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Home My WebLink About20252332.tiffPROJECT CONTACTS: OWNER: REI LIMITED LIABILITY CO P.O. BOX 156 RED FEATHER LAKES, CO 80545 MUNICIPALITY: WELD COUNTY CONTACT: MAXWELL NADER 1150 O ST. GREELEY, CO 80631 970.304.6498 CIVIL ENGINEER: TERRA FORMA SOLUTIONS CONTACT: TODD JOHNSON, PE 3465 SOUTH GAYLORD COURT, A304 ENGLEWOOD, CO 80113 SURVEYOR: ACKLAM , INC. 133 S. 27TH AVE BRIGHTON, CO 80601 BASIS OF BEARINGS: CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO. 2 UTILITY CONTACTS: WATER: CENTRAL WELD COUNTY WATER DISTRICT (CWCWD) 2235 2ND AVENUE GREELEY, CO 80631 CONTACT: TBD ELECTRIC: UNITED POWER, INC. COOPERATIVE WAY BRIGHTON, CO 80603 CONTACT: MARJORIE ZAMORA EMAIL: MZAMORA@UNITEDPOWER.COM PHONE: 303.659.0551 GAS: ATMOS ENERGY CORPORATION 1555 BLAKE STREET, SUITE 450 DENVER, CO 80202 CONTACT: BETHANY NITZEL EMAIL: BETHANY.NITZEL@ATMOSENERGY.COM PHONE: 888.286.6700 THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 65 WEST, OF THE 6TH P.M.; SAID LINE BEING MONUMENTED ON THE EAST BY THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 17, BEING A 3.25 INCH ALUMINUM CAP MARKED "PLS 33642" AND ON THE WEST BY THE SOUTHWEST CORNER OF SAID SECTION 17 BEING A 3.25 INCH ALUMINUM CAP MARKED "PLS 38285" AND BEARS SOUTH 89°33'21" WEST. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO LOCATED IN SECTIONS 3, 4, 5, 8, 9, 10, 15, AND 17 TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD STATE OF COLORADO 0 cD O U co co U I M U co U WCR 38 WCR 32 WCR 28 WCR 24 SITE EAST AREA N- 71- VICINITY MAP 1 "=10,000' THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 1 COVER SHEET CS1 2 M&S STANDARDS SHEET MS1 3 TYPICAL SECTIONS TS1 4 PROJECT NOTES GN1 5 SURVEY CONTROL DIAGRAM SC1 6 SURVEY CONTROL DIAGRAM SC2 7 SURVEY CONTROL DIAGRAM SC3 8 OVERALL PHASING PLAN PH1 9 HORIZONTAL CONTROL PLAN HC1 10 OVERALL UTILITY & CONDUIT PLAN UT1 11 EXISTING CONDITIONS & DEMOLITION PLAN EX1 12 FAIRBANKS DRIVE PLAN & PROFILE RD1 13 FAIRBANKS DRIVE PLAN & PROFILE RD2 14 FAIRBANKS DRIVE PLAN & PROFILE RD3 15 FAIRBANKS DRIVE PLAN & PROFILE RD4 16 FAIRBANKS DRIVE PLAN & PROFILE RD5 17 FAIRBANKS DRIVE PLAN & PROFILE RD6 18 FAIRBANKS DRIVE PLAN & PROFILE RD7 19 LEDYARD ROAD SOUTH PLAN & PROFILE RD8 20 LEDYARD ROAD SOUTH PLAN & PROFILE RD9 21 NIGHTHAWK WAY & DRIVE PLAN & PROFILE RD10 22 NIGHTHAWK DRIVE PLAN & PROFILE RD11 23 NIGHTHAWK DRIVE PLAN & PROFILE RD12 24 NIGHTHAWK DRIVE PLAN & PROFILE RD13 25 NIGHTHAWK DRIVE PLAN & PROFILE RD14 26 NIGHTHAWK DRIVE PLAN & PROFILE RD15 27 MORNING DOVE LANE PLAN & PROFILE RD16 28 MORNING DOVE LANE PLAN & PROFILE RD17 29 MORNING DOVE LANE PLAN & PROFILE RD18 30 MORNING DOVE LANE PLAN & PROFILE RD19 31 MEADOWLARK PLACE PLAN & PROFILE RD20 32 MEADOWLARK LANE PLAN & PROFILE RD21 33 MEADOWLARK WAY PLAN & PROFILE RD22 34 FALCON WAY PLAN & PROFILE RD23 35 FALCON DRIVE PLAN & PROFILE RD24 36 FALCON DRIVE PLAN & PROFILE RD25 37 FALCON DRIVE PLAN & PROFILE RD26 38 PELICAN LAKE LANE PLAN & PROFILE RD27 39 PELICAN LAKE LANE PLAN & PROFILE RD28 40 WARBLER WAY PLAN & PROFILE RD29 41 PELICAN LAKE PLACE PLAN & PROFILE RD30 42 PELICAN LAKE DRIVE PLAN & PROFILE RD31 43 BURGHLEY COURT PLAN & PROFILE RD32 44 SNOW OWL WAY PLAN & PROFILE RD33 45 NUTHATCH WAY PLAN & PROFILE RD34 46 KING FISHER WAY PLAN & PROFILE RD35 47 CHICKADEE WAY PLAN & PROFILE RD36 48 BUNTING WAY PLAN & PROFILE RD37 49 SORA WAY PLAN & PROFILE RD38 50 EGRET ROAD PLAN & PROFILE RD39 51 EGRET ROAD PLAN & PROFILE RD40 52 BLUE HURON STREET PLAN & PROFILE RD41 53 BLUE HURON STREET PLAN & PROFILE RD42 54 BLUE HURON STREET PLAN & PROFILE RD43 55 KESTREL COURT PLAN & PROFILE RD44 56 BEEBEE DRAW FARMS PKWYY PLAN & PROFILE RD45 57 BEEBEE DRAW FARMS PKWY PLAN & PROFILE RD46 58 CUL-DE-SAC DETAILS CD1 59 CUL-DE-SAC DETAILS CD2 60 INTERSECTION DETAILS IT1 61 INTERSECTION DETAILS IT2 62 INTERSECTION DETAILS IT3 63 CUL-DE-SAC & INTERSECTION DETAILS - EAST IT4 64 OVERALL GRADING PLAN GRO 65 GRADING PLAN GR1 66 GRADING PLAN GR2 67 GRADING PLAN GR3 68 GRADING PLAN GR4 69 GRADING PLAN GR5 70 GRADING PLAN GR6 71 GRADING PLAN GR7 72 GRADING PLAN GR8 73 GRADING PLAN GR9 74 GRADING PLAN GR10 75 GRADING PLAN GR11 76 GRADING PLAN GR12 77 GRADING PLAN GR13 SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 78 GRADING PLAN GR14 79 GRADING PLAN GR15 80 GRADING PLAN GR16 81 GRADING PLAN GR17 82 GRADING PLAN GR18 83 GRADING PLAN GR19 84 GRADING PLAN GR20 85 GRADING PLAN GR21 86 GRADING PLAN GR22 87 GRADING PLAN GR23 88 GRADING PLAN GR24 89 GRADING PLAN GR25 90 GRADING PLAN GR26 91 GRADING PLAN GR27 92 GRADING PLAN - EAST GR28 93 GRADING PLAN - EAST GR29 94 GRADING PLAN - EAST GR30 95 GRADING PLAN - EAST GR31 96 GRADING PLAN - EAST GR32 97 GRADING PLAN - EAST GR33 98 EROSION CONTROL PLAN EC1 99 EROSION CONTROL PLAN EC2 100 EROSION CONTROL PLAN EC3 101 EROSION CONTROL PLAN EC4 102 EROSION CONTROL PLAN EC5 103 EROSION CONTROL PLAN EC6 104 EROSION CONTROL PLAN EC7 105 EROSION CONTROL PLAN EC8 106 EROSION CONTROL PLAN EC9 107 EROSION CONTROL PLAN EC10 108 EROSION CONTROL PLAN EC11 109 EROSION CONTROL PLAN EC12 110 EROSION CONTROL PLAN EC13 111 EROSION CONTROL PLAN - EAST EC14 112 EROSION CONTROL PLAN - EAST EC15 113 DRAINAGE PLAN DR1 114 DRAINAGE PLAN - EAST DR2 115 RETENTION POND W1 DETAIL PND1 116 RETENTION POND 4 DETAIL PND2 117 RETENTION POND W3 DETAIL PND3 118 RETENTION POND S1 DETAIL PND4 119 RETENTION POND S2 DETAIL PND5 120 RETENTION POND S3 DETAIL PND6 121 RETENTION POND S4 DETAIL PND7 122 RETENTION POND 9 DETAIL PND8 123 TEMPORARY RETENTION POND El DETAIL PND9 124 TEMPORARY RETENTION POND E2 DETAIL PND10 125 STORM SEWER PLAN & PROFILE ST1 126 STORM SEWER PLAN & PROFILE ST2 127 CHANNEL SECTIONS CH1 128 CULVERT PROFILES CLV1 129 CULVERT PROFILES CLV2 130 CULVERT PROFILES CLV3 131 SIGNAGE PLAN SP1 132 EROSION CONTROL DETAILS DT1 133 EROSION CONTROL DETAILS DT2 134 EROSION CONTROL DETAILS DT3 135 DRAINAGE DETAILS DT4 136 CONSTRUCTION DETAILS DT5 137 CONSTRUCTION DETAILS DT6 138 FINAL PLAT FP1 139 FINAL PLAT FP2 140 FINAL PLAT FP3 141 FINAL PLAT FP4 DATE DESCRIPTION REV. NO. aaaaaaaa 0 Z C/) H Z w o NW dm' O Z U Q Z RCU(DW (i JZ> zL I=O o O_ LL Q WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER cs1 1 141 PLAN NUMBER M STANDARD TITLE PAGE PLAN NUMBER NUMBER O M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 O M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 O M-203-1 APPROACH ROADS 8 O M-203-2 DITCH TYPES 9 O M-203-11 SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS 10-12 (3 SHEETS) O M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 O M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 (2 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 17-18 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 MAILBOX SUPPORTS (2 SHEETS) 30-31 NURSERY STOCK DETAILS 32 O M-206-2 O M-208-1 O M-210-1 O M-214-1 O M-216-1 O M-412-1 O M-510-1 O M-601-1 O M-601-2 O M-601-3 O M-601-10 O M-601-11 O M-601-12 O M-601-20 O M-603-1 ® M-603-2 O M-603-3 O M-603-4 SINGLE CONCRETE BOX CULVERT (CAST -IN -PLACE) (2 SHEETS) DOUBLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 43-44 (2 SHEETS) TRIPLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 45-46 (2 SHEETS) HEADWALL FOR PIPES 47 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 HEADWALLS AND PIPE OUTLET PAVING 49 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) ...50-51 METAL PIPE (4 SHEETS) 52-55 REINFORCED CONCRETE PIPE 56 PRECAST CONCRETE BOX CULVERT 57 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 AND POLYPROPYLENE PIPE (AASHTO M330) O M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 O M-603-6 STEEL REINFORCED POLYETHYLENE 60 AND POLYPROPYLENE PIPE (AASHTO M330) ® M-603-10 CONCRETE AND METAL END SECTIONS 61 ® M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 (3 SHEETS) INLET, TYPE C 65 INLET, TYPE D 66 CURB INLET TYPE R (2 SHEETS) 67-68 CONCRETE INLET TYPE 13 69 MANHOLES (3 SHEETS) 70-72 VANE GRATE INLET (5 SHEETS) 73-77 SUBSURFACE DRAINS 78 O M-604-10 O M-604-11 O M-604-12 O M-604-13 ® M-604-20 O M-604-25 O M-605-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 STRUCTURAL PLATE PIPE H-20 LOADING 40 41-42 M STANDARD TITLE PAGE PLAN NUMBER NUMBER O M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W -BEAM 79-97 31 INCHES (19 SHEETS) O M-606-13 GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEETS) 98-101 O M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 102-104 O M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 (11 SHEETS) O M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 O M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 O M-607-3 BARRIER FENCE 122 O M-607-4 DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS) 123-127 O M-607-10 PICKET SNOW FENCE 128 O M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 O M-608-1 CURB RAMPS (10 SHEETS) 138-147 O M-609-1 CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 O M-611-1 CATTLE GUARD (2 SHEETS) 152-153 O M-611-2 DEER GUARD (2 SHEETS) 154-155 O M-614-1 RUMBLE STRIPS (3 SHEETS) 156-158 O M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 O M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 O M-615-2 EMBANKMENT PROTECTOR TYPE 5 162 O M-616-1 INVERTED SIPHON 163 O M-620-1 FIELD LABORATORY CLASS 1 164 O M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 O M-620-11 FIELD OFFICE CLASS 1 167 O M-620-12 FIELD OFFICE CLASS 2 168 O M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 COLORADO DEPARTMENT OF TRANSPORTATION TABLE OF CONTENTS M<S STANDARDS JULY 31, 2019 O S-612-1 O S-613-1 ® S-614-1 ® S-614-2 O S-614-3 O S-614-4 O S-614-5 O S-614-6 O S-614-8 O S-614-9 O S-614-10 O S-614-11 O S-614-12 O S-614-14 O S-614-20 O S-614-21 O S-614-22 O S-614-40 O S -614-40A O S-614-41 El S-614-42 O S-614-43 O S-614-44 O S-614-50 O S-614-60 S-627-1 O S-630-1 O S-630-2 O S-630-3 O S-630-4 O S-630-5 O S-630-6 O S-630-7 S STANDARD TITLE PAGE NUMBER DELINEATOR INSTALLATIONS (8 SHEETS) 171-178 ROADWAY LIGHTING (8 SHEETS) 179-186 TYPICAL GROUND SIGN PLACEMENT (2 SHEETS) 187-188 CLASS I SIGNS 189 CLASS II SIGNS 190 CLASS III SIGNS (3 SHEETS) 191-193 BREAK -AWAY SIGN SUPPORT DETAILS 194-195 FOR CLASS III SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS 196-197 FOR CLASS III SIGNS (2 SHEETS) TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) 198-204 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS). 205-206 MARKER ASSEMBLY INSTALLATIONS 207 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS) 211-214 TYPICAL POLE MOUNT SIGN INSTALLATIONS 215 CONCRETE BARRIER SIGN POST INSTALLATIONS 216-217 (2 SHEETS) TYPICAL MULTI -SIGN INSTALLATIONS 218 TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS 219-223 65'-75' SINGLE MAST ARMS (5 SHEETS) ALTERNATIVE TRAFFIC SIGNAL 224-227 25'-55' SINGLE MAST ARMS (4 SHEETS) TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240 CABINET FOUNDATION DETAIL (4 SHEETS) 241-244 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 245-252 (8 SHEETS) PEDESTAL POLE SIGNALS (2 SHEETS) STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) PAVEMENT MARKINGS (9 SHEETS) TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (24 SHEETS) BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) 314 AND VERTICAL PANELS FLASHING BEACON (PORTABLE) DETAILS 315 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 316-317 DESIGN (2 SHEETS) PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 318-319 EMERGENCY PULL -OFF AREA (TEMPORARY) 320 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL 321-323 (3 SHEETS) 253-254 255-266 267-280 281-289 290-313 w F- 0 DESCRIPTION REV. NO. QQQQQQQQ I W W V) re B— ND O Z zOQ o zz_ Q • Jzt/� zwJoo oO_LE WELD COUNTY, COLORADO SHEET NUMBER MS1 2 141 ROW CL k _ 50' CL TO ROW VARIES VARIES --I 27" MIN. 9' 100' RIGHT-OF-WAY SAFETY EDGE WITH A 30-35° ROW SLOPE AND SHOULDER MATERIAL -0.36 5' _ 13' 31' EOA -0.26 CL 0.00 2% 13' 2% 1' EOA -0.36 PROPOSED ROADSIDE DITCH PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 50' CL TO ROW 5' BIKE LANE VARIES 9' -0.38 4:1 VARIES A 27" MIN. 4:1 EXISTING GROUND PROPOSED TYPICAL SECTION FOR BEEBE DRAW FARMS PARKWAY W/ BIKE LANE ROW 15' UTILITY & DRAINAGE EASEMENT 30' CL TO ROW ♦ PROPOSED 8" WATER MAIN (5' DEPTH TYP.) VARIES • • • PROPOSED ROADSIDE DITCH VARIES 27" MIN. EXISTING GROUND 15' UTILITY & DRAINAGE EASEMENT VARIES ROW 9' 1' -0.28 4:1 _ CL ROW 60' RIGHT-OF-WAY 13' 26' 30' CL TO ROW EOA -0.26 CL 0.00 2% 13' EOA -0.26 - - 2% PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 1' VARIES 15' UTILITY & DRAINAGE EASEMENT -0.28 � 4.1 VARIES A 27" MIN. 2' \ _ 4:1 PROPOSED TYPICAL LOCAL ROADWAY SECTION -5'- 30' CL TO ROW ' BIKE LANE 9' PROPOSED 8" WATER MAIN �-o VARIES (5' DEPTH TYP.) 27" MIN. EXISTING GROUND 1' -0.38 4:1 _ EOA -0.36 CL 60' RIGHT-OF-WAY 13' 2% CL 0.00 26' ROW 13' 30' CL TO ROW EOA -0.26 - - 2% PROPOSED VARIES 27" MIN. PAVED ROADWAY PROPOSED GRAVEL SHOULDER PROPOSED 6" OF CDOT CLASS 5 OR 6 ROADSIDE DITCH VARIES 2' 4:1 PROPOSED ELECTRIC MAIN PROPOSED TELEPHONE MAIN PROPOSED GAS MAIN 15' UTILITY & DRAINAGE -I EASEMENT PROPOSED TYPICAL LOCAL ROADWAY SECTION W/ BIKE LANE BIKE LANE SIDE VARIES - SEE PLAN AND PROFILE SHEETS NOTES: 1. ALL ROADWAYS ARE THE PROPOSED TYPICAL LOCAL ROADWAY SECTION UNLESS OTHERWISE NOTED ON THIS SHEET. 2. SEE GEOTECHNICAL REPORT FOR PAVEMENT/BASE COARSE SPECIFICATIONS AND THICKNESS. AT A MINIMUM, THE SURFACE SHALL BE 4" BITUMINOUS PAVING ON TOP OF 4" OF CDOT CLASS 5 OR CLASS 6 ABC ON 9" OF SCARIFIED SUBGRADE COMPACTED TO 95% AND PASSED A PROOF ROLLER TEST. / PROPOSED ELECTRIC MAIN PROPOSED TELEPHONE MAIN PROPOSED GAS MAIN 30° - 35° SLOPE SUBGRADE PER GEOTECH REPORT AGGREGATE BASE COURSE PER GEOTECH REPORT ASPHALT PER GEOTECH REPORT 4 0 U SAFETY EDGE DETAIL SCALE: 1" = 2' BUNTING WAY II 2% MEADOWLARK PLACE FALCON WAY MORNING DOVE LANE NUTHATCH WAY MEADOWLARK LAN KING FISHER WAY TYPICAL SECTION FOR BEEBE DRAW FARMS PARKWAY W/ BIKE LANE MEADOWLARK WAY COUNTY ROAD 32 BEEBE DRA KESTREL PLACE LEDYARD ROAD SOUTH R S PARR -wily TYPICAL ROADWAY SECTION W/ BIKE LANE (LOCAL ROADS) HICKADEE WAY DATE DESCRIPTION I REV. NO. *1*1*1*1 WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKD: DATE 1/28/2025 SHEET NUMBER 0 10' 20' 1" = 10' (HORIZONTAL) TS1 3 OF 141 WELD COUNTY NOTES GENERAL NOTES 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE: a. b. c. d. e. f. g. h. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, JANUARY 2021. WELD COUNTY PROJECT SPECIAL PROVISIONS CDOT FIELD MATERIALS MANUAL CDOT CONSTRUCTION MANUAL CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT CDOT STANDARD PLANS (M&S STANDARDS) FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION) AND THE COLORADO SUPPLEMENT THERETO AASHTO ROADSIDE DESIGN GUIDE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: COLORADO DEPARTMENT OF TRANSPORTATION BID PLANS ROOM 4201 EAST ARKANSAS AVENUE DENVER, CO 80222-3400 (303) 757-9313 2. ACCESS CONSTRUCTION WITHIN ROAD ROW AND ALL ROAD IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT(S) AND NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. 3. THE CONTRACTOR SHALL PROVIDE ON -SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION SITE. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST. 5. THE CONTRACTOR MUST KEEP ALL OPERATIONS, INCLUDING ALL EQUIPMENT, WITHIN THE DELINEATED EASEMENTS, RIGHT OF WAY, AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENT CONSTRUCTION EASEMENTS MAY BE REQUIRED. 6. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN WELD COUNTY RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 7. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN WELD COUNTY RIGHT OF WAY. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. 9. THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE WELD COUNTY RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS PERMIT AND RIGHT-OF-WAY USE PERMIT. 10. FAILURE TO COMPLY WITH STORMWATER REGULATORY REQUIREMENTS MAY RESULT IN ENFORCEMENT ACTIONS. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS. UNLESS OTHERWISE IDENTIFIED BY WELD COUNTY OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML 11. THE TYPES, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL COLORADO 811. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES. 12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS, INCLUDING FENCES, SIGNS, CULVERTS, AND ROADS, DAMAGED DURING EXECUTION OF THE WORK. 13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD. DAMAGED PINS WILL BE REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 14. ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT IN THE GEOLOGIC AND PRELIMINARY ON -SITE WASTEWATER TREATMENT SYSTEM SITE AND SOIL EVALUATION (PROJECT #20-1130) BY SOILOGIC. 15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER, AS IDENTIFIED IN CONTRACT DOCUMENTS. 17. KEEP ALL ROADS FREE OF MUD AND DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS FROM ALL ROADS AT THE END OF EACH WORK DAY. 18. PRIOR TO EARTHWORK CONSTRUCTION, EXISTING CONCRETE, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHOULD BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS. 19. NO FILL MATERIAL SHALL BE PLACED, WORKED, AND OR ROLLED WHILE THE MATERIAL IS FROZEN, THAWING, OR DURING POOR/INCLEMENT WEATHER CONDITIONS. 20. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANY TIME. 21. NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT, ON WEEKENDS, ON HOLIDAYS, OR DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY. 22. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BE SAWCUT AT PROJECT EXTENTS, WHERE NEW ASPHALT OR CONCRETE PAVEMENT WILL BE PLACED. 23. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES MUST BE MAINTAINED BY THE CONTRACTOR. 24. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE, OR APPROVED BY WELD COUNTY RIGHT-OF-WAY USE PERMIT. 25. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. 26. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 27. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE TO KEEP A COPY OF THE CONSTRUCTION PLANS AT THE SITE AT ALL TIMES. 28. CONTRACTOR SHALL SUPPLY CERTIFIED WEIGHT OR QUANTITY TICKETS FOR PAY ITEMS. TICKETS SHALL BE SUBMITTED WITHIN 48 HOURS OF DELIVERY. 29. A WELD COUNTY RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ALL WORK WITHIN WELD COUNTY RIGHT-OF-WAY. 30. INSPECTIONS BY WELD COUNTY ARE REQUIRED IN COMPLIANCE WITH THE WELD COUNTY RIGHT-OF-WAY USE PERMIT. WELD COUNTY SHALL BE NOTIFIED OF INSPECTION/TESTING AT LEAST 48 HOURS PRIOR TO INSPECTION/TEST. 31. TESTING FOR WORK WITHIN THE WELD COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE CDOT FIELD MATERIAL MANUAL. 32. SCALE TICKETS WILL BE SUBMITTED AS DOCUMENTATION THAT TRUCKING PERMITS ARE BEING OBSERVED. COUNTY RESERVES RIGHT TO VIEW OR RETAIN ANY AND ALL SCALE TICKETS. 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, THE WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023, OR AS AMENDED, AND THE M&S STANDARD PLANS DATED MAY 2024, OR AS AMENDED. ALL WORK WILL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE CONTRACT, AND (1) COPY OF THE STORMWATER MANAGEMENT PLAN FOR THE PROJECT 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 4. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR BY SWEEPING. THE CONTRACTOR SHALL REPAIR ANY PAVEMENT FAILURES CAUSED BY THE CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE WORK. 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION AT AND ADJACENT TO THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 6. THE CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE R.O.W., EASEMENTS, AND THOSE AREAS WITHIN THE LIMITS OF CONSTRUCTION AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL KEEP EQUIPMENT AND MATERIAL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER AGREEMENTS WITH PROPERTY OWNERS AS DEEMED NECESSARY. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR STAGING OUTSIDE THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS WITHOUT PRIOR APPROVAL FROM THE PROJECT INSPECTOR. 7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF THEIR PROPERTY AND/OR THEIR DRIVEWAY. 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE PROJECT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATION AND TRENCHING. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE THROUGHOUT CONSTRUCTION. 12. THE CONTRACTOR SHALL ADDRESS LOCAL DRAINAGE DURING EACH PHASE OF CONSTRUCTION. THIS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 13. ALL BACKFILL MATERIAL AND EMBANKMENT SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND TECHNICAL SPECIFICATIONS AND THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, EXCEPT WHERE NOTED OTHERWISE. 14. TYPE OF COMPACTION FOR ABC CLASS 6 WILL BE AASHTO T-180. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT AND THE REMAINDER OF THE PROJECT IS AASHTO T-209 / SECTION 203 OF CDOT RED BOOK NOTE G1. 15. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING, BUT NOT LIMITED TO, DRIVES, FENCES, RETAINING WALLS, TREES, VEGETATION, AND BURIED IRRIGATION. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITH 48 HOURS OF NOTIFICATION BY THE OWNER. 16. BREAKPOINTS ON SLOPES AND IN BOTTOM OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE. 17. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED PER THE TYPICAL CROSS SECTION, USING A SAW AND OR ROTOMILL OR OTHER METHOD AS APPROVED BY THE ENGINEER, TO CREATE A CLEAN CONSTRUCTION JOINT. THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING. THE CONTRACTOR WILL BE REQUIRED TO PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATIONS. THE RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. 18. THE CONTRACTOR SHALL NOT LEAVE A VERTICAL EDGE NEXT TO TRAVELED WAY DURING CONSTRUCTION. ALL SLOPED SHALL NOT BE LESS THAN A 3:1 TAPER. 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATIONS. 20. THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 21. CONSTRUCTION SHALL FOLLOW THE PHASING PLAN. ANY VARIATIONS SHALL BE SUBMITTED TO THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION FOR APPROVAL OR REJECTION. 22. ALL DETOUR PAVING SHALL INCLUDE, BUT NOT BE LIMITED TO, ASPHALT, ABC, EMBANKMENT MATERIAL, TEMPORARY CULVERT EXTENSIONS, AND ANYTHING ELSE REQUIRED TO SAFELY ACCOMMODATE TEMPORARY TRAFFIC AS DIRECTED BY THE ENGINEER. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND SERVICE LATERALS (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, OR 811, AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING EXCAVATIONS OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UNREGISTERED UTILITIES ARE TO BE LOCATED BY CONTRACTING THE RESPECTIVE REPRESENTATIVES. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE DAMAGED DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES AND IRRIGATION SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. 2. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE TIMELY RELOCATION OF THEIR FACILITIES. THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND UNFORESEEN IMPACTED UTILITIES. THE UTILITY WORK SHALL BE INCLUDED IN THE CONTRACTOR'S SCHEDULE. TRAFFIC CONTROL NOTES 1. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWO WEEKS PRIOR TO EFFECTING TRAFFIC FOR APPROVAL. THIS TRAFFIC CONTROL PLAN SHALL INCLUDE DETAILS ABOUT MAINTAINING ACCESS DURING CONSTRUCTION, ONE ACCESS SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED TRAFFIC CONTROL PLAN. MHT MUST BE SIGNED BY A TCS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY CONSTRUCTION ACTIVITIES. ALL ROAD CLOSURES EXCEEDING 72 HOURS MUST BE APPROVED BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS. 2. CERTIFIED FLAGGERS WILL BE ALLOWED WHEN NECESSARY FOR CONSTRUCTION DURING DAYLIGHT HOURS. TWO 12 FOOT LANES PLUS 2 FOOT SHOULDERS MUST BE ESTABLISHED TO ACCOMODATE TRAFFIC DURING ALL NIGHT TIME HOURS. EARTHWORK NOTES 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST FOR THE DUST PALLIATIVE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF GRADING. SURVEY NOTES 1. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND RESET IF DAMAGED. ENVIRONMENTAL NOTES 1. ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA WILL BE CLEAN OF NOXIOUS WEEDS AND WILL BE SUBJECT TO INSPECTION. ALL VEHICLES WILL BE WASHED THOROUGHLY TO REMOVE DIRT, PLANT MATERIALS, AND OTHER FOREIGN MATERIALS PRIOR TO ENTERING THE PROJECT SITE. NOXIOUS WEEDS OBSERVED IN AND NEAR THE CONSTRUCTION SITE SHALL BE TREATED WITH HERBICIDE OR MECHANICALLY REMOVED PRIOR TO ANY GROUND DISTURBANCE. SOIL SUPPORTING NOXIOUS WEEDS OF MORE THAN 10 PERCENT SHALL NOT BE USED AS TOPSOIL DURING REVEGETATION EFFORTS. 2. A QUALIFIED BIOLOGIST SHALL CONDUCT A BIRDS OF PREY SURVEY PRIOR TO START OF ANY CONSTRUCTION THAT IS PLANNED TO OCCUR BETWEEN FEBRUARY 1 AND AUGUST 31. THE SURVEY SHALL BE CONDUCTED NO MORE THAN 7 DAYS PRIOR TO CONSTRUCTION. IF AN ACTIVE NEST IS OBSERVED WITHIN THE RECOMMENDED 50 FOOT BUFFER AREA, THE CONTRACTOR SHALL INFORM THE PROJECT ENGINEER. THE PROJECT ENGINEER WILL CONTACT THE REGIONAL BIOLOGIST FOR GUIDANCE AS TO WHETHER ACTIVITIES NEED TO BE MODIFIED OR LIMITED IN CERTAIN AREAS OF THE PROJECT IN ORDER TO COMPLY WITH THE CPW RECOMMENDED BUFFER ZONES AND SEASONAL RESTRICTIONS FOR COLORADO RAPTORS GUIDANCE. 3. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN COLORADO, MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. 4. CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES OR LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. FAILURE TO MAINTAIN VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE PROJECT CONSTRUCTION. DATE DESCRIPTION REV. NO. aaaaaaaa O ,(L) u) w W B O o< NZ zO� ozQzV W c~nJ O u_ a. WELD COUNTY, COLORADO SHEET NUMBER GN1 4 Or 141 SURVEY CONTROL DIAGRAM / PELICAN LAKES FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO 1 18117 FOUND 3.25" ALUM. CAP PLS 38285 2015 WELD COUNTY ROAD 39 M94922 N 00°29'45" W 5259.75' 16117 19120 FOUND 3.25"ALUM. CAP PLS 38285 2015 WESTERLY LINE, W 1/2 SEC. 17 M94921 REI LTD LIABILITY CO INVESTORS L TO. LIABIL ITYCO. (SHERIFF'S DEED) REC. NO. 2393929 M95064 N 89°18'24" E 5327.56' M95056 P59939 M95048 M95063 M95030 P59941 NORTHERLY LINE, N 1/2 SEC. 17 NW1/4 SECTION 17 NE1/4 SECTION 17 T3N R65W 6TH PM T3N R65W 6TH PM FOUND PANEL POINT 102 60O NAIL ci...., RE/LTD LIABILITY CO INVESTORS LTD. LIABILITY CO. (SHERIFF'S DEED) REC. NO 2393929 N 89°25'42" E 5327.77' SOUTHERLY LINE, S 1/2 SEC. 17 M94935 SW1/4 SECTION 17 SE1/4 SECTION 17 T3N R65W 6TH PM T3N R65W 6TH PM S 89°33'21" W 2663.90' SOUTHERLY LINE, SW 1/4 SEC. 17 M94945 M95035 M94931 FOUND PANEL POINT 105 60D NAIL M95024 M95019 RP7368 N 00°30'03" W 2641.20' M94944 17116 FOUND 2.5"ALUM. CAP PLS 23501 WESTERLY LINE, NW 1/4 SEC. 17 M94918 N 00°29'55" W 2641.36' 1/4 CORNER SEC 17/SEC 20 FOUND 3.25" ALUM. CAP PLS 33642 2006 S 89°32'52" W 2663.99' SOUTHERLY LINE, SE 1/4 SEC. 17 WELD COUNTY ROAD 32 17/16 20121 FOUND 2.5"ALUM. CAP PLS 32829 2000 1/4 CORNER SEC 17/SEC 16 FOUND 2.5"ALUM. CAP PLS 20671 WESTERLY LINE, SW 1/4 SEC. 16 M94952 M94951 M95009 M95014 M95008 FOUND PANEL POINT 101 MAG NAIL M94917 RE/ LTD LIABILITY CO (SHERIFF'S DEED) REC. NO 2393929 N 89°41'00" E 2560.65' NORTHERLY LINE, NW 1/4 SEC. 16 NW1/4 SECTION 16 T3N R65W 6TH PM SW1/4 SECTION 16 T3N R65W 6TH PM 1/4 CORNER SEC 9/SEC 16 2.5" ALUM. CAP PLS 20671 2008 (17 M94937 STA TE OF COLORADO REC. NO. 218O623 N 89°34'15" E 5130.33' NORTHERLY LINE, S 1/2 SEC. 16 N 89°41'16" E 2560.83' NORTHERLY LINE, NE 1/4 SEC. 16 NE1/4 SECTION 16 T3N R65W 6TH PM 1 / M94943 S 00°41'39" E 2630.96' FOUND PANEL POINT 106 60D NAIL M94938 9/10 16/15 3.25" ALUM. CAP PLS 16415 1995 EASTERLY LINE, NE 1/4 SEC. 16 SE1/4 SECTION 16 T3N R65W 6TH PM LEGEND SECTION CORNER AS NOTED CALCULATED SECTION CORNER FOUND PROPERTY CORNER MARKED PLS 11399 FOUND PROPERTY CORNER MARKED PLS 16415 FOUND PROPERTY CORNER MARKED PLS 32829 SET PROPERTY CORNER MARKED PLS 37070 S 89°27'15" W 5139.32' SOUTHERLY LINE, S 1/2 SEC. 16 M94919 .c 00°41'40" E 2630.93' 1/4 CORNER SEC 16/SEC 15 3.25"ALUM. CAP PLS 37045 EASTERLY LINE, SE 1/4 SEC. 16 FOUND PANEL POINT 100 MAG NAIL M94916 16115 21122 3.25" BRASS CAP PARTIALLY ILLEGIBLE PLS 16415 SCALE: N.T.S. DATE: 01/13/25 JOB NO.: 249011 JOB NAME: PELICAN LAKE RANCH FILING NO2 DRAWN: JAH CHK: CAD REV: AFE NO: CL/ENT NAME." REI, LLC /INVESTORS LLC REV. # REVISION DATE & DESCRIPTION Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SHEET NUMBER SC1 5 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE CRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLANDYJOPLOTTEDJan 13, 2025 1227pm SURVEY CONTROL DIA GRAM/PEL/CAN LAKES FILING NO. 2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO M94927 N89°32'11"E 2652.19' 817 FOUND 3.25" ALUM. CAP PLS 38285 2015 N 00°09'04" W 2646.21' WELD COUNTY ROAD 39 1/4 CORNER SEC 7/SEC 8 3.25"ALUM. CAP PLS 38285 2015 WESTERLY LINE, NW 1/4 SEC. 8 P59938 N 00°09'42" W 2645.98' 27 18117 FOUND 3.25" ALUM. CAP PLS 38285 2015 959940 M94934 N N FOUND PANEL POINT 104 NAIL GONE, SHOT AT PAINT LEG INTERSECTION *s.............................."......%"".""*"."."*"..........j M95070 M94922 NORTHERLY LINE, NW 1/4 SEC. 8 M95075 M94950 1/4 CORNER SEC 5/SEC 8 FOUND 3.25"ALUM. CAP PLS 37045 CAP STAMPED INCORRECTLY N 89°32'14" E 2652.19' NORTHERLY LINE, NE 1/4 SEC. 8 NW1/4 SECTION 8 NE1/4 SECTION 8 T3N R65W 6TH PM T3N R65W 6TH PM SW1/4 SECTION 8 �Y N 89°25'07"E 5316.24' PAR INAi NORTHERLY LINE, S 1/2 SEC. 8 BEE BE Dry' FARMS SE1/4 SECTION 8 T3NR65W 6TH PM T3N R65W 6TH PM M95069 M95068 RE/ L TD LIABILITY CO INVESTORS LTD. LIABILITY CO. (SHERIFF'S DEED) REC. NO 2393929 M95064 N 89°18'24"E 5327.56' I M95063 NORTHERLY LINE, N 1/2 SEC. 17 N 00°2420" W 2635.46' 17116 FOUND 2.5"ALUM. CAP PLS 23501 M95056 P59939 M95048 N / 7 M94931 FOUND PANEL POINT 105 60D NAIL M95030 M95024 M95019 P59941 M95035 N 00°2428" W 2635.24' RP7369 M94933 514 819 3.25"ALUM. CAP PLS 16425 1985 WESTERLY LINE, NW 1/4 SEC. 9 / 7 1/4 CORNER SEC 8/SEC 9 3.25"ALUM. CAP PLS 34995 M95011 RP7385 RP7396 M95012 M95014 RP7397 BEEBEpR,414/FAR SP4RKkgY NORTHERLY LINE, NW 1/4 SEC. 9 RP7398 NW1/4 SECTION 9 T3N R65W 6TH PM M97654 M97653 M97652 M97651 M97650 M97649 M97647 M94936 RE/LTD LIABIL/TYCO (SHERIFF'S DEED) REC. NO 2393929 M97648 M94952 SW1/4 SECTION 9 T3N R65W 6TH PM M94951 M95009 RE/ L TDL/ABILITY CO RP7368 (SHERIFF'S DEED) REC NO. 2393929 N 89°41'00" E 2560.65' NORTHERLY LINE, NW 1/4 SEC. 16 N 89°38'32" E 5193.18' NORTHERLY LINE, S 1/2 SEC. 9 M95006 M95008 1/4 CORNER SEC 9/SEC 16 2.5"ALUM. CAP PLS 20671 2008 1/4 CORNER SEC 4/SEC 9 FOUND 3.25" ALUM. CAP PLS 33642 2006 03 W O3 CO N LL1 N .(N1 Cr aw M95005 NE1/4 SECTION 9 T3N R65W 6TH PM M94940 N 89°35'58" E 2632.40' . NORTHERLY LINE, NE 1/4 SEC. 9 SE/4 SECTION 9 T3N R65W 6TH PM M94937 M94941 M94942 N 89°41'16"E 2560.83' NORTHERLY LINE, II NE 1/4 SEC. 16 S 01°08'55" W 2640.14' S 01°09'03" W 2640.26' EASTERLY LINE, NE 1/4 SEC. 9 1 9110 FOUND 3.25" ALUM. CAP PLS 16425 1985 1/4 CORNER SEC 9/SEC 10 2.5" ALUM. CAP PLS 32444 2011 FOUND PANEL POINT 106 60D NAIL M94938 9/10 16/15 3.25" ALUM. CAP PLS 16415 1995 SCALE N.T.S. DATE: 01/13/25 CLIENT NAME,. REI, LLC /INVESTORS LLC SHEET NUMBER JOB NO.: 249011 REV. # REVISION DATE & DESCRIPTION JOB NAME: PELICAN LAKE RANCH FILING N02 DRAWN: JAH CHK: CAD REV: AFE NO: Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SC2 6 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS 120201OTHERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS\209025_EURVEY CONTROL PLAN.DWG PLOTTEDJan 13, 20251228pm SURVEY CONTROL DIAGRAM / PELICAN LAKES FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO N 1/16 CORNER SEC 6/SEC 5 3.25"ALUM. CAP PLS 38285 2015 1/4 CORNER SEC 6/SEC 5 3.25" ALUM. CAP PLS 38285 2015 WELD COUNTY ROAD 39 N 00°24'32" W 1327.36' WESTERLY LINE, SW 1/4 NW 1/4 SEC. 5 RP6765 N 00°25'14" W 2653.99' 1 8/7 FOUND 3.25" ALUM. CAP PLS 38285 2015 WESTERLY LINE, SW 1/4 SEC. 5 M94927 NW1/4 SECTION 5 T3N R65W 6TH PM SW1/4 SECTION 5 T3N R65W 6TH PM N 89°32'11" E 2652.19' 1/4 CORNER SEC 32/SEC 5 FOUND 3.25"ALUM. CAP PLS 11399 N 89°39'53" E 1333.19' N 89°39'57" E 1333.31' WELD COUNTY ROAD 38 N 89°45'51" E 2638.43' C-N 1/16 CORNER SECTION 5 3" ALUM. CAP PARTIALLY ILLEGIBLE PLS 16425 19XX RP6804 RP6766 N 89°38'12" E 5297.92' NORTHERLY LINE, S 1/2 SEC. 5 NORTHERLY LINE, NW 1/4 SEC. 8 M94950 NORTHERLY LINE, NW 1/4 NE 1/4 SEC. 5 N 89°43'50" E 1331.20' SOUTHERLY LINE, NW 1/4 NE 1/4 SEC. 5 %1 E 1/16 CORNER NORTHERLY LINE, NE 1/4 NE 1/4 SEC. 5 RP7402 / SEC 32/SEC 5 FOUND 2"ALUM. CAP PLS ILLEGIBLE NE1/4 SECT/ON 5 T3N R65W 6TH PM RP6768 NW 1/16 CORNER SECTION 5 NOT FOUND SE1/4 SECT/ON 5 T3N R65W 6TH PM N 89°32'14" E 2652.19' N89°32'11"E 1331.46' SOUTHERLY LINE, NE 1/4 NE 1/4 SEC. 5 32133 RP6780 514 2.5"ALUM. CAP PLS 38572 2021 RP6779 N 00°33'38" W 2644.75' 1/4 CORNER SEC 5/SEC 8 FOUND 3.25"ALUM. CAP PLS 37045 CAP STAMPED INCORRECTLY NORTHERLY LINE, NE 1/4 SEC. 8 1/4 CORNER SEC 5/SEC 4 2.5" ALUM. CAP PLS 20671 2008 WESTERLY LINE, SW 1/4 SEC. M94933 NORTHERLY LINE, NW 1/4 SEC. 4 RP6786 N 89°24'41" E 2620.70' 1/4 CORNER SEC 33/SEC 4 3" BRASS CAP PLS ILLEGIBLE NW1/4 SECTION 4 NE1/4 SECT/ON 4 T3N R65W 6TH PM T3N R65W 6TH PM 514 819 3.25"ALUM. CAP PLS 16425 1985 RP7385 RP7396 SW1/4 SECT/ON 4 SE1/4 SECT/ON 4 T3N R65W 6TH PM N 89°35'54" E 2632.48' NORTHERLY LINE, NW 1/4 SEC. 9 BEEBEDRqk1/FARMSP,4R1rW4 RE/LTD LIABILITY CO (SHERIFF'S DEED) REC. NO. 2393929 M94936 T3N R65W 6TH PM 1/4 CORNER SEC 4/SEC 9 FOUND 3.25" ALUM. CAP PLS 33642 2006 NORTHERLY LINE, NE 1/4 SEC. 4 RP6789 J M94940 N 89°35'58" E 2632.40' NORTHERLY LINE, V NE 1/4 SEC. 9 N W N M 33/34 413 FOUND 2.5"ALUM. CAP ILLEGIBLE EASTERLY LINE, E 1/2 SE 1/4 SEC. 4 1 9110 FOUND 3.25" ALUM. CAP PLS 16425 1985 SCALE. N.T.S. DATE: 01/13/25 CL/ENT NAME." REI, LLC /INVESTORS LLC SHEET NUMBER JOB NO.: 249011 REV. # REVISION DATE & DESCRIPTION JOB NAME: PELICAN LAKE RANCH FILING N02 DRAWN: JAH CHK: CAD REV: AFE NO: Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SC3 7 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS 120201OTHERS1209025-BEEBE CRAW REZONE-PUDIDRAWINGS\209025_SURVEY CONTROL PLADian 13, 2025 12:26pm III II II II I I II III — I RED PHASE TRACT C 207 223 224 231 232 NOT A PART 210 211 PURPLE PHASE TRACT E FILING NO. 1 i FALCON WAY 239 TRACT K 252 251 250 BLUE PHASE MORNING DOVE LANE 213 214 215 216 MEADOWLARK PLACE PINK 54 PHASE I3 BUNTING WAY W ARBLER W A NUTHATCH WAY 164 161 LEDYARD ROAD SOUTH 138 163 155 133 TRACT J R,Q 157 4Cn._ 162 YELLOW PHASE 194 130 200 199 198 197 196 128 MEADOWLARK LANE _ KING FISHER WAY 97 PINK 61 82 PHASE GRAY PHASE TRACT H FAIRBANKS DRIVE 87 PELICAN LAKE DRIVE BROWN PHASE COUNTY ROAD 32 CYAN PHASE 104 105 106 -MEADOWLARK WAY 123 PINK PHASE 122 121 120 114 115 GREEN PHASE 113 117 111 110 109 CHICKADEE WAY i ORANGE PHASE TRACT M KESTREL PLACE BEEBE DRAW FARMS PARKWAY TRACT P 274 273 W ix • 262 F N 2 C 263 S W J 264 B 265 TRACT R i PHASING RED PHASE 27 LOTS BLUE PHASE 29 LOTS GREEN PHASE 29 LOTS PURPLE PHASE 22 LOTS YELLOW PHASE 21 LOTS BROWN PHASE 33 LOTS CYAN PHASE 28 LOTS PINK PHASE 36 LOTS GRAY PHASE 27 LOTS ORANGE PHASE 31 LOTS TOTAL 283 LOTS F milo !N et H W I- Q DESCRIPTION I REV. NO. aaaaaaaa UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO z Ct a Z w a 0 °o q . 0 zzO-I Z •J U Q (n - ZW w => oO_LLO WELD COUNTY, COLORADO 0 600' 1200' s>✓ 1" = 600' (HORIZONTAL) ICHK[ _ PL TAJ DATE 1/28/2025 SHEET NUMBER PH1 8 141 1 � _ BEGIN: 0+00 N: 1330805.46 E: 3225974.11 201 S16°48'27"W 403.73' R=370.00' L=122.35' A=18°56'49" R=400.00' L=125.45' A=17°58'11" PT: 7+91.99 S17°47'04"W 300.95' R=400.00' L=125.29' A=17°56'46" STATION EQUATION N: 1328606.96 E: 3225555.39 STA: 22+86.16 (FAIRBANKS DRIVE) STA: 0+50 MORNING DOVE LANE) BEGIN: 0+00 N: 1326616.53 E: 3225083.53 PC: 10+92.93 204 205 206 207 S00°09'42"E 1481.38' BEGIN: 0+00 I uu 0+00 Y L; f 0 202 z Q Y. 0+00 PI: 26+99.59 30 PC: 29+37.67 29 R=399.99' L=339.61' A=48°38'51" 28 PC: 33+85.87 27 219 TRACT E -N81°08'05"E 538.03' 220 PT: 12+18.22 PC: 4+03.73 PT: 5+26.08 S35°45'15"W 140.45' PC: 6+66.53 227 1 o ----END: 10+48.12 225 0 0 223 224 ▪ 228 Q 3 O 229 0 • 230 5+00 - S00°09'42"E 238.08' TRACT O 26 PT: 37+23.16 25 24 23 S00°29'45"E 1339.47' 5+00 22 F- N89°30'15"E 1076.46' 21 STATION EQUATION N: 1326623.75 E: 3225917.80 STA: 43+85.96 (FAIRBANKS DRIVE) STA: 8+34.30 19 (PELICAN LAKE LANE) TRACT B / 10 18 0 0 PC: 50+62.63 — 0 0 210 PT: 32+77.29 TRACT C N00°09'42"W 1048.12' 231 232 211 233 10+00 STATION EQUATION N: 1328608.42 E: 3226072.04 STA: 5+66.65 (MORNING DOVE LANE) STA: 0+50 (SNOW OWL WAY) BEGIN: 0+00 N: 1328558.42 E: 3226072.18 32 S48°48'33"E 108.58' R=400.00' L=337.29' A=48°18'48" 0 0 — + 33 0 0 a 17 S32°52'32"W 129.12' 16 / 14 13 / 412 0 11 R=775.00' L=1660.19' A=122°44'16" 42 43 STATION EQUATION N: 1324652.60 65+00 E: 3225965.81 STA: 64+97.29 (FAIRBANKS DRIVE) 9 STA:0+50 Q (SORA WAY) 8 END: 5+77.24 7 6 NOT A PART 3 34 10+00 35 36 37 38 180 OO ,s43' I BEGIN: 0+00 N: 1329218.74 E: 3227076.93 237 236 PC: 2+45.41 ± I 212 0 R=400.00' 235 L=200.81' A=28°45'50" PT: 4+46.22 234 15+00 N89°50'18"E 3219.08' 213 FILING NO. 1 238 S28°55'32"E 245.41' 239 FALCON WAY T S00°09'42"E 682.58' PC: 11+28.80 \ 174 R=400.00' L=298.11' A=42°42'07" S42°51'48"E 195.68' STATION EQUATION TRACT K 249 248 25+00 \ -L 1 1 1 1 1 MORNING DOVE LANE 214 215 STATION EQUATION N: 1328611.73 E: 3227246.08 STA: 17+40.70 o (MORNING DOVE LANE) STA:6+46.10 (FALCON DRIVE) 173 PT: 14+26.91 172 N: 1327714.63 E: 3227487.37 STA: 28+16.48 (PELICAN LAKE LANE) STA: 16+22,60 (FALCON DRIVE) N47°08'12"E 1443.55' PC: 10+76.46 179 178 4v P� 177 184 183 4 176 PI: 16+22.60 tiO O 186 S42°51'48"E 303.26' PC: 19+25.85 247 R=400.00' 185 L=167.20' A=23°57'00" BEGIN: 0+00 N: 1326848.16 E: 3227431.50 S00°10'56"W 149.21' 74 PC: 1+49.21 PT: 13+72.93 182 R=400.00' L=177.85' R=400.00' A=25°28'32" L=296.47' 216 TRACT L WARBLER WAY 171 170 PT: 31+56.84 35+00 R=200.00' L=118.68' A=33°59,53" PC: 30+38.16 166 N47°08'12"E 221.68' PI: 28+16.48 20x0 164 O 187 / PT: 20+93.06 75 0 0 76 Fq4 188 240 241 R=500.00' L=269.62' A=30°53'45" 246 PC: 32+19.08 30+00 153 STATION EQUATION N: 1328511.05 E: 3229039.63 STA: 35+56.44 (MORNING DOVE LANE) STA: 0+50 (BURGHLEY COURT) 169 END: 9+00 PI: 7+96.98 BEGIN: 0+00 N: 1329140.48 E: 3229398.48 242 N35°23'55"E 404.36' 243 BURGHLEY COURT 0 252 251 250 0 u+ 120+00 R=400.00' L=32.56' A=4°39'52" PT: 34+88.69 152 BEGIN: 0+00 N: 1328468.07 E: 3229014.07 S59°15'57"E 253.53' END: 36+94.87 151 TRACT I STATION EQUATION N: 1329114.05 E: 3229435.58 STA: 7+71.95 (BURGHLEY COURT) STA: 0+45.55 140 TRACT T (LEDYARD ROAD SOUTH) S54°31'27"E 530.82' 244 ON 141 Sx�^ PC:5+30.82 PT: 3+92.62 PC: 3+60.06 N30°44'03"E 360.06' 142 150 PT: 39+70.82 143 147 PC: 37+42.23 S33°04'17"E 679.18' 149 R=500.00' L=228.59' A=26°11'41" 146 148 167 168 160 PT: 74+17.71 159 END: 20+02.06 END: 5+04.67 R=400.00' NUTHATCH WAYS o L=400.92' i° X158 A=57°25'39" 154 161 STATION EQUATION N: 1327134.53 E: 3228783.03 STA: 30+98.75 (FALCON DRIVE) STA: 0+50 157 (NUTHATCH WAY) S66°48'48"E 589.70' 163 N00°30'46"W 504.67' 2s 00 162 VF� 189 PC: 26+82.75 R=400.00' L=165.45' A=23°41'58" 190 PT: 28+48.21 30+00 to 0 191 BEGIN: 0+00 r. NIGHTHAWK WAY N: 1326430.67\ E: 3228542.39 200 199 198 N89°30'07"E 453.10' 15+00 PT: 14+44.49 181 A=42°27'58" 73 ,\ / R=400.00' L=173.10' PT: 3+27.06 o A=24°47'43" S25°17'36"E 1294.13' 0 77 70 72 71 69 N89°43'42"E 717.72' PT: 8+05.07 0+00e."...N 5+00 BEGIN: 0+00 N: 1326116.59 E: 3226698.49 39 MEADOWLARK PLACE R=300.00 68 67 L=174.73' PT: 52+37.36 A=33°22'17" 40 PC: 53+66.48 41 51 BEGIN: 0+00 N: 1325366.03 E: 3226290.97 44 52 66 TRACT F 53 0,°_ S59°02'25"E 473.82' 50 PC: 4+73.82 49 PT: 6+17.52 BEGIN: 0+00 N: 1324690.53 E: 3225998.38 46 BEGIN: 0+00 N: 1324527.30 p 45 E: 3226553.52 PT: 70+26.67 70+00 STATION EQUATION N: 1324477.30 E: 3226553.40 STA: 71+25.52 (FAIRBANKS DRIVE) STA: 0+50 (BUNTING WAY) S00°08'15'W 248.72' PC: 2+48.72 PT: 3+21.92 BUNTING WAY S10°37'23"W 284.23' END: 6+06.15 54 48 R=400.00' 55 PT: 11+34.50 47 75+00 PC: 12+95.46 PT: 13+62.20 R=400.00' L=73.20' PT: 17+85.27 SOO°26'39"E 246.78' END: 20+32.05 PC: 7+17.72 R=200.00' L=87.34' 64 N64°42'24"E 137.28' 65 STATION EQUATION N: 1326197.82 E: 3227624.83 STA: 9+42.34 (MEADOWLARK LANE) STA: 6+90.91 (NIGHTHAWK DRIVE) R=400.00' 78 63 PELICAN LAKE PLACE 56 S38°27'23"E 247 54' • 57 0 TRACT A STATION EQUATION E: 3227045.20 STA: 76+17.33 (FAIRBANKS DRIVE) STA: 12+42.84 (PELICAN LAKE DRIVE) 80+00 62 PC: 12+71.39 N64°42'24"E 329.04' 100 79 S25°17'36"E 1294.13' 99 101 PC: 3+40.19 192 BEGIN: 0+00 N: 1327084.53 E: 3228783.48 S19°47'22"E 198.70' 80 PC: 16+21.19 61 PT: 16+73.87 60 81 S32°50'22"E 1121 46' 59 N57°09'38"E 235.48' PT: 89+10.64 58 PC: 86+80.42 L 85+00 SOO°081 5"W 49.67' S89°51'45"E 1653.75' R=250.00' L=66.73' PELICAN LAKE DRIVE S15°09'24"E 358.88' PC: 17+21.07 R=250.00' L=64.20' 102 103 197 END: 6+73.57 R=400.00' 82 TRACT G 83 35+00 155 193 STATION EQUATION NOO°29'55"W 1940.19' N: 1326380.67 E: 3228542.83 194 STA: 18+97.59 (MEADOWLARK LANE) STA: 0+50 (KING FISHER WAY) 196 I I I 20+00 96 SOO°29'53"E 340.19' CD 195 25+00 95 \-MEADOWLARK LANE 145 45+00 0 134 END: 46+50 133 139 TRACT J 175 LEDYARD ROAD SOUTH 1 38 R=800.00' L=763.49' 137 PCC: 12+94.31 136 R=250.00' L=247.72' PT: 15+42.03 S56°55'44"W 460.03' END: 75+07.27 N56°55'44"E 89.56' 135 STATION EQUATION N: 1327740.49 E: 3229700.54 STA: 19+62.49 (LEDYARD ROAD SOUTH) STA: 74+57.27 (NIGHTHAWK DRIVE) STA: 45+89.78 (MORNING DOVE LANE) PC: 70+16.79 132 END: 38+39.26 END: 40+66.44 STATION EQUATION N: 1327140.83 131 E: 3229487.76 127 0 STA: 67+77.40 (NIGHTHAWK DRIVE) STA: 38+03.51 (FALCON DRIVE) STA: 60+25.49 E: 3229494.31 (NIGHTHAWK DRIVE) STA: 28+49.10 121 130 129 (MEADOWLARK LANE) ni„,c) 30+00 KING FISHER WAY 97 L=134.68' 98 94 BEGIN: 0+00 N: 1325766.77 E: 3229449.72 93 STATION EQUATION N: 1325767.20 E: 3229499.72 STA: 54+03.71 (NIGHTHAWK DRIVE) STA: 0+50 (CHICKADEE WAY) TRACT H PT: 50+76.61 84 STATION EQUATION N: 1324638.07 E: 3228482.01 STA: 90+96.12 (FAIRBANKS DRIVE) STA: 24+74.44 85 (NIGHTHAWK DRIVE) END: 91+46.12 25+00 PC: 27+95.33 R=400.00' L=230.22' COUNTY ROAD 32 00 R=400.00' L=398.55' 86 PC: 49+33.55 92 87 91 90 126 NOO°30.03"W 491.01' 125 PT: 35+75.42 124 123 PC: 34+34.05 MEADOWLARK WAY R=90.00' L=141.38' R=230.00' 122 121 A-89°59'51" N89°30'01"E 494.94' PI: 28+49.10 5+00 PC: 4+94.94 114 NOO°29'55"W 1940.19' 115 S00°30'08"E 233.88' R=400.00' L=143.05' NOO°29'55"W 369.60' 89 35+00 88 PT: 31+93.88 104 PC: 36+46.61 S89°55'40"E 452.73' 105 106 113 END: 10+90.09 116 112 PT: 45+54.45 R=400.00' L=143.05' 111 PC: 44+11.39 110 109 PT: 40+41.80 107 R=250.00' L=395.19' 108 CHICKADEE WAY 118 • BEGIN: 0+00 N: 1334373.54 E: 3231367.85 STATION EQUATION N: 1334329.36 E: 3231391.28 STA: 7+51.67 BE DRAW FARMS PARKWAY) STA: 0+50 (EGRET ROAD) PC: 3+11.58 N37°23'14"E 311.58' BEGIN: 0+00 N: 1333794.68 E: 3230872.49 253 PC: 2+51.18 R=400.00' L=103.89' PT: 3+55.08 BEGIN: 0+00 N: 1333945.52 E: 3231590.02 STATION EQUATION N: 1333979.50 E: 3231626.69 STA: 4+74.55 (EGRET ROAD) STA: 0+50 (BLUE HERON STREET) 15-0.00 S79°2120"E 1713.22' S27°55'59"E 251.18' R141411 FARAIss4i, • ."."25+00 S81°46'53"E 402.37 283 278 282 277 S42°48'53"E 835.38' PT: 12+22.08 EGRET ROAD PC: 11+90.46 TRACT P SOO°00.57"E 564.79 260 15+00 20+00 R=400.00' / 274 S89°37'35"E 982.74' S89°37'35"E 200.40' TRACT M R=200.00' KESTREL PLACE N26°59'52"E 277.38' BEGIN: 0+00 N: 1332359.41 E: 3232149.76 26 7 TRACT N 268 iR=200.00' EAST AREA PI: 17+86.87 STATION EQUATION N: 1333324.95 I E: 3232596.81 O STA: 17+86.87 (BLUE HERON STREET) g (EGRET ROAD) END: 25+00 S89°37'35"E 982.74' BLUE HERON STREET END: 6+99 265 STATION EQUATION N: 1332714.87 E: 3232592.83 STA: 23+96.96 PC: 27+30.86 (BLUE HERON STREET) STA: 6+36.25 266 (KESTREL PLACE) PT: 30+45.02 S89°37'35"E 283.42' END: 33+28.44 PC: 32+29.70 35+00 R=1762.95' PT: 43+73.53 END: 51+00 o et LT' w 0 DESCRIPTION REV. NO. <4444444 a. 0 0 ce ,u2g 0 LL,u, UNCC CALL BEFORE Z 1/4-1 Z YOU DIG (2;z 0 811 () 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO WELD COUNTY, COLORADO 400' 800' mml PL TAJ 1/28/2025 SHEET NUMBER HC1 1" = 400' (HORIZONTAL) 9 141 OH COUNTY ROAD NOT A PART 217 \\- 218 TRACT E 238 MEADOWLARK PLACE 41 52 53 TRACT F BUNTING WAY FALCON WAY 215 216 173 TRACT L 171 170 WARBLER WAY 166 167 TRACT A FAIRBANKS DRIVE' 102 PELICAN LAKE DRIVE TRACT G 1 COUNTY ROAD 2 k' PROPOSED 8" WATER MAIN (5' DEPTH TYP.) NUTHATCH WAY 103 198 197 196 104 105 106 TRACT T TRACT J 131 127 30' CL TO ROW VARIES VARIES 27" MIN. 60' RIGHT-OF-WAY 30' CL TO ROW PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 EXISTING GROUND -0.28 4.1 VARIES T 27" MIN. VARIES PROPOSED ROADSIDE DITCH PROPOSED TYPICAL LOCAL ROADWAY SECTION LEDYARD ROAD SOUTH 135 MEADOWLARK WAY 123 124 122 107 121 112 111 110 109 108 137 136 125 i i 120 CHICKADEE WAY 119 118 EAST AREA r. TRACT I .W miI L 15' UTILITY & DRAINAGE EASEMENT 278 282 N / /> / 77 \\ KESTREL PLACE / \\ \ 270 GAS TELE \\ .269 TRACT S 267 TRACT N 268 PVC SLEEVE (TYP) MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN THE BOTTOM OF ALL CULVERTS/FLARED END SECTION AND THE TOP OF ALL DRY UTILTIIES E MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN THE BOTTOM OF ALL DRY UTILITIES AND THE TOP OF ALL WATER MAIN PROPOSED TELEPHONE MAIN GAS - TELE -- -- TELE --- E E TYPICAL INTERSECTION SLEEVING DETAIL SCALE: 1" = 20' LEGEND W PROPOSED WATER MAIN PROPOSED GAS MAIN PROPOSED TELEPHONE MAIN PROPOSED ELECTRIC MAIN PROPOSED CULVERT/STORM SEWER EXISTING WELL EXISTING GAS LINE FO- EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE EXISTING EASEMENT PROPOSED EASEMENT 11 1 11 11 11 OIL & GAS SETBACK RED PHASE BLUE PHASE GREEN PHASE PURPLE PHASE YELLOW PHASE BROWN PHASE CYAN PHASE PINK PHASE GRAY PHASE ORANGE PHASE 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO LL� .0 W c4 W I- 0 DESCRIPTION I REV. NO. aaaaaaaa z a z O I v O 08 z H z W W zOJ z—i U Q (n njzw zWJ> oo_LL.O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE: 1/28/2025 SHEET NUMBER UT1 10 141 EXISTING CONDITIONS NOTES: / • // 1 \ \ 1 \ I I 1 1 _ I I N / 1 1- 1 II 1 / \ \ I\\ \ \ 11 •\ 1 \\ -- -- i III 1 I \\ \ ,,\ \ \ \ i ---\ I \\\\ 1 \ �\ �� I C�A \ \ :\ .....", / / / 1-1---.1-'1 \\I\ [I: \� \ ,1.4": ......(:: (:"-\::(77:2`,„/'?‘ ) _ \)\\\\\ ` \\\\�,\_ : \\\\\ ,^\` \ (` t\`/'///// //,•, \ \\\ I\ `) -/ ' ---A \A\ '\ //' --' / / \'\III l\\`\\ `-- 1 _\\,�\10\��,, • 1 \ \ \ \ \ \ 111 ''----''' /-:\.A 1.\q\ \\ /\ I \ ``\ , ...........„\ Al\\IOV — \\\ 76 �1i1 \ \ \\\II \\\ • \l 1111 �..\ \ 11111I11 �i/'- O ( , , 1 \ \\`\� \:`�\ ( II I I II \ \ \ / II 1\`\\ ( �,'� \ \ . ,1 4. (♦ \ \ l , -30. X' ,7 \,:,\\,\,,„ -,.\\\\,\ I - , �`\` \ / ,,, N ( \ 1 \ \ .\\\\\\p 1 \\l \ \ \ e1\ ).. `` ` O �� 1 I I I {03 \\p\\ 11111 I \\�\./ \l11\ I AI 1 V/ '\��V•�A V\\\\\\\; i \ \ A (�. I ;`\\A A vVl /_�_ _/ \ \ ��1"Fl A O \ 1. ( )lll1/- '��. j A`V \ ` ,\ I \\� , 1 r. \\ \` \`\\\ \ • \\ \\_./ / \ \ \ / ) 1 •\• \`� -! \ \ 1 \ 1 \ �' - I/�/I� ,I' z'// I I' I \\ t ,III J� \ GRAVEL ROAD/TRAIL TO BE - ` \\, \ / 1 �' \\ \ J_-\\/ 1 \ //'.'' REMOVED DUE TO GRADING (TYP) + �� i a\�_` ; ! }/ i ^1 \\\ J \ \ , 1 1 1 \ \ \,\ .'\-^)I/// / V' ,'I \\I! \ \, ..' \ / 1 I f'/ /J /I/ `\I\\\;-\ I II 1111//' I IV(';' -'41‘''''; I NN • / 1 I \ ,,,,---,\ / \ I \ ,•••--- \ \ \ \ � 1 11111 1 I / 1 \• . 1 V 1 rp �..A 3. t \RCN \ 011 1V \O . J \ \ \ lir) I (\1 \• /.2.‘"1/11/1\()(;) \' \,�v-\`�,` REMOVE & RESET EXISTING FENCE TO 1 , / IVN ,AV � V 1 //' /I p V\� �� __' 11 /'�•-\ AJ `v�� ( .7\ V A , . ♦i' 1A\ IA\ \V \\\\\.\\.\\N AA , / \ l \ 1 l' \ \ 1 ' / \ II(nIko l hil I2/1 101 b..I / -/ / `J \\\�\\ \\\:\\\\\\`\�\\a\\\\,\\� 0111 X11 b' 11 \1 \\�/ :. \ / • / 1� 1 x..fl \1\ww \\o.\\o oI / /, 1 1 `� \ , \ \\N �l /( = 1 �\ \ i7 I I \ ICTI / ` •\\ \� \ \ - j ,I ' 111 I \ \ `\ \, \\ // / r/ �. T., , ,_• \ \ ✓ o / / `` \ O 101 1 \\\ \ I! / J1 I \A, / :1: 1:1 • r , �� / \/1)///////7/./'./ )/l/l// I / /' //////, / ---( • I \ --_-- \ :8°01----- //---_-__ lr/'''///////////////////'--''\---( / '/"l ' \\ ``\\ r rte_:;'/' iili i i\\ \ I/n /' \ ,\ \ ( / iz \\\ \ \\ / IrII\I\�\ 1 \ \\ \\\\\ { > \ \ \ N: \ I /�\ \�\\\ Wc. I 1 \ , \ \ \ N \ \ 1 11 \\\ \1I \ 1 \ \ `\ \ \\ \\`\III\\ ^ \\\ \ N /, ) \ op / I / C) I;,•r 1 } 1 \ ( 1 4•--::N I / .\ \\ \� \\\ \\ \ I �`-- �,,11��.i.�\ _ \\� \\\\\\\ \fir I zA -////1//NA 1 \1 \111`, 1 l , G - , \ \ \ \1\\ \\ �-\ I!j_� �\ \\ \1j1\ 1 / /'/'/--'' \\\I \ I'' `_\`�`\ ^`.\ \ \ TI \ I \ 11 All III ' ' /----,„ / f > \I \\ Al t\ I i l /---- , - . N\ \ . _ -' \ A \ I. \ \r � 1II' \ / ' 1 I r III 'a N \\ \\ \; I;III I \ \.---. 1 r'.I , II,J/ \ \— \ \ \ J // V \ III I , / ) A vN. \, / ' r ' ile;//( ll \ 1 \‘\‘ ' //II; / I \ \ I\ 1 1 I .\\ / / ^\ \\ 1 ! \ / I lir' \ NO j J PROPOSED R.O.W. ALONG FILING 2 FRONTAGE \ I ---- \ \ ` I \ I /// '-//,' ) \ , / \ 11 -`\\`\\---,. 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N ` 5 X10 Y \ 1Q \ I I .9\\\� \��\ \ ‘..D• / �N, _ \. • N \ -Z.."\11% -c> {f, A ' 1 ` CONTRACTOR TO COORDINATE ANY \, \\A \ \ i REQUIRED GAS FACILITY REMOVAL WITH \ \\I,` \\\ \ ;1 \ RESPECTIVE UTILITY COMPANY \ \ \ '\ I\ \�J I `I l \ 1 \`\\ \ 1 OP \ \\ 1 \I ',' ` I REMOVE & RESET EXISTING FENCE TO \ / i 'I I\'\ \ PROPOSED R.O.W. ALONG FILING 2 FRONTAGE \ / \ \\ \ /- \ \1` \ 1' ` I I 11-. 55,•15555 / (I / I N \ - I `\ \ \ I 1 \\ / I I / \ \ \ I I ` / I \ \ \I \ 1 I l -- / I I \ I ._,--A COUNTY ROAD 32 " (SEE SEPARATE PLAN SET) b9 ' / 1 \ / 1 I // I \ 1 \ \ \ \•I I N \4..I I N \ \ CO \ -- \\ \\ \ 0 \ I 1 \,\ 1 \ 1 0 1 I \ I /_ \ \. \ \. \ A \Q 9 \ / I \\ \/ j/ 1 \6, / I\ 1\ / I I • / I \ I \ 1 \ I \ \ N , \ \ N • • \ • \ - `max )1 /�\ \ / 1 \ \ 1 V I . I I ,,,N // 1111111 / qkt • EAST AREA • • • GRAVEL ROAD/TRAIL TO BE REMOVED DUE TO GRADING (TYP) • • THE UNDERGROUND UTILITY INFORMATION SHOWN HAS BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL MUNICIPALITY/DISTRICT. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION CANNOT BE GUARANTEED AND THE CONTRACTOR SHALL CONFIRM UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY ACKLAM, INC. DEMOLITION PLAN NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR ANY REMOVAL AND/OR RELOCATION OF UTILITIES SHOWN ON THESE PLANS. 2. SHOULD THE DEMOLITION/CONSTRUCTION ACTIVITIES DAMAGE ANY SITE FEATURES NOT INDICATED FOR REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. /O64 LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EX. IMPROVEMENTS TO BE REMOVED EX. EASEMENT OIL & GAS SETBACK EXISTING WELL EXISTING GAS LINE FC EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO t)(1110 cc Laiej O IONS & DEMOLITION PLAN O z b o zzz (H)< Ro(DP cn 6i -u=1)7 O cuila WELD COUNTY, COLORADO 0 400' 800' mml 1" = 400' (HORIZONTAL) PL TAJ 1/28/2025 SHEET NUMBER EX1 14 / // \ 0/ i -___o .---„..„,„ O \ _ 0 ji I I I , ../.. I \ < E I ct ------,..---..-----2........„ /217 . \ STRAIGHT EDGE SAWCUT MIN 2 FT FROM EXIST EDGE OF /) . , ` PAVEMENT OR AT FIRM PAVEMENT (WHICHEVER IS LARGER), / / ) .... /00 REMOVE ASPHALT, MATCH EX PAVEMENT AT SAWCUT LINE. / / / / O� ` o DITCH SECTION VARIES - / / / MATCH EXISTING ELEVATIONS 7 2+ SEE GRADING PLAN / / / / BEGIN TRANSITION TO EX EOA & EOS 27 / . • ` \ _ I , I \ / Oo V) Z _ O L 4110 ` .. Q O :4* - O \ 403. ?3, vi/ 4+ IY 36 / • / / \ \ 0 ��7 �Op, / // / \ 4�78?233 / / / ��, 6;(/ / 218 • ■ J �.�1■� ,•��• / �•w DATE •, r'�-, GAS CROSSING -- -- 00 ► I<0 N co I i / i �, / \ NO O s \ ; 219 � N \ OJ ,� GAS CROSSING Ci' N • \N N N Oos • • 0S° DITCH SECTION VARIES 4S ^ SEE GRADING PLAN �`� •N \ '�oT \ a N . N N \• ,x00 \ ,y a. \ \ �-.76. X00' O . S'ACCORDANCE S8 77" �� \ , \ 00 \I �° DITCH SECTION VARIES - S17. SEE GRADING PLAN 3p 04^ \ ____ 47 GAS -CROSSING 0, gS, '`00 �� \ I I I I - I I I I IN I I I " • I I I a 220 rn rn o� U o I ce)2. N cd ' " I W I KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED RECOMMENDATIONS ALL INTERSECTION EDGE DEPRESSIONS SHALL BE OF PAVEMENT THAT ARE FILLED IN TO 95% FOR GEOTECHNICAL PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE \/ —�, \ 1' 10400 �� I a W LEGEND REV. NO. . • / \ �►,► R=400.00'• i I2 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH i \ . . 125.29' EOP-EOP 4=17°56'46" CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO \ \ ♦ 1�o 12+00 ��\+ ° �� 13+00 Iw S00 0942E CD - - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED / I ��i 1481.38' i 201 • - w • - / 202 I I I I I I 203 I I II FAIRBANKS DRIVE - PLAN VIEW �I . I I GAS CROSSING I - I CULVERT 1B I CULVERT 1A DITCH SECTION VARIES - 204 SEE GRADING PLAN III _ _ Z ' J U '� ' G I IIIII PROPOSED CULVERT/STORM SEWER EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4940 4940 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X HP STA=8+82.38 HP ELEV=4925.33 LP STA=5+02.16 LP STA=12+08.46 LP ELEV=4918.39 PVI STA=8+78.71 LP ELEV=420.00 4935 PVI STA=5+76.48 PVI ELEV=4927.O8 PVI STA=12+00 O0 4935 CALL UNCC BEFORE YOU 811 DIG PVI ELEV=4918.00 A.D.=-5.83 PVI ELEV=4918.00 A.D.=3.45 K=41.15 A.D.-5.35 H 240.00' VC H K=56.05 K=58.00 200.00' VC ° rn 300.00' VC . 4930 4930 00� 00� co co LX) (NI +� °o O" +� r�iH O� �" 00 �� o _STA: 4+76.4 PVC: 4918.4 STA: 6+76.4 PVT: 4921.C l**-- 71- o) 71- o •O a 11 1-800-922-1987 OR M O I- a H i 0 0 co O " rn u)0_ (nom �-� f� 4925 + i / \b IL 4925 Q> u PROPOSED GRADE ALONG c. i- ,2,83% w 301°,° UTILITY CENTER NOTIFICATION OF COLORADO 0_ a 4920 \ 4920 `� / 0.44°'° EXISTING GRADE ALONG Q C 4915 CD 4915 APPROXIMATE LOCATION OF C7 CULVERT 1A CULVERT 1B f EX GAS - DEPTH IS NOT KNOWN CULVERT 2 APPROXIMATE LOCATION OF 48" RCP 48" RCP 36" RCP EX GAS - DEPTH IS NOT KNOWN ► PROJ PL 4910 c9 4910 C C7 APPROXIMATE LOCATION OF EX GAS DEPTH IS NOT KNOWN ENG : TAJ - CHKC 4905 4905 DATE 1/28/2025 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RDI 12 141 i� I/ I /CC 209 �\Oz Q III I o LL g \ 411 D 1 N I:IIi- WI UJ II 221 222 0 CD O 223 , • I iI I I I ,CC , II I I \ �,/ / — i. a,O Lo. 0)� N — ' d- ex— ILU --\ I Q v1 0 111 - 7 H DATE T\ Li KEYMAP DESCRIPTION ' 26' EOP-EOP —�� - - - - - - - - - - - - - - -• -• - - - -- - --. - Iniii ROADWAY NOTES. . w- �- - - - - _ �' 14+00 15+00 16+00 17+00 18+00 S00°09'42"E 19+00 I I I 20+00 A I 21+00 I I I 22+00 I 23+00 24+00 25+00 26+00 I I I I I I 1. ALL EXISTING DEPRESSIONS BE FILLED SHALL BE ACCORDANCE WITH RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF PAVEMENT FILLED ALL FOR CURB UNLESS GEOTECHNICAL THE RETURN THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE I 1481.38' O ' W 0_1_ �• • w - - - Z 27+00 -1 Z J GAS CROSSING \-STATION EQUATION J _' U' C' Gc 1 205 206 °\ \ O� C� I I 0 207 I I I N: 1328606.96 E: 3225555.39 STA: 22+86.16 (FAIRBANKS DRIVE) STA: 0+50 (MORNING DOVE LANE) 208 ' U I I- Q CC 'G 1 LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED PROPOSED - - - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER O EXISTING . OIL * EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE - I O FAIRBANKS I DRIVE - PLAN VIEW FO EXISTING WATER LINE 4945 4945 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=23+49.59 811 UNCC CALL YOU 811 BEFORE DIG 4940 PVI ELEV=4924.51 4940 A.D.=1.57 K=127.39 200.00' VC _ H H 4935 _ �- i °� 4935 __ PROPOSED GRADE ALONG Q ' N N �' .71- 1-800-922-1987 r L',1 OR / • .. N 0 N , > „ > 4930 • `� `� 4930 o o N 2 53°�° HP STA=18+81.27 • UTILITY CENTER - NOTIFICATION OF COLORADO HP ELEV=4933.45 0 4925 ti PVI STA=18+72.05 0 N 4925 PVI ELEV=4934.97 -___ _ co� A.D.=-4.72 coa —_�— -0.62%-______ EXISTING GRADE ALONG QK=55.13 260.00' VC 4920 4920 OF APPROXIMATE LOCATION Fit 4915 EX GAS - DEPTH IS NOT KNOWN 4915PL III II ' TAJ r � kii �i 1/28/2025 4910 4910 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD2 13 Or 141 / �/ G / / / / / G / �J G G c� / G / / G� G / `° — M ,� M _, i \ I Ln I' H ' w Q E Ce ow%in I A O * li v lam p \_ il 110 / O -- ' - - - - W iii■ J Q N / 7 32 �' // 37+00 38+00 39+00 40+00 /, / 0�0 i C. O i7 600 / 3 III •�� IX �� P--°'°1.9 �3oS�S M r' L,J' W / / / 0 ( o, O / O II I � I \\ II -\ I \ I \ DITCH SECTION VARIES - I • \ SEE GRADING PLAN I I I� 31 T `��X� • // / / / / N - co N gg' 6 o 9. � 33 �5 ,p / O. / / , /,//, ��h� / 9 // / 4°`b 143• / o / xP / �`3/ // / / / / / / // / � / o / 35"0 / .,-, 7 v , / I GAS CROSSING 0 `' O 26 25 24 Z ' IP_ 12 la � ll �_ �� • ►I DATE iii!s____,) KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE .� . � 3 / / LEGEND REV. NO. WLLI o y' 28+00 0.�. `V N 414414141414141 o (f� S00 0942E w • ■ 29+00 w 30� a,7 I o ----- G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH i' 238.08' ■ I Y .----,,,....--/ J_ � 28 O _ /- CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO W _ _J U V � - _ FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED z 1 r-1 -__ - 26' EOP-EOP J UI C<C' G \ i DITCH SECTION VARIES - SEE GRADING PLAN I 30 I I _ 29 FAIRBANKS DRIVE - PLAN VIEW 0 `' \ W W W ill PROPOSED CULVERT/STORM SEWER / EXISTING . OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4945 4945 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=37+85.99 PVI ELEV=4930.91 LP STA=28+40.14 A.D.=0.82 4940 LP ELEV=4921.55 K=244.06 4940 CALL BEFORE YOU 811 DIG PVI STA=28+73.50 200.00' VC PVI ELEV=4921.26 rn rn A.D.=2.80 co a) N LO CD co K=42.92 EXISTING GRADE ALONG °+°cy, °+° 4935 120.00' VC ° co 4935 o PROPOSED GRADE ALONG Q o a 1 45% „co.o , - N 0 I, 1-800-922-1987 OR N M N 4930 N -' — — 4930 a Q ~ 0.63% � ` H u) — o UTILITY CENTER NOTIFICATION OF COLORADO 4925 4925 2:00 APPROX MATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4920 4920 I Fi PL 4915 /CULVERT20B 4915 OII' /� i� 36" RCP TAJ CULVERT 20A 36" RCP k CHKC 4910 4910 kii D DATE 1/28/2025 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD3 14 141 Q El ix .^ pi% VI I x H WI , ► 1 I 34 I I I I ., I , ►► ► I I I I 336 ----- yr DITCH SECTION VARIES — SEE GRADING PLAN JJ II II II II I . I I \ 38\ L.._______ ----- 39 c,-) co co + a 40 [ oLL37 ~0 4110 W N IX CI J \ DATE - 26' EOP EOP _ _----- KEYMAP DESCRIPTION —•_�� ' W.- • .-. N X�, - - - -•- - - - R;3p W W `� I 41+00 42+00 S00°29'45"E 43+00� 44+00 45+00 46+00 48+00 49+00 50+00 I I® 51+OI I4= I 1339.47'IIII Y47+00 O ROADWAY NOTES: S'`oo \ — — — — — —— — — — — — _ W — — — — — — — — — _ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE z' - ---- �� J _'• U _ I I STATION EQUATION -_ _ (WITH 31' EOP-EOP BIKE LANE) tSO x 'L 6' QCS ,`. • `'"0 '/;/' C/ H' C<1 G I 23 22 I I. II I I. I I I I17 •I I N: 1326623.75 E: 3225917.80STA: 43+85.96 (FAIRBANKS DRIVE) STA:8+34.30 (PELICAN LAKE LANE) 21 20 FAIRBANKS DITCH SECTION VARIES -44/ SEE GRADING PLAN 19 DRIVE - PLAN VIEW 18 S32°52'32"W 129.12' \ 54+00 q / 16 � ' CO /, �� '/ �- (C) LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED II II II II I PROPOSED CULVERT/STORM SEWER - 7 * FO EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4955 4955 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X HP STA=51+24.43 HP ELEV=4937.33 PVI STA=51+10.78 4950 HP STA=40+80.48 PVI ELEV=4938.71 4950 8CALL UNCC BEFORE YOU 811 DIG HP ELEV=4934.65 A.D.=-5.62 PVI STA=40+83.24 K=35.57 PVI ELEV=4935.21 LP STA=47+13.58 200.00' VC PVI STA=53+78.44 A.D.=-3.01 LP ELEV=4928.69 PVI ELEV=4932.21 4945 K=49.91 PVI STA=47+81.07 A.D.=1.64 4945 150.00' VC PVI STA-43+72.06 PVI ELEV=4928.17O STA: 52+10.7 PVT: 4936.21 K=73.04 _ IH PVI ELEV=4930.71 A.D.=3.82 + rn 120.00' VC C.IS,,,��- 1-800-922-1987 OR N� � A.D.=0.94 K=52.41 I_ • o M c) 'l- K=127.98 200.00' VC j 4940 f' 4940 120.00' VC cn �- M H M c) ,_> ,_> c.o � -� U)0 Cl)� oc.iCfl �M• (Ni + + 03 � Q� F)3 M 7 v \ uj a. Uj a_ UTILITY CENTER NOTIFICATION OF COLORADO 4935 �— 00 '2.43% 4935 a u) a. u -1.560 a CL PROPOSED GRADE ALONG 3.01° 4930 -0.62% 4930 EXISTING GRADE ALONG Q -/1 II, /Fi PROJ PL 4925 4925 II' i I CULVERT 22 1' ENG : TAJ 30" RCP ► k CHKE 4920 4920 kii ' DATE 1/28/2025 40+50 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD4 15 OF 141 1\"i 41 li 'S / 45 Vgl• 4/ \ �#16. sF , // ° ��s r, \ 42 / - �� \. \ 44 / `� �� `\ \ SS"o ` i / / �7% \ N• o N v �� / ,V \ \ 43 STATION EQUATION / Q CtN Do `L- Olt 3 I - < et 0 N DATE KEYMAP DESCRIPTION \ \ \ N \ N \ `\ so ` \ N x x \ N \v \ x \ S>Xo \ x x \ \ \ , - _ _ \ 581'00 • _ - - - • , °O / N: 1324652.60 , i / . OOx / / / E: 3225965.81 i ST / • / (FAIRBANKS DRIVE) / STA: 0+50 v , / / / / / V CHANNEL (SORA WAY) r 3.5' DEEP k° •0 / 4:1 SIDE SLOPES 6 �'' / 5 31' EOP-EOP , ' // kp0 \ .•� (WITH BIKE LANE) _ _ - _ . 6 \ \ / - - - / - \ \ �j \ \\ ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE 15 . 59+0p• . - R=775.00'• \ / LEGEND REV. NO. �\ \ \ 60+ 00 61+00 L=1660.19' 62+00 P=122°4416" \ \ \ \\ dddddddd \ \ Et ,, \\ •\\ G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH \• \ - ` \\ \ / - _ \---_-----------------� \ \ 14 \ \ \ FAIRBANKS DRIVE - - - \ • \ \ \\ \\ \ /� \ \ \\ \\ \ \ \ \ \\ \ \ 9 \\• \\ \ / - PLAN VIEW CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED IIIII PROPOSED CULVERT/STORM SEWER - * FO EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4945 4945 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X PVI STA=58+24.44 PVI STA=61+62.29 PVI ELEV=4928.71 PVI ELEV=4916.02 A.D.=-2.97 A.D.=3.25 4940 K=50.50 K=61.54 4940 UNCC CALL BEFORE YOU 811 DIG 150.00' VC 200.00' VC H � H BH 0,) N N PROPOSED GRADE ALONG 4. N rn N 6 4935 it Ln o v o N 4935 co ,_ 0- ,_ 0- �� 1-800-922-1987 a ID OR 8 '� -078°�° 4930 4930 ' ___ UTILITY CENTER NOTIFICATION OF COLORADO 4925• 4925 ..3.,5c? 4920 • 4920 EXISTING GRADE ALONG Q A----___ — -- —. e 7 PL 4915 ` , , 4915 — —0.51% TAJ CHKC 4910 4910 � DATE 1/28/2025 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 67+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD5 16 141 46 sic' C/) 41 \�-____-_ r--- CO N 0 \ \\ \ \ \ �\ ,\ ,\ 1 �I 31' EOP-EOP (WITH BIKE LANE) I \ \ \\ � \ �, I 57 0 \ \ \ ', I�o I o • I� I,� 1 I E Oz N o H = ao CcN 12C47 / wH _ / \--ri W 0 �� KEYMAP DESCRIPTION Op x;1660:0 �� 68+ 19 GAS CROSSING 0 GAS CROSSING 122°44 ••••••••••. - - 16 " 69+pp Iw `' 70+00 +- 71+00 72+00 ® i 73+00 74+00 75+00 I I I 76+0 CG ELF I 77+00 S89°51'45"E 78;-\ I 79+00 80+00 I H- I Lill ROADWAY NOTES: �\ S - IL o I •T 1653.75' 1653.75' A( I i 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS GEOTECHNICAL THE RETURN THAT ARE INTO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE , ND _ _ 81+00 W �� , _ 1 1 n z _ - - - - - - - - • . _ �Q' IHIN' I-1 J V CHANNEL STATION EQUATION NEL STATION EQUATION / / / I I C,) 3.5' DEEP SIDE SLOPES 3 / III • • I N: 1324477.30 3.5' DEEP N: 1324476.12 E: 3226553.40 4:1 SIDE SLOPES E: 3227045.20 STA: 71+25.52 STA: 76+17.33 (FAIRBANKS DRIVE) (FAIRBANKS DRIVE) STA: 0+50 STA: 12+42.84 (BUNTING WAY) (PELICAN LAKE DRIVE) 2 I I . I I\ . • / \ • ` i _ 04:1 0 o TRAPEZOIDAL CHANNEL J 8' WIDE BOTTOM, 3.5' DEEP I~ 4:1 SIDE SLOPES I Ic I ) I C / / / O / \ // / / / Q C LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED 7 . * EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE I / / I / / l FAIRBANKS DRIVE - PLAN VIEW A I / \ // / FO W EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=71+47.99 PVI STA=74+75.75 PVI STA=77+09.38 PVI ELEV=4905.51 PVI ELEV=4903.54 PVI ELEV=4898.71 A.D.=1.58 A.D.=-1.47 A.D.=0.61 4920 K=75.89 K=81.84 K=195.23 4920 UNCC CALL YOU 811 BEFORE DIG 120.00' VC 120.00' VC 120.00' VC ""HH � H co l'IH oo N O - d r -co 00 �� 0 �M tri rn6; ai 4915 + ti N ti 4915 EXISTING GRADE ALONG a � � U) i/ 1-800-922-1987 t,, � OR 4910 I 4910 -2.18 Nt •Nr `. / PROPOSED GRADE ALONG 4_ o - - ' - . UTILITY CENTER NOTIFICATION OF COLORADO PVI STA=68+18.44 4905 `- _ _ -0.b0°/a — — 4905 . U PVI ELEV=4912.71 > H > ,_ A.D.=-1.68 u)0- u)4 - -- _ - --__ ---�� K=71.51 120.00' VC -2.07/ 4900 flia4900 `�-..—_____ — CULVERT 23� 30" RCP 4895 4895 PL TAJ 00 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4890 4890 1/28/2025 67+50 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD6 17 OF 141 \ \ \\ • . \\ `\ \\ ` `\ce •\ \ \ \\ \ • \ \ \ 58 CULVERT 24A p�\ STATION EQUATION < E .„ ,,,,, v, I A v 1 li il 0 Q o W — W W ' I I 31' EOP-EOP (WITH BIKE LANE) CULVERT 24B O /��, xp N: 1324638.07 7 ��t 9 \ E:3228482.01 -off / i � •\ \ STA: 90+96.12 \ (FAIRBANKS ox , / \ \ STA: 24+74.44 DRIVE) o �� Op ce► \ \ (NIGHTHAWK DRIVE) � O x o / / / 3`b 9 \ ` ` ` / i ' X1co 7 ° `� KO •�� , `\ `\ (Ooo <j — xc) i V \ W Q II &tilli ffr Illp- DESCRIPTION 21 Wi i• /\ . - \ \ / \ / `\ -4o0.0°:22, ROADWAY NOTES: W — R, O g8}oo \ ` \ \\ WI � 82+00 O 83+00 84+00 S89°51'45"E 85+00 86+00 L-23 s'3$" 87+00 p=32 5 / \ / i \\ ` \ \ 1. ALL EXISTING DEPRESSIONS BE FILLED SHALL BE ACCORDANCE WITH RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE + I I -I- I I I- I I • 1653 75 / \ \ ` • \. \ W �� - ,--\ \ \ \ \ Z \ I- ' 2.\ TRAPEZOIDAL CHANNEL 8' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES _ �' ` \ \ \ \ • \ \ \ \ - LEGEND REV. NO. 414414141414141 102 103 / I/ O \\ \ \ \ • \ \ \ \ O \\ \ \ \ ' ` \\ \ \ I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER - EXISTING 7. OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE FAIRBANKS DRIVE - PLAN VIEW i EXISTING WATER LINE 4905 4905 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4900 4900 811CALL UNCC BEFORE YOU 811 DIG 4895 4895 PROPOSED GRADE ALONG a 1-800-922-1987 OR 4890 4890 -1.45% c6 UTILITY CENTER NOTIFICATION OF COLORADO 4885 cor- 4885 Q w I- (/) J W 4880 5 > 4880 EXISTING GRADE ALONG -/i A - PRO PL 4875 CULVERT 24B 4875 30" RCP ENG : TAJ 24A CA)CULVERT CHKC 30" RCP.._ 4870 4870 DATE 1/28/2025 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 91+50 FAIRBANKS DRIVE - PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD7 18 141 O O o WIW I I r-----"140 O / • / , • •/� % DITCH SECTION VARIES - ♦ •� SEE GRADING PLAN • •/ ♦ ♦�� G� 2 i • • ;.�_i�� • 138 139 N 00 M +/co DATE - G , 26' EOP-EOP III - W W "i�� 'i� /� _ \ Pet � ' 1 1 KEYMAP DESCRIPTION _ 1+00 2+00 3+00 S54 31'27"E 'I. 4+00 5+00 6+00 R;"--800 530.82' I c I� I . I I on \ I co p I ® I 7+ oo X63.49. a ` \ '5 sp" \��\\ ROADWAY NOTES: i --- �� , ,, % I • I / .-;7 / STATION EQUATION I , I I I _ 8xp0 , -______ '�Q -__ �� L \ \ ---_. \ x0 '�'` \ \ \ p \ /' \ is �� 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE 243 • ' .47 Z /•, j �/ 47 ` • ®�. I I • I N: 1329114.06 / E: 3229435.56 STA: 0+45.54 (LEDYARD ROAD SOUTH) STA: 7+71.95 (BURGHLEY COURT) 141 I i I I I LEDYARD �, `'' DITCH SECTION VARIES - 'V SEE GRADING PLAN \ CO� 10+00 141 142 143 I `' t) I '�`` ROAD SOUTH - PLAN VIEW LEGEND REV. NO. <14444444a G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 LEDYARD ROAD SOUTH PLAN & PROFILE WELD COUNTY, COLORADO SEOCTION PROPOSED LINE - MATCHES IONO7 UNLESS OTHERW EASEMENT IS Mil PROPOSED CULVERT/STORM SEWER . EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4925 4925 EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE 4920 4920 EXISTING FENCE X LP STA=3+44.52 4915 LP ELEV=4896.42 4915 PVI STA=3+00.00 PVI ELEV=4895.50 A.D.=3.35 EXISTING GRADE ALONG Q K=74.52 4910 250.00' VC 4910 811 CALL UNCC BEFORE YOU 811 DIG O N Q Q o O c o �n O CO co O Lri cO tri c.s5 / / o .71- + CO � CO / --� _ 4905 „ Q Q / 4905 �w �� '' 1-800-922-1987 OR CL CL - / 4900 -2.27% . / 4900 �'... PROPOSED GRADE ALONG g - UTILITY CENTER NOTIFICATION OF COLORADO // 4895 4895 4890 4890 PL 4885 P-7-/1 -7 4885 TAJ 24" RCP P-2 CHKC 54" RCP 4880 4880 DATE 1/28/2025 0 60' 120' SHEET NUMBER 4875 4875 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 - LEDYARD ROAD SOUTH PROFILE VIEW r 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD8 19 OF 141 • i 134 / 136 I / I/ o DITCH SECTION VARIES - I/ I r SEE GRADING PLAN I + / I STATION EQUATION �n 14:1( - E Qz I - I J Q Q y `- I I N: 1327740.49 a I I E: 3229700.54 _ _ _ — — I I STA: 19+62.50 / , - - - - _ I I (LEDYARD ROAD SOUTH) O ' - - - - I STA: 74+57.27 J ,� \ ' • �.��c'l I / -- R'25 ,0 2, — — — — I I (NIGHTHAWK DRIVE) 'N ' ,"„ "11-ic` -- 4 — — nu 15+00 0 CO. , 0 D 16+00 --_—___ IW / / 1�x coo O — 17+0pH. _, . _ // . / / / — — — —— —�� W 18+00 Co 19+00 W U 460.03' / / O �'/ ---_-- ......... W DATE L / --_ /// ,`X CO /ice/ 26' EOP-EOP --- 20+00 / , z—_ 1 / / - - I I Z / // // . STATION EQUATION J// I I I� KEYMAP DESCRIPTION / . •// // o� C. ,4) / o / 137 // �,�o�/ p��0 / / // // // oo // x / / /' / / • / /// / / / /,/ CHI `/ / // NF / FF g1� 1/4)/../• FF 7%21\-I / N: 1327740.49 I I / IC /144 DITCH SECTION VARIES - E: 3229700.54 IROADWAY SEE GRADING PLAN STA: 19+62.50 /• I 1� (LEDYARD ROAD SOUTH) / 1 / STA: 45+89.78 I I I 'Q (MORNING DOVE LANE) / 1 I. / I ' I I / 145 I I / • / / 1 \ I I / / i / I I / \ I. / I I I I•SECTION ` I / I 1/ I / O O J� E-. O O\ I // I / LEDYARD ROAD SOUTH - PLAN VIEW NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LEGEND REV. NO. <14444444M,gT�I� G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 LEDYARD ROAD SOUTH PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER / EXISTING OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4930 4930 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X LP STA=17+87.24 LP ELEV=4908.67 PVI STA=18+19.48 4925 PVI ELEV=4907.87 4925 A.D.=3.59 K=55.71 200.00' VC 81YOU CALL UNCC BEFORE 811 DIG H oo H op 4920 o N o N 4920 -7 O — y nj r Q a Q > ,- ii 4915 u) < J 4915 ≥> a1 1-800-922-1987 OR a PROPOSED GRADE ALONG Q -1.22°/0 237% 4910 4910 UTILITY CENTER NOTIFICATION OF COLORADO 4905 4905 HP STA=16+40.05 1.08% M 6 HP ELEV=4909.67 0 CULVERT 8 a' of 15" RCP PVI STA=16+43.61 4900 Q b PVI ELEV=4910.01 Q IL 4900 ( 1 A.D.=-2.30 ( a K=52.26 Y 120.00' VC HI 411'N\-. � PRO PL EXISTING GRADE ALONG Q ` t ENG TAJ 4895 4895 CHKC `` DATE 1/28/2025 4890 4890 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 - LEDYARD ROAD SOUTH PROFILE VIEW 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD9 20 OF 141 76 o� 77 zzi►, I I I 78 79 El< IX Oz \ I LL p E 3 0 _ Q cC o N `•IX i■■ ■ � la I MIfl_I I— 0 \ �: 00 I ' N DATE Q�.o 800. , / 0S6 I 1 749, '''`00 , \ N DITCH SECTION VARIES -• SEE GRADING PLAN co I ' cv W W I: KEYMAP DESCRIPTION R' 400.00' 26' EOP-EOP W 0 177.85 cr) \ �/' 41,25°28'32" c� // \ W ROADWAY NOTES: 3+ 0 4+00 5+00 6+00 +00 8+00 9+00 S25°17'36"E 10+00 � 11+00 12+00 '� • I I I -Fiji I I I I I �p� N . NIGHTHAWK WAY j 1294.13' E i 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE \ ' , , ----- _ _ I z J STATION EQUATION Ii DITCH SECTION VARIES - SEE GRADING PLAN I 72 / / / / 73 // / / / NIGHTHAWK DRIVE / / I • - I PLAN / / / I I / / I • I I I / / // VIEW N: 1326197.82 E: . STA: 6 6+9+90.91 91 (NIGHTHAWK DRIVE) STA: 9+42.34 (MEADOWLARK LANE) 64 63 NH I§ I LEGEND REV. NO. 414414141414141 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK WAY & DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - . - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER / EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4930 4930 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE PVI STA=6+00.00 X PVI ELEV=4912.10 A.D.=-1.59 4925 K=100.67 4925 160.00' VC H EXISTING GRADE ALONG Im-i oo orn 0 (N 00 0 4920 CO LO CO 4920 811 UNCC CALL BEFORE YOU 811 DIG co rn Q a Q F- II II > 4915 < LU 4915 U) w >5 PVI STA=11+46.50 a 1-800-922-1987 OR PVI ELEV=4891.00 4910 A.D.=3.36 4910 K=74.37-- 250.00' VC L H _ - o° ' UTILITY CENTER NOTIFICATION OF COLORADO 4905 CULVERT 35� _f 0 4905 24" RCP _ ' �,� o N `3•86° `. H> �> -. • co w ( Cl- 4900 N 4900 PROPOSED GRADE ALONG 4 a fin/ PL 4895 4895 4 � , ) TAJ \ f I� 1/// CHKC 4890 4890 DATE 1/28/2025 0 60' 120' SHEET NUMBER 4885 4885 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - NIGHTHAWK DRIVE PROFILE VIEW 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 0 21 141 (V' ~ 80 81 84 837 82 1g 25+00 1 I_ — — rn 26'EOP-EOP_-- 24+00�— (f) rn 23+00 W - - - - - 2_2+_+_00_ :3_121°25_..74261.E_�- / mW �� _ _ _ - - - - - .21+00 _ 1(nT. Qz N ei 1■I ♦ o 4 12 VII o . .� ae — DATE CA OR KEYMAP DESCRIPTION __ CSTA _ -II Irrnmi -_ - -I ROADWAY NOTES: 18+0 _ _ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE W N EQUATIONW -I TIO I 13+00 14+00 S25°17'36"E 15+00 16+00 17+00 _ �� -__-- _ _ _ _ - - N: 1324638.07 \ I N E: 3228482.01 1W 1294.13' R-400.00 - - - - I - , STA: 24+74.44 I - ' W L=52.68 _ . _ _ _ _ - - \ I I (NIGHTHAWK DRIVE) I• _ . - p=7°32'46" _ _ _ _ I STA: 90+96.12 Z J _ i HI 21 I -- 62 - - - 61 _ - - - - - 1 ( TRAPEZOIDAL CHANNEL - - - / i / 8' WIDE BOTTOM, 3.5' DEEP (FAIRBANKS DRIVE (SOUTH)) 1 . 1 4:1 SIDE SLOPES U III/ I 1 . 1 1 I I I / I 1 1 . ' 1 / I I I / 58 . I / I / II / / . • 1 1 1 /II1 60 / I . 1 59 / ii II 1 NIGHTHAWK DRIVE - PLAN VIEW I I I I I I� 1 1II. 1 / " / I / I II 1 /- / / / / LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED r * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE FO W EXISTING WATER LINE 4905 4905 EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=17+46.50 4900 PVI ELEV=4888.00 4900 A.D.=-1.25 K=95.66 UNCC CALL YOU Q BEFORE DIG 120.00' VC o PVI STA=21+74.00 4895 Lo PVI ELEV=4880.50 4895 Oo 0000 0 A.D.=1.25 co c 0co K=95.66 O Q � 120.00' VC wa u)a 4890 --------- —� — �� o� o 0 4890 1 Q —800-922-1 ,I 811 OR 987 — -0.50% d o• Cn 00 4885 H a 4885 175 UTILITY CENTER NOTIFICATION OF COLORADO PROPOSED GRADE ALONG c_ —, 4880 4880 EXISTING GRADE ALONG 4_ - 4875 4875 TAJ 4870 4870 i I'!� 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 - NIGHTHAWK DRIVE PROFILE VIEW 1/28/2025 0 60' 120' SHEET NUMBER I md 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 1 22 141 2 ,5 \ \>40k` \ �G'� OP . \ \ `\ \ \ \ ,\pp \\ \ s \\ \ \\ \ \ /�o� \ \\ `' \ GAS CROSSING \ o Q E I O\ LL 11100 QO � � W — �_ �� I J ��■ DATE ,..'L' I I \ \ \ \ `'in' \ \ 0 �. \ \ \ \o \ o \ \ \ \ • \\ . \ N \ \ 86 \ \ \ O \ N \\ \ \ `9Xp• N • \ O 1.1 \•\ \ <.10,\ 0.0 \ Q\\S�9�p' \ \ \ 06, $6s' O \ 6)„ \ \ 3px _ o co co + M I 87 _ 31' EOP-EOPLEGEND (WITH BIKE LANE) 88 ' `� (p `%� + O M p � I I KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE REV. NO. <14444444TRAPEZOIDAL \ N \ \ \ • G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CHANNEL \ 31+0p - N 16' WIDE BOTTOM, 3.5' DEEP \ 4:1 SIDE SLOPES 32+00 33+00 I 34+00 S89°55'40"E 35+00 36+00 37+p0 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - - - • - FLOWLINE SECTION - - - PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED \ —coo O ---4,--___fl 452.73' ,, nn � \ � �' `� PROPOSED CULVERT/STORM SEWER 104 NIGHTHAWK DRIVE 105 - PLAN VIEW - ` _ `r __ 7. EXISTING OIL D EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE FO W- EXISTING WATER LINE 4895 4895 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X 4890 4890 1 UNCC CALL BEFORE YOU 811 DIG 4885 488581 PROPOSED GRADE ALONG 4880 EXISTING GRADE ALONG 4880 a �., ,,,,,0 1-800-922-1987 OR 4875 -0.50% 4875 `9 -..'� UTILITY CENTER NOTIFICATION OF COLORADO - 4870 4870 APPROXIMATE LOCATION OF O EX GAS - DEPTH IS NOT KNOWN 4865 4865 � P L Cp TAJ 4860 4860 �' �� CHKC 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50 - NIGHTHAWK DRIVE PROFILE VIEW - DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 12 23 141 � T3' w�� S GG - s \ `Nv \ MP. \ . \ \ ox \ \ \ O\O \ \ \ \ ` 107 \ , o o GAS CROSSING O O /92 , �� p. /7 `� ,_ICI O O �' /9y-50°� r . -- O TRAPEZOIDAL CHANNEL --' .„--- -- 16' WIDE BOTTOM, 4' DEEP� 4:1 SIDE SLOPES -- -- / /I- -/ / / ko0 - m O O - ------- .------- / 49 / m _ woo rn p (WITH BIKE LANE) / 4$ / ra\ O k CP .......- /_ 0 N20 05 1�, / / R=400.00' ,ll � 0 379 L=143.05' cr % 47 kIlpl) �t U _ - - - / / / - A=20°29'27" IO1 �O ' Q _7 E cC 0 H [ 0 4I I J Fl; i.f. cn \ ♦ ♦� 7 o I �, LIJ _ 11,■■ _____),_I li: ,• — Ir11r /-cG '•� 1 DATE ►�1 ,..'� KEYMAP DESCRIPTION , _ _ _ \� 39xo R, \I \ 0 4 p00 %_ •— —•— �6ko0 O / 05 // ROADWAY NOTES: R-:-.400 . \ N. =----95•19,°3 \\ /�' L=14 A43 °5 - . y N N \� 40+00 41+00 42+00 N00°29'55"W 43+00 4+00 27„ / p=20 — / / 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE \ \ O 1 I I I 369.60' 1 — Ra I / i \ q - . . -e� r -' \ - - - T — _ — — / TRAPEZOIDAL CHANNEL J 16' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES O,/ O I .17") g O7PROPOSED / c • I I I - - - CULVERT 37A GAS CROSSING 113 CULVERT 37B CULVERT 37C 112 LEGEND REV. NO. 11111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH . CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER 109 / 110 I 111 7. _. * FO EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 108 I `) V I NIGHTHAWK DRIVE - PLAN VIEW W- EXISTING WATER LINE 4890 4890 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4885 4885 LP STA=43+24.93 81 CALL UNCC BEFORE YOU 811 DIG LP ELEV=4869.93 PVI STA=43+40.00 PVI ELEV=4869.67 4880 A.D.=1.20 4880 K=149.87 180.00' VC IS. r 1-800-922-1987 OR oNH ooD'i ch 4875 o oM 0 4875 + CO N + PROPOSED GRADE ALONG 4 Q I- °'°°'° > > �� U)1 UTILITY CENTER NOTIFICATION OF COLORADO 4870 4870 �� EXISTING GRADE ALONG 4865 CULVERT 37C 0 O 4865 30" RCP CULVERT 37B 30" RCP APPROXIMATE LOCATION OF 4860 CULVERT 37A EX GAS - DEPTH IS NOT KNOWN 4860 II1PL 30" RCP li TAJ 4 4855 4855 1I CHKr 37+50 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 - NIGHTHAWK DRIVE PLAN VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 3 24 141 \ \\ \ TRAPEZOIDAL CHANNEL 16' WIDE BOTTOM, 4:1 SIDE t' �� ^ 0 `'" _ -- 4' DEEP SLOPES L I a_ — — — — — — I I I Iet I I 93 94 31'EOP-EOP WITH BIKE LANE 95 I I i . I II II I i I I 195 I I Iw Ill 0 CN DATE _ �'�.------- DESCRIPTION KEYMAP - --- - ------- - - --�. ..------1 I m 51+00 52+00 53+00 54+00 55+00 56+00_ I I I I I I I 57+00 N00°29'55"W 58+00 59+00 60+00 I I I I 61+00 62+00 I I I I W U) ROADWAY NOTES: i — c!oO 1940.19' 1 m_ w — — — — — — �� - - - -� - - - - - - - - - - - _ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE O ill1 �T \ -I GAS CROSSING 1 I STATION EQUATION STATION EQUATION I I r z IJ = y' R=400.00' m L=143.05' r(j, p=20°29'27" O ' O G� 114 \ I I I I I. ° II I I . ' I N: 1325767.20 E: 3229499.72STA: STA: 54+03.71 (NIGHTHAWK DRIVE) STA:0+STA: 50 (CHICKADEE WAY) 122 N: 1326388.94 E: 3229494.31 48 (NIGHTHAWK DRIVE)I 28+49.10 (MEADOWLARK LANE) 123 I I I . I I ' I I I I I I 129 IU IQ 12 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL . EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE I II . NIGHTHAWK DRIVE - PLAN VIEW 4915 4915 VV- EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE 4910 4910 1.12% E EXISTING FENCE - X �� ®�'� ' PVISTA=55+09.20 -------� 4905 PVI ELEV=4890.72 4905 A.D.=-2.52 K=79.42 PROPOSED GRADE ALONG 4 / / 200.00' VC / ` 4900 0 0 0 co / 4900 UNCC CALL BEFORE YOU 811 DIG oco o0 3. // L� in� / > > / �, i co co 48951 - 00 N.: co moo 4895 .4 PVI STA=52+50.00 PVI STA=60+37.8881 PVI ELEV=4876.05 aPVI ELEV=4907.33 ` Q 1-800-922-1987 OR A.D.=4.96 A.D.=-2.02 u) 4890 K=40.33 / K=89.15 4890 200.00' VC /- 180.00' VC ;TA: 51+50.0( 'VC: 4875.35 ♦ ♦ ♦ ♦ STA: 53+50.0( PVT: 4881.71 s ♦ rn 0 /, UTILITY CENTER NOTIFICATION OF COLORADO 4885 4885 / EXISTING GRADE ALONG 4_ 4880 4880 PL - 4875 4875 �� r TAJ � I /I 'I CHKC 4870 4870 I �/ DATE 1/28/2025 APPROXIMATE LOCATION OF �, EX GAS - DEPTH IS NOT KNOWN 0 60' 120' SHEET NUMBER 4865 4865 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 62+50 - NIGHTHAWK DRIVE PROFILE VIEW r - 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 4 25 141 COI w. w' _ 194 193 31' EOP-EOP (WITH BIKE LANE)WI- I II I I I 156 155 // 0 6 / o d / .,. • ,, . --„, • ,....__ iN 149 154 E I et Qz 111W _ I� � - 41,0H W 0 N IC � •� _ III ! LLI I I I I • DATE , T26' EOP-EOP LLIFw 63+00 64+00 N00°29'55"W 65+00 66+00_ 67+00 68+00 69+00 70+00 1 48 KEYMAP DESCRIPTION '' 1940.19' o F� +0p I- { R, w t �44�0 00- d 00 — — — — — — — — — — — — — �� STATION EQUATION , Z / °9" 53 N N: 1327740.49 / / E: 3229700.54 ROADWAY NOTES: J U ' STATION EQUATION7 / - - - _ _ N / \ N STA: 74+57.27 / / GAS CROSSING \ \ (NIGHTHAWK DRIVE) / / \ / 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE U H. Q ' 130 N: 1327140.83 E: 3229487.76 STA: 67+77.40 (NIGHTHAWK DRIVE) STA: 38+03.51 (FALCON DRIVE) 131 \ STA: 45+89.78 \ (MORNING DOVE LANE)77 ' \ �, "O \` \ / �/ O \ / N \\ \\ / / 0 N / / \ \ / \ \\ \ \ / �\ / c� \\ oo / / 133 N56°55'44"E \ \ / . VO 89.56' � �� ♦ \ ,� zo STATION EQUATION LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH ♦GGG 132 N: 1327740.49 ` VV E: 3229700.54 \ A' STA: 74+57.27 75+00 J (NIGHTHAWK DRIVE)\ G�j STA: 19+62.50 JJ • (LEDYARD ROAD SOUTH) C ' \` ♦O ♦• �� NIGHTHAWK DRIVE - PLAN VIEW CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED II II II II II PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4940 4940 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X HP STA=70+17.40 HP ELEV=4923.82 PVI STA=66+14.80 PVI STA=70+57.73 4935 PVI ELEV=4919.75 PVI ELEV=4925.00 4935 PVI STA=63+64.80 A.D.=-2.76 A.D.=-5.64 PVI ELEV=4911.00 K-72 59 K=35.44 PVI STA=73+25.86 A.D.=2.38 200.00' VC 200.00' VC PVI ELEV=4914.38 811 CALL UNCC BEFORE YOU 811 DIG A.D.=1.59 K=84.13 om om 4930 200.00' VC c\Ir o M i co 0 K=94.57 4930 o O O c� 150.00' VC 00 IH "A: 62+64.80 ✓C: 4909.88 c) -7 y, �� +� ��csi �N �NHI" COM co Q� �� 7J- �� c`ro� �� j �� j =,+ '' �� o�i + 4925 co -71" �� Q w _— ,- cn� �� wa �� 4925 U) W a Q 1-800-922-1987 OR r> v� cn d 5 �- �� H d ~ N cfl N 5 1.68% ti `n 0.74% + O) 4920I4920 PVI ELEV = \0 UTILITY CENTER NOTIFICATION OF COLORADO PROPOSED GRADE ALONG \ - _ 4915 3• \ / 4915 APPROXIMATE LOCATION OF \ \` EX GAS - DEPTH IS NOT KNOWN \ / -2.37% \ / \ 4910 -�/ \ ♦ 4910 \ / / _ -. -, if I11� PL ♦ �� • �` 4905 0 EXISTING GRADE ALONG 4905 +rl' TAJ • • CHKC DATE 1/28/2025 4900 4900 62+50 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 - NIGHTHAWK DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 15 26 141 207 I .I II I I 223 224 I IVi ! I I I I I 231 STATION EQUATION 232 \ ,\,E \ 233 Q _ I IX eA Oz L 41,0L.p Qo IX �..�� LU •�„� J - oo o 2•• w m • I I • I I • • N: 1328608.42 E: 3226072.04 STA: 5+66.65 ( MORNING DOVE LANE) STA:0+50 (SNOW OWL WAY) CO• I (\I I- kJ w II DATE ,.. \ I 1 26' EOP EOP KEYMAP DESCRIPTION Ul LLI ��_ w i ct 1 +00 2+00 3+00 ' 4+00 5+00 6+00 N89°50' 18"E 7+00 8+00 9+00 10+00 11 +00 I I I I I I I I I I �, ROADWAY NOTES: m o+oo J I I I I I lop DC I I I I I 3219.08' I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE STATION EQUATION I U_ W // -IZ N: 1328606.96 E: 3225555.39 ( STA: 0+50 (MORNING DOVE LANE) STA: 22+86.16 (FAIRBANKS DRIVE) 208 I•'J • • I • • • 209 210 211 212 = IU i_ IIC I LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED W W W i ll PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL • * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE I •I MORNING DOVE LANE - PLAN VIEW W- EXISTING WATER LINE 4950 4950 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE PVI STA=7+70.71 E EXISTING FENCE PVI STA=1+55.00 PVI ELEV=4932.54 X PVI ELEV=4927.53 EXISTING GRADE ALONG 4_ A.D.=-2.95 4945 A.D.=3.18 K=67.87 4945 K=37.76 200.00' VC 120.00' VC H STA: 6+70.71 DVC: 4935.49 H H o COr•--oxi 4940 6 o 0) 4940 O) O Nr M N F- > 81aI UNCC CALL BEFORE YOU 811 DIG ' / \ d O d 0 Ln U) CL CO / 4935 � � /_5.1004935 O ii > PVI STA=12+00.00 w PVI ELEV=4907.21 w• A.D.=7.66 ID 1-800-922-1987 OR 4930 > a / K=65.24 4930 H 500.00' VC o (3, cLO o� N o Lo _ 4925 HP STA=4+94.94 N M - + 0 4925 UTILITY CENTER NOTIFICATION OF COLORADO HP ELEV=4938.54 O� -zr coo . 90° \ ° \ r V 2.00% PVI STA=4+40.21co 7I- � \ � d CULVERT 11 Q U PVI ELEV=4942.30 Q IL 15" RCP H > 0_.D.=-8.13 Aco H > u) CLPROPOSED GRADE ALONG c. \ 4920 K=49.19 \ 4920 400.00' VC HI \ 4915 4915 \ PL TAJ \ - CHKE 4910 \ 4910 \ DATE 1/28/2025 0 60' 120' SHEET NUMBER 4905 4905 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 - MORNING DOVE LANE PROFILE VIEW 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RDI 6 27 141 . ,, \\• \ \ •\\ \\ `• . \ \\ \\ 235 1� \40z0 , \ . . \\\ \ I \ \ I ` \\• ` I0, \\ • I \ , \\ I \ 11 I \ , I I 252 251 250rt i E I 0 u. ,i. I -\ J O y (NI HO W' Ill II (i) \ \\. \ \ \`\ \ \ \ 234 `,\\ \, GAS CROSSING DITCH SECTION VARIES \ \ SEE GRADING PLAN -, - - C I I • I I I I I I [ 26' EOP-EOP 23+00 i ' N W ILL' W II . .r yi■■■ �I DATE ,.. L' I KEYMAP DESCRIPTION W - �� - - W - O I I w I I -I I I O I I I I i �. -I W 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE Lill- . - •�' - - - - • - - - - - - - - - - - - - - - Z ✓ I Z - - - ' STATION EQUATIONS \ T I r •II II J � C<' G O ' \ DITCH SECTION VARIES - SEE GRADING PLAN � O• /I N: 1328611.73 E: 3227246.08 STA: 17+40.70 (MORNING DOVE LANE) STA: 6+46.10 (FALCON DRIVE) 213 • I • I I I I II I I 214 215 ' U H Q 1§ I 216 LEGEND REV. NO. 4141414141414141 G EXISTING PROFLPOSED GAS LINE DITCH CAL CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - - •- SECTION PROPOSED MATCHES UNLESS OTHERWISE EASEMENT TYPISIDE PICAL NOTED G O O Z N\G-) / ll • I • W W W ill PROPOSED CULVERT/STORM SEWER * FO EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE MORNING DOVE LANE - PLAN VIEW EXISTING WATER LINE 4935 4935 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE HP STA=18+40.17 HP ELEV=4917.45 X LP STA=13+34.91 PVI STA=19+70.21 4930PVI LP ELEV=4910.61 ELEV=4920.80 4930 PVI STA=12+00.00 A.D.=-7.35 PVI ELEV=4907.21 K=67.99 A.D.=7.66 500.00' VC K=65.24 H H 4925 500.00' VC N M N Cr) 0O 4925 O6 O O CALL UNCC BEFORE YOU 811 DIG COco ON CO O O d' N O O , + rn Lo rn - U N —� �0 �� 4920 <(15 > 4920 1-800-922-1987 a t5 OR 4915 4915 1.76% CULVERT 4 15" RCP UTILITY CENTER NOTIFICATION OF COLORADO 4910 4910 EXISTING GRADE ALONG Q PROPOSED GRADE ALONG 4. 0 59% 4905 4905 CULVERTS 30" RCP 4900 O 4900 PROJ PL ENG : TAJ T_- CHKC 4895 O APPROXIMATE LOCATION OF 4895 , DATE 1/28/2025 EX GAS - DEPTH IS NOT KNOWN 0 60' 120' SHEET NUMBER 4890 4890 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 - MORNING DOVE LANE PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RDI 7 28 141 oo � 2484 , I 249 \ O■�. OO' O DITCH SECTION C\1 SEE GRADING C LUI wt II VARIES 247 - PLAN 26'EOPEOP 246 ---- 244 0 245 6, N a _-- 4.9 Q � IX Qz � H I\G:\ \ -,••, J CC Oi IX � �� ■■ ■ ■.�„ DATE LLJF '� DESCRIPTION • n R-50p.0p 111 KEYMAP 24+00 25+00 +00 27+00 2R+00 29+00 N89°50'18"E 30+00 31+00 32+00 I I L-269.62, • \ ' A-30°53'45„ � ' I I I I I I I I I I I I 3219.08' ct I I o I I \ ROADWAY NOTES: Z _ GAS CROSSING `� - -___ ��/ ---1--' 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE J I. U QI C' GG �'' GAS CROSSING I G' DITCH SECTION O SEE GRADING I O I � \ / VARIES - PLAN I ' I �\ • . 153 - -- -- -- y IV �)� i� '� LEGEND REV. NO. 44414141414141 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH �' Q O O \_________-G • -,„,,,,,N \ G \ C' \ N N • N \ \ • \ � O \�EXISTING 0 152 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED I I I I II PROPOSED CULVERT/STORM SEWER / OIL . * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE • \ \ MORNING DOVE LANE - PLAN VIEW W- EXISTING WATER LINE 4920 4920 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=24+40.21 PVI ELEV=4894.53 PVI STA=33+68.43 A.D.-4.88 PVI ELEV=4904.96 4915 K=69.68 A.D.=-3.08 4915 81 1 CALL BEFORE YOU 811 DIG 340.00' VC _l K=81.26 250.00' VC N M j N PVI STA=31 +40.21 o • o M H _ PVI ELEV=4896.80 4910 N 4 LP STA=27+78.47 A.D.=1.87 co o M "' 4910 Q �j Q LP ELEV=4892.44 N °' co 0- u) PVI STA=28+40.21 140.00' VC coH H co PVI ELEV=4891.69 N N © u) a I—> ---1 1-800-922-1987 OR A.D.=2.41 O� o"' �� u) °- 4905 K=124.31 + + 0 4905 300.00' VC M 7r N N N I- • UTILITY CENTER NOTIFICATION OF COLORADO 4900 c rn i 3 gS0/ 4900 N N / ,' PROPOSED GRADE ALONG 4_ 4895 1.70% 4895 -0.71% EXISTING GRADE ALONG Q 4890 /,� 4890 PL APPROXIMATE LOCATION OF G� TAJ EX GAS - DEPTH IS NOT KNOWN CULVERT 5 _ CHKC 36" RCP 4885 4885 DATE 1/28/2025 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 - MORNING DOVE LANE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 8 29 141 < \ , \ __ / / \ /, • . . ___\ __ • \ • . __ ___ ____ // . ,.... . j I E ix ,,, 0 I I III ,i. 4011 //// // 146 c, 145 I' I _ r < O 71 \ \\ \ 147 v+CV \ \ \ \ \ \ \ o M ._ O a W G O IX I �� - �� W i- �� I DATE ,.. L \ \ \ O I 1 _ k - f- KEYMAP DESCRIPTION \ \ r' /----- `' \ �' i 39+00 i 41+00 42+00 ° " 44+00 45+00 S33 0417E 46+ 0. /--/ /...1..40+00 \ \ \® I �O I \ R=500.00' I I I I I I I I I 679.18' \ \ \ / / / L=228.59' 0 ROADWAY NOTES: \' \ / 38�p0 \ -6=26°11'41" --- \ \ \ / / �� I STATION EQUATION 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE \ \ \ S \ ` \ � \ •61 \• �` / > cly` /// / k00 Z _ _ _ _ _ / / _ _ - -I \ --- -- / \ / // / 0151" /GAS CROSSING I I \ 559 630 / / / 2 • I / / I / 6k00 / / 3 / / / �1 II / .---,/// \•\\ / / / / / / 148 \\ / / ----- 150 \ / / STATION EQUATION \ \ I N: 1327740.49 I E: 3229700.54 I I STA: 45+89.78 I (MORNING STA: 19+62.50 \ I \ (LEDYARD �` \ 0 \\ \ \ DOVE LANE) ROAD SOUTH) LEGEND REV. NO. 44414141414141\ G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH 61 / / / E: 3229039.63 N: 1328511.05 \ STA: 35+56.44 \ \ f1 (MORNING DOVE LANE) V�` STA: 0+50 149 \ \ \ \\ �` (BURGHLEY COURT) C7 N /` \ \ . 151 O \ \ \ MORNING DOVE LANE - PLAN VIEW \` \ \ CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED I I I i I PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X 4920 4920 81 I UNCC CALL BEFORE YOU 811 DIG c ti 6 o o Lc, 71- 4915 ii ii > 4915 I- J — — -- PROPOSED GRADE ALONG i "I" LO — --• ` \ a a �� 1-800-922-1987 OR ` __ 4910 rn o �� 4910 co • w e @. 0.50% i- > ,_,a_ unu UTILITY CENTER NOTIFICATION OF COLORADO 4905 4905 O i EXISTING GRADE ALONG 4 4900 4900 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN PL 4895 4895 TAJ 0 CHKC 4890 4890 DATE 1/28/2025 34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 46+50 - MORNING DOVE LANE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 9 30 141 70 o Z __ \ m 71 \ \ \ \ `\ `\,‘ \ \ .\ \ \ `\ ` `\ \ `\ \ \ \` \ `\ ` ...1- \ 72 \ \ \\ \ w \\//// \ -�� • .�� ti ` 0 N. // •/ °- / 9k , k� 77E O /// / '3 // / / kop /// �/ 12\ �� ,A Acro,Ik N6 ply fn / p 32 / 11ko / / / R=400.00' / L=173.10' --- L=24°47'43"m o•/ /Un 1pkp / / / VA // N 1 / STATION EQUATION c_„, u I y z - \ I O imil<m ll 4 rt 0 y I . .� I- �� H —`iii • / DATE L / _ _ , / 2�'E N: 1326197.82 \ �� - ---- 26' EOP-EOP �° p2 '� pp' N6 2a / E: 3227624.83 \ STA:9+42.34 KEYMAP DESCRIPTION R=20°• ` 131 ,,,,6,‘ — k� \ 78 L_3I ,8 / 19 �\ \ (MEADOWLARK LANE) \ \\ 1+00 2+00 3+00 N89°43'42"E 4+00 5+00 6+00 7+00 I I p=25°p\ / / / STA: 6+90.91 (NIGHTHAWK DRIVE) I I I I I 7171.72' I g O I I / \ `\ \ ` \ ROADWAY NOTES: 1 - - / ` - - - - - - - - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE \ I I__-- \ \ \ \ ` ` \ / `\ ` i - - MEADOWLARK PLACE - PLAN VIEW `\ \ `\ \\ \ LEGEND REV. NO. 4965 4965 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK PLACE PLAN & PROFILE WELD COUNTY, COLORADO 4960 4960 - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED Mill PROPOSED CULVERT/STORM SEWER 4955 o 4955 EXISTING OIL EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE PVI STA = 1+60.73 PVI ELEV = 4952.76 EXISTING GRADE ALONG Q 4950 ♦ 4950 ♦ ♦ ♦ 4945 \ 4945 W- EXISTING WATER LINE ♦ • EXISTING OVERHEAD ELECTRIC LINES \ \ OH EXISTING UNDERGROUND ELECTRIC LINE 4940 \ 4940 E EXISTING FENCE X \ 6 \ 4935 So •\— 4935 ♦ PVI STA=7+72.66 \ PVI ELEV=4911.46 • A.D.=4.75 4930 • K=42.11 4930 UNCC CALL BEFORE YOU 811 DIG 200.00' VC HI IH `0 N 06 N + rn N + rn 4925 co 4925 a �� a� 1-800-922-1987 OR M CO M 4920 c, o o .r M o 4920 N �� " > "_ > 'L > UTILITY CENTER NOTIFICATION OF COLORADO Q U VI V I PVI ELE PVI STA PVI STA PVI ELE 4915 Cl) 4915 > PROPOSED GRADE ALONG Q 4910 4910 -2.00% 4905 2.00% -2.00% -1.84% 4905 / PL TAJ No. CHKC� 4900 4900 -�_ , - DATE 1/28/2025 0 60' 120' SHEET NUMBER 4895 4895 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 MEADOWLARK PLACE - PROFILE VIEW r 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD20 31 141 c 198 N, C.9/ G G c 197 196 I I I I 194 Q El IX Qz y [ o - LL ii: 1110 rCN J 200 ii � �` �., 199 rn IIco I I TRAPEZOIDAL CHANNEL 16' WIDE BOTTOM, 3.5' DEEP /4:1SIDESLOPESSEE CULVERT 31 \ DITCH SECTION VARIES -• GRADING PLAN • 195I _ cr) '� 1w w II v) DC w -----� ll �� • �r� DATE ■ I KEYMAP DESCRIPTION 27+00 19+00 26' EOP-EOP 1 -.WI _ _ - J r - --•-•-•-•-•-• . w ROADWAY NOTES: 23+00I 24 00 25 00 26 00 18+00 20-I 00 21+00 22� 00 N89°30'04"E 15+00 16+00 17+00 N89°30'07"E O m 14+00 I ®I C° r 951.51' CULVERT 32 I i _ I 453.10' - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE • ` - �_ , 1z02.1 _-- _ - _ (P` DITCH SECTION VARIES - STATION EQUATION Z SEE GRADING PLAN �, `� 101 I I ` I I II I N: 1326380.67 E: 3228542.83 STA: 18+97.58 (MEADOWLARK LANE) STA: 0+50 (KING FISHER WAY) 96 I I I I I I DITCH SECTION VARIES - SEE GRADING PLAN ' I ' Q G I 95 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK LANE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED W W W ill PROPOSED CULVERT/STORM SEWER - I• I • II • 7. EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE MEADOWLARK LANE - PLAN VIEW W- EXISTING WATER LINE 4920 4920 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X LP STA=24+07.36 4915 PVI STA=14+11.97 HP STA=22+27.55 LP ELEV=4898.39 4915 PVI ELEV=4899.91 HP ELEV=4899.35 PVI STA=24+70.12 CALL UNCC BEFORE YOU 811 DIG A.D.=-1.25 PVI ELEV=4897.84 K=96.36 PVI STA=21+60.97 A.D.=3.58 120.00' VC PVI ELEV=4899.91 K=55.86 4910 A.D.- 3.99 - 200.00' VC 4910 N- ti K=50.12 LP STA=17+94.69Fill 200.00' VC co + � LP ELEV=4890.32 0 o ~o r PVI STA=18+00.19 a? � • °? N M � co a 1-800-922-1987 OR 4905 > PVI ELEV=4887.91 co rn m N N 4905 u) D- A.D.=6.41 ov N� i-� �� K=46.78 Q cU Q PROPOSED GRADE ALONG q_ 300.00' VCIH Zg1°'° H ` 4900 ,_ � , 4900 UTILITY CENTER NOTIFICATION OF COLORADO ,- - -0.67°,° , �, co7r a) -- — — — —A--"- / � H > H> 4895 • �9% u) 3:3'1°/° 4895 11 CULVERT 32 30" RCP EXISTING GRADE ALONG Q 4890 4890 / CULVERT 31 / PL 36" RCP TAJ -.... CHKr 4885 4885 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 - MEADOWLARK LANE PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD2 I 32 141 I• I I 131 I I I END: 40+66.44 Q _ ix Oo I I I I 127 I °�E ,,, / /�, _��\ [ I I //// 1 I o— I) `� 1 i 4 Qo rty • \ + DC I co I I DATE \12C: I I I I I I 130 I• I I O O �— co � o Z o O o I11°) I I I I I X " __.,\ KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE N' II I128•I I I 129 STATION EQUATION+II I co O I 125 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH o I I N: 1326388.96 E: 3229494.31 Lc-) I M \ \ PT: 35+75.42 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK WAY PLAN & PROFILE WELD COUNTY, COLORADO - • FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED W WI I COI ' I N I STA: 28+49.10 (MEADOWLARK LANE) STA: 60+25.49 (NIGHTHAWK DRIVE) --- co / a / / I \ I / W W W i ll PROPOSED CULVERT/STORM SEWER J � 26' EOP-EOP � p0 X --- EXISTING OIL EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE LIJ co 34+00 CO 28+00 lE29+00 30+00 31+00 N89°30'05"E 32+00 ' 33+00 / �> I � I I I i I I I I I 584.95' � - W = � R=90.00' X / // - . Z `4._._ �� j / L=141.38' � I A=90°00'08" J IO1 HI GGCI I I I I I I I MEADOWLARK - _ - - _ \ ` WAY - PLAN VIEW -- -. _-- W- EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X I 4930 4930 81UNCC CALL BEFORE YOU 811 DIG HP STA=36+34.35 HP ELEV=4914.47 PVI STA=36+78.50 4925 PVI ELEV=4915.25 4925 A.D.=-3.91 PVI STA=27+29.05 K=51.15 PVI ELEV=4905.39 200.00' VC A.D.=-2.03 Q1 Sr- 1-800-922-1987 OR 4920 K=74.05 m 4920 150.00' VCLo O N O • Q Q O7 cd 4915 N Nc o oi o N o U)� U)� o 4915 CENTER NOTIFICATION OF COLORADO to cy)UTILITY F-> Ho_-- N N II N II \ M " II II > II > II > PROPOSED GRADE ALONG > H- ~ � ~ w J -2.g ° c i 2/ w 4910 - -_- .. • w w w 1.09% a 5 4910 a� 0_a a0_ � r, - — EXISTING GRADE ALONG 4 4905 /-- •• 4905 / / ` TAJ CULVERT 34 / / • • -2.00% 24" RCP - • , ow C H K C� 4900 2.00% • • 4900 - - DATE 1/28/2025 —0.89% 0 60' 120' SHEET NUMBER 4895 4895 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+75 - MEADOWLARK WAY PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD22 33 141 Q / ../// // / / ////,• // G G / • /' / ' �.�// / I I I 251 I I Iw • F, Vi I Qz I \ \\ -\ 3 < / / G / /o / -o o �' I 252II 6 i a_ i i I • I II I 214 I Iw kr) CO W DC tn O W — ------ �► DATE � ,.. \ c, ___--- - - 26' EOP-EOP III ' , , I�\ ILIJ s �' J- p0, 1 KEYMAP DESCRIPTION �� 238 ., "� R ,200.8 4+00 b 5+00 S00°09'42"E 6+00 7+00 S00°09'42"E 8+00 9+00 g.45'5° `� p,2 682.58' 682.58' ' / %3/0 - r - - - - - - - - w ROADWAY NOTES: ' _ \ / - - _ - // 1 I IZ J 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE / � . �� `xO0 - ,-' STATION EQUATION '= O2 / o I I / / I 32� g° SZ 2 �` i 1x�� / N: 1328611.73 E: 3227246.08 STA: 6+46.10 (FALCON DRIVE) STA: 17+40.70 (MORNING DOVE LANE) I I I I I • 213 'I- I O Q CC G / I II LEGEND REV. NO. 414414141414141 y \ / / i \\ / O I I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH 7 ' _ _ v / I/ / / / / / / / / / /// / / / 0 // I 235 FALCON WAY 234 - PLAN VIEW I I II I I • • • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4930 4930 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4916.46 i+46.10 4916.72 i+59.10 4916.46 4925 O 4925 co co + (.O II ii — > II ii — > II II > 811 CALL UNCC BEFORE YOU 811 DIG 4920 u)w c~/) w co w 4920 41 5 5 5 MCI_ 47% 4915 4915 IIIS„, t,5 1-800-922-1987 OR PROPOSED GRADE ALONG 2.00% -2.00% 4910 ° /° o HP STA=8+22.38 0 4910 co c\i 300 u-i co HP ELEV=4918.51 ui cci UTILITY CENTER NOTIFICATION OF COLORADO o `� PVI STA=8+50.00C3) 71 - PVI STA = 1+ PVI ELEV = H > `� PVI ELEV=4919.27 A.D.=-4.66 co > co CL 4905 K=32.21 4905 150.00' VC 4900 4900 EXISTING GRADE ALONG / "Al PROJ PL I I 4895 4895 ENG:TAJ kii 'lCHKE DATE 1/28/2025 4890 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 - FALCON WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD23 34 141 1 1 1\ , I I \ `I v?, I. \ ,�\ 165 / �/ i, ,, \ \• . cS' \ \ \ // / \ V\ \ \ / // . / // NkS' \ \ \ • \ \ /' / ^4x0 / / /' 19+00 ` \ \ �� ♦ 0 \ / / / ° �� . / , \\\ �� \ / 5 �0 ./ / • \ �\ �� /• / 172 \ • �. / STATION EQUATION \ / / lict E ct I Z %..) e , , ,.- ..... pi. / ■■■ i < Fisl W Vi ♦ ♦��..� IX .�, WI - - -►� tll��. � __� / �•♦ �� ♦ DATE N: 1327714.63 \ E: 3227487.37 \ STA: 16+22.60 \ (FALCON DRIVE) iI STA: 28+16.48 / ^0x0 (PELICAN LAKE LANE) 173 //'/ •�� / / / / 186 / 0 31' EOP-EOP (WITH BIKE LANE) / / \ G. \\/ i / \ ,..�� - KEYMAP DESCRIPTION �' I— W _�__ ' - S00°09'42"E 682.58' / // o, s i \ / \ , A% / / • �t),9, p,<O. \ / / / / x�6 // //xoo / /�\ \ \ \\ // /,/ 7 / / / N� / /' \ \ `\ \ \ / / / / / • / / / \ ` \ / / O /' /'' \ \ \\ \ \ \ /'� /' y / / \ \ / om 0 / \ \ \ \ / // / co , 0 , �x0 / \ \ \\ \ \ / / , �c\O • . / // \ � / ' U / \:'`L ° D` / \ \ / / a ,— / D°N �/ \\ - - -• • 13x00 V' \ \ ' / \ \ 185 ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE ITH OF PAVEMENT FILLED ALL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% OTECHNICAL PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH W i'' 175 \ \ Lu \ 10+00 o 11+00 12+00 i \ / / \ \ CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO — • — FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED i cobI _ / / / / , \ \ i . \ \\0 z- //// \ - _ _ _\ ' \ \ � � � i ll PROPOSED CULVERT/STORM SEWER J II O ~' c�I G 26' EOP-EOP 1 / \ , \ 184 / //j / \ \ /,/ •/ \ \ `\ \ 174 / /// 176 \ c, \\ // /• / \\`\ • \\ /'�. / \\ \\ FALCON DRIVE - PLAN VIEW 7. EXISTING OIL . * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=12+40.36 PVI ELEV=4906.83 A.D.=2.44 4920 K=61.58 4920 150.00' VC 811 CALL UNCC BEFORE YOU 811 DIG co co N co N co 4915 co 4915 ,3 19� H > a co �� 1-800-922-1987 OR 4910 4910 ® .. PROPOSED GRADE ALONG 4 _ 4905 4905 UTILITY CENTER NOTIFICATION OF COLORADO -0.75% 4900 4900 �'' EXISTING GRADE ALONG , �' 4895 4895 /,II' PL 1/ � �� TAJ 4890 4890 II CHKL 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 - FALCON DRIVE PROFILE VIEW kii D� DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD24 35 OF 141 M DITCH SECTION # SEE GRADING � �� 4/1 h'37 CO — _ — — — 164 VARIES PLAN OO o N 163 31' EOP EOP (WITH BIKE LANE) � ` `� �� co co V( 11 — _ — — — — Q 7 E ix.^�� 0 Z \■��I�� II LL t-•• , .,• I .4,,,,,, o �►♦ ♦� �rl■■ .�, ■ W �. _ � - ,_-- J . a ■ DATE KEYMAP DESCRIPTION /' '� �' R=400.00' — — — p° , n v' �C/ h R=4°°' - r0° 20 p+ 0 L=167.20' L=16545„ 2$ 4=23°57'00" 21+00 -� 22+00 23+00 S66°48'48"E 24+00 A 25+00 26+00 27+00 p=23°41 ROADWAY NOTES: I I I 589 70' _�'` \ \ V4 ° °- • �� 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE U • �� /`' \ _ 'CC/- _ - - \ _- _ - _ - _ - `� • / ' / / DITCH SECTION VARIES - / SEE GRADING PLAN / 187 / \ / 188 `.C / �� • 1 \I -._.. � G- 189 `�� X 190 LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER 7 * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE G- FALCON DRIVE - PLAN VIEW FO W EXISTING WATER LINE 4930 4930 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X PVI STA=23+16.84 PVI ELEV=4913.22 A.D.=-2.88 4925 LP STA=19+76.67 K=52.15 4925 LP ELEV=4901.43 150.00' VC allM UNCC CALL YOU 811 BEFORE DIG PVI STA=20+65.36 �r rr PVI ELEV=4900.64 oo ti - 00 PROPOSED GRADE ALONG 4. -0.57% A.D.=5.75 4920 K=41.74 N rn d �+� rn 'i� �- 4920 240.00'VC N a N , i I— H ` I� --__` �' l M� Cr)� �� cna 2.12% _�� .= 1-800-922-19 t/ OR 8 7 4915 + 0) + 3 4915 7, 7r 00 HP STA=27+17.92 co T, N > , > N ai HP ELEV=4920.73 o a a ✓ co 7r PVI STA=26+83.28 r- / / / cV ' ' PVI ELEV=4921.00 N 4910 ✓ % IL Q Q > co > A.D.=-2.69 4910 UTILITY CENTER NOTIFICATION OF COLORADO ' ✓ ✓ olo i `� K=44.56 ✓ ,p0 EXISTING GRADE ALONG � -' 120.00' VC ✓ ., 4905 - 4905 , ®L__--- _ �8 --------- 4900 4900 PL TAJ - CULVERT 29 30" RCP 4895 4895 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 - FALCON DRIVE PROFILE VIEW 1 /28/2025 0 60' 120' SHEET NUMBER I mml 1"= 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD25 36 OF 141 / 155 i iE 133 Q 7 et .^ pi% V I i 1I _O )U lam 410 J CO' w� W� I (01_ 162 I I I I I I I I 157 DITCH SECTION SEE GRADING L CULVERT 30 __ I VARIES PLAN I __ - _� 156 I I I I I I •z Iw 11 N o 132 IX ♦ ♦ .� WI I ) _ •- r■ DATE E E , ■ KEYMAP DESCRIPTION - -- -- LLJ - - - I w •J� - 36+00 37+00 38+00 29+00 30+00 31+00 32+00 33+00 34+00 N89°29'14"E 35+00 I I I I I I ROADWAY NOTES: I I I �O I I I i I I 991.05' (.9'. -GAS CROSSING - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LLJ� - - - - - - . - . - - - - - . - - . - - - _ Z _ _ _- --II_ 31' EOP EOP O STATION EQUATION STATION EQUATION (WITH BIKE LANE) •I N: 1327140.83 _' N: 1327134.49 U E: 3228783.03 I'' STA: 30+98.75 Q (FALCON DRIVE) 2' STA: 0+49.96 (NUTHATCH WAY) I 191 DITCH SECTION SEE GRADING C.1 192 G 0 G •I . I . VARIES I • I l PLAN - 193 I•I I I I I • I I E: 3229487.76 STA: 38+03.51 (FALCON DRIVE) STA: 67+77.40 (NIGHTHAWK DRIVE) 131 LEGEND REV. NO. <14444444 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE / �.� FALCON DRIVE - PLAN VIEW i I I i W- EXISTING WATER LINE 4935 4935 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=30+15.28 PVI STA=36+75.00 PVI ELEV=4919.11 LP STA=33+91.20 PVI ELEV=4918.39 A.D.=-2.56 LP ELEV=4909.20 A.D.=-2.75 4930 K=58.53 PVI STA=34+21.99 K=54.55 4930 150.00' VC PVI ELEV=4906.37 150.00' VC o 811UNCC BEFORE YOU 811 DIG �• A.D.=7.88 H ,_ o ~ N� Nco K=38.06 och orn °+' ci6 �� 300.00'VC o o6 4925 N o C m• �o M co 4925 N -CALL M� �� _ (15 a IIIS,, �5 1-800-922-1987 OR 4920 I- 2 00°/ 4920 ` N / .. /' , 4915 4915 UTILITY CENTER NOTIFICATION OF COLORADO ,3 ,3• %�` �°°' • PROPOSED GRADE ALONG Q 4910 4910 ®p / / _.4905 0\ i 4905 / PL EXISTING GRADE ALONG APPROXIMATE LOCATION OF TAJ CULVERT 30 EX GAS - DEPTH IS NOT KNOWN 24" RCP � _- ICHKL 4900 4900 28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+50 - FALCON DRIVE PROFILE VIEW �1, - DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD26 37 141 . I . I < ._ I 0 . Iw E ' O X' X lo o co l n o 23 O �� I 41,0 �� Q o �� 0 o Ili X 0 to o _� M � I x x 22 I I I 11 I I 34 ,�i IT ^ ti o<� ICI ll I'm �� I ♦ J ♦rte f •� DATE ' — 26' EOP-EOP f i o _ ( KEYMAP DESCRIPTION R:=4.00-09:, k0 ° M 12 -� _ \ I:4229°62.14' X �° z z 27 $„ f� 4 4+00 5+00 6+00 i 7+00 8+0( 9+00 10+00 11+00 O , n + 2+00 3+00 ° E N8 I I I I I II I I I ROADWAY NOTES: I I I 1076.46' O `� �- _ 1. ALL EXISTING FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE CULVERT 25.1 - - - - - 31' EOP-EOP leg) COUNTY ROAD (SEE SEPARATE PLAN SI -G G STATION EQUATION (WITH BIKE LANE) ---- ---�- - STATION EQUATION - - - - - - N: 1326623.75 E: 3225917.80 I CULVERT 25 , N: 1326617.05 E: 3225142.84 STA: 0+59.31 (PELICAN LAKE LANE) STA: 29+61.64 (COUNTY ROAD 39) STA: 8+34.30 (PELICAN LAKE LANE) 21 STA: 43+85.96 (FAIRBANKS DRIVE) I I . I I . I 35 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH C CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE LANE PLAN & PROFILE WELD COUNTY, COLORADO 20 I I.II I • 36 - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I II PROPOSED CULVERT/STORM SEWER 7 - EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE PELICAN LAKE LANE - PLAN VIEW EXISTING WATER LINE 4960 4960 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 811 CALL UNCC BEFORE YOU 811 DIG 4955 HP STA=12+02.11 4955 HP ELEV=4939.53 PVI STA=9+63.40 PVI STA=11+81.24 '2.Op/ PVI STA-7+00.00 PVI ELEV=4932.77 PVI ELEV=4940.48 PVI ELEV=4932.87 A.D.=1.54 A.D.= 5.54 4950 A.D.=1.69K=88.57 K=97.20 K=27.06 4950 150.00'VC 150.00'VC PVI STA = 0+87.06 PVI ELEV = 4952.75 150.00' VC a V -IS'"Cr,..... 1-800-922-1987 OR _ PROPOSED GRADE ALONG Ho N- o N M d a0 /— o� oc N oo� N ooh +co N �rn 4945 Lri NM ��, �� +� ��'�4945 ,,_ a > F-> Q� (0 • L ° TA: 3+25.00_ VT: 4946.72 ,36 U' a `� f cn Ha — UTILITY CENTER NOTIFICATION OF COLORADO • ° 4940 PVI STA=2+50.00 • 4940 PVI ELEV=4949.49co M o + ,/ H > A.D.=-1.69 + + "* / u) d K=88.61 °� J °� II / 5AN. o/o 150.00' VC < w a w / / 3 4935 > ≥ 4935 r ( w c~n w / ma_ a_ 0- a a / / / EXISTING GRADE ALONG Q -2.00% 2 00% / PROS PL 4930 4930 ENG . TAJ CULVERT 25.1 • , �� CHKE _ 18" RCP CULVERT 25 2.00% -2.00% 18" RCP ' - " DATE 1/28/2025 4925 4925 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - PELICAN LAKE LANE PROFILE VIEW 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD27 38 141 _ -,_____------ \ I ,` 14,/ 4V sI (�I\ _ 180 M I._ M 179 31' EOP EOP (WITH BIKE LANE)L 178 0 'e O/(9' \ O 177 O \\, O _VG G ON 176op ' Io GAS CROSSING 'w w E Ce IA Qz I O 11 6Im p, --\ , Q 12 J O ae 11III� _♦ F.J _ / / \szir, DATE • 1 KEYMAP DESCRIPTION 14+00 15+00 16+00 17+00 18+00 19+00 N47°08'12"E 20+00 21+00 22+00 23+00 24+00 I I I I I I I ` ` Ct I I 1443.55' I I I I I I I I O i � ROADWAY NOTES: Z `--- _• fr-c,I R=400.00' QI L=296.47' D=42°27'58" 181 182 183 PELICAN LAKE LANE - PLAN VIEW 184 -LW '= '� \ ' \ I J 185 z z U ..,,,,,,r -.... 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS GEOTECHNICAL THE RETURN THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE LANE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED 7 EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE 4945 4945 PVI STA=19+69.88 FO W EXISTING WATER LINE PVI ELEV=4929.98 A.D.=-5.05 EXISTING OVERHEAD ELECTRIC LINES 4940 K=55.41 4940 OH EXISTING UNDERGROUND ELECTRIC LINE 280.00' VC -2.pp/ PROPOSED GRADE ALONG �, oo •H `l'H E- EXISTING FENCE co o• X c\I co ♦ 4935 o ♦ + 4935 • I Q •Q -1.00% F > • > I a 4930 4930 STA: 13+67.7 PVC: 4936.7! 1 UNCC BEFORE YOU 811 DIG PVI STA=14+42.76 • PVI ELEV=4935.25 • ` 4925 A.D.=1.00 4925 K=150.00 •CALL `•• 150.00' VC EXISTING GRADE ALONG 4_ PVI STA=24+49.31 PVI ELEV=4900.9681 _ - _ A.D.=6.82 1-800-922-1987 t/ OR 4920 ` K=35.17 4920 240.00' VC M CI N M cn CO co 4915 6o so + c) ♦ +CN 4915 UTILITY CENTER NOTIFICATION OF COLORADO N ♦ ♦♦ N 7r F-> H> �° ♦ �� 4910 ♦ 4910 ♦ ♦ 4905 4905 APPROXIMATE LOCATION OF °° PL EX GAS - DEPTH IS NOT KNOWN \` TAJ \A______ -- -,(--- 4900 O 4900 1/28/2025 4895 4895 0 60' 120' SHEET NUMBER 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 - PELICAN LAKE LANE PROFILE VIEW I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD28 39 141 ' I I I I 175 I I I • I / 172 STATION EQUATION / Q - ce .^ Oz 1 -11 , �. p 3 ( Q et J ��._ - IX ..■■ ■ I la � 26' EOP-EOP co. ___\ • 26+00 I I I 27+00 N47°08'12"E I 28+00 I 29+00 I I N47°08'12"E 30+00 I 31�p \ �r. \ �� I I �o cC 1443.55' I 221.68' ---/ 3 � . `. DATE i--\ MATCH LIN G-- CULVERT 28 � 170 \ III \ •G-) n 31 EOP-EOP (WITH BIKE LANE) I I �� 3� 0 R=200.00' \ L=118.68' \ \ A=33°59'53" \ \ 00X00 \� \\ KEYMAP DESCRIPTION ROADWAY NOTES: I\ 186 II II 165 • 4/ \ S00 S� \� �' \ �XO \ \ \ 3 \ \ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE I0 I \ �\ SX\ p' \ �I 166 �� \ \\ ^ cb LEGEND REV. NO. 41111111 IH I/ \ \ I . \ '96%00 6X00 ) \ I �)4ch I • �� / G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 WARBLER WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED \ / • I II I I I PROPOSED CULVERT/STORM SEWER i \ N / I \ -- 7. EXISTING OIL • * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE I / / 1 \ \ \ \ \ 167 WARBLER WAY - PLAN VIEW W- EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X CD M 4 co Lri y + Lo ,r UNCC CALL 811 RE DIG 4920 LP STA=25+42.20 coI > 4920 LP ELEV=4901.78 -- < w PVI STA=24+49.31 - - - - co w PVI ELEV=4900.96 > A.D.=6.82811 5 4915 K=35.17 0� 4915 240.00' VC 00 C •M °o rn o0 • 1.27% ri M a IIIS„ 1-800-922-1987 � OR M��rn o+o N Tim®' v cY) co PROPOSED GRADE ALONG 4_ � — — ' ��! 00 c000 N II II II n II II CV 4910M� �� Qw > Qw > Qw > 4910 N O N 5 W 5 W 5 W U Q H 0_ 0_ � 0 ,, a 0_ a a- 2.00% — UTILITY CENTER NOTIFICATION OF COLORADO N N • 4905 o CN 4905 PVI STA=32+40.29 M 0.77% Q a PVI ELEV=4911.92 j i- > A.D.=-0.73 i- a co 2.00% K=205.83 4900 P -2.00% CULVERT 28 150.00' VC 4900 CULVERT 27 18" RCP 30" RCP\\- b EXISTING GRADE ALONG Q PL 4895 4895 4) \ly, TAJ APPROXIMATE LOCATION OF ICHKL EX GAS - DEPTH IS NOT KNOWN DATE 1/28/2025 4890 4890 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 - WARBLER WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD29 40 141 52 53 o + z w `\� 54 _ \\ O O \ \■�� 55 o 0\ + o to G�\\ Q -- �� E is Qz I N 11 . H D 410 - E � Q oC O N IX � �� 1■■ ■ WI , �■ ��1■ �►��r■ .� Ems,%� E ♦♦ DATE ,I • co / / \-----•--- 26' EOP-EOP co • - _ Q --143. /i \ KEYMAP DESCRIPTION / • R4pp 0p 1+00• +00 2+00 S59°02'25"E 3+I 0 4+00 5+00 L=143.70 A=2 473.82' I I I {- O \ ROADWAY NOTES: - - - - - - - - - \\ \ / _ �' 57 . \ 1. \\ 7x00 1. ALL EXISTING FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE TO IN 20' TO THE NOTED. - \ / - QV N S38,,BE 2 ' 2�23�%c \ — — \ 4 8x00 -- \ • \ n, \ l0 • 51 '!''` \ NN o \ <1,3,,s-'060. 3 0SgA� N i. 49 \ \ \ O� ` ?,°J / 48 10+00 \ \ l� �SECTION 50 4,--. � /6 li A PELICAN LAKE PLACE - PLAN VIEW LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE PLACE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4940 4940 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X EXISTING GRADE ALONG c. 4935 4935 o i -0.66% ®. N j CALL UNCC BEFORE YOU 811 DIG 4930 4930 4932.35 \ co 4925 .•0�° 4925 II Q w o �� 1-800-922-1987 OR c~i� w > > _` ` PROPOSED GRADE ALONG Q 4920 a 4920 ` ` 2+38.20 4931.84 O co • `` UTILITY CENTER NOTIFICATION OF COLORADO cd 4 +0) CO `i� 4915 PVI STA=3+88.20 4915 Q O PVI ELEV=4930.84 Q •c � Q A.D.=-3.35 11 -• 40, K=89.58 300.00' VC o o 4910 LON 4910 + am PVI STA=6+17.16 + rn Q U PVI ELEV=4921.66 Q i- > A.D.=-0.39 F- > °' ri PL K=310.53 4905 120.00' VC 4905 TAJ I CHKC DATE 1/28/2025 4900 4900 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 - PELICAN LAKE PLACE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD3O 41 141 Q 115 I Qz llI -- _ _ X G / • G0 GGG X G I II c9 i I ii %0 11 ■ ■■�� ♦ D 410 Q J o �• Ce G G G GG G G- GG G G GG GG G G • \ Lc) C7 0 � W _ rNo p ll / + J ♦� r . N F- a z / DATE IINO DITCH ON EAST 20' EOP-EOP I v SIDE OF ROAD *HTO ♦ + ° " + 18 00 S00 26 39 E c &0-H00 20-3 o PI: 12+45.79 (ID♦♦ I 246.78' I 0 0 4 1�+00 L 20' EOP-EOP WKEYMAP DESCRIPTION + . cm R=250.00' N ♦ / 0 ;` _ _ �` - - - S00°08'15"W 49.67' I CULVERT 23 •�' r +�0 16 L=64.20' 22' EOP-EOP1 / • ♦ 15+00 ♦ ♦ O=14°42'46" / ♦ %. 20' EOP-EOP • -- - - S15°092 ♦ ♦ �, / STATION EQUATION - - I II �^ 0 O 0 ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH FILLED ALL FOR CURB UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION GEOTECHNICAL THE PROJECT. RETURN RADII ARE OTHERWISE 20' NOTED. TO IN TO THE 00 35$ $$ pGG L -ii OOH /'� / N: 1323720.94 M IL R,4p0 44 12+00 13+00 ,, E: 3227158.05 Ztoo.--.z...." `,269 , 11+00 a .� - � STA: 20+12.05 Q °35�3g' H ��% p=3$ ♦ ♦ '-- X - "'d\ �6� / • (PELICAN LAKE DRIVE) 9 0 Q J 0- 0 0 %• \ C° ♦ ♦ STA: 20+40.08 p IX w O � 1• -- (COUNTY ROAD 32) H - -- -- -- - - I Q Q \\411-/ _ - - - - S00°08'15"W I X z cwi� p p LEGEND REV. NO. (n) 111.29' ��` STATION EQUATION I I LR--66.0.00' 73' O V w O aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH X" N: 1324476.12 I A=15°17'40" A` E: 3227045.20 STA: 12+42.84 A (PELICAN LAKE DRIVE) It STA: 76+17.33 (FAIRBANKS DRIVE) 47 I II I I II II DITCH SECTION VARIES - SEE GRADING PLAN PELICAN LAKE DRIVE - PLAN VIEW X I I p X O (.9 0 0 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 11111 PROPOSED CULVERT/STORM SEWER - / * FO EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4920 4920 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=10+73.75 LP STA=15+38.43 PVI ELEV=4901.58 LP ELEV=4898.87 A.D.=3.53 PVI STA=16+16.88 4915 K=56.69 PVI ELEV=4898.26 co 4915 200.00' VC H A.D.=2.94 i cd a? UNCC CALL BEFORE YOU 811 DIG co K=88.39 g ti 'VI STA = 12+24.84 'VI ELEV = 4900.26 'VI STA = 12+42.84 'VI ELEV = 4900.62 'VI STA = 12+55.84 co 260.00' VC rn M 6 M 6 co HII coM II > 4910 �� 0 coo Q 4910 Q a I- 'VI ELEV = 4 co a; w �� d� +�� N� > > 0� �� r� CL CL �� / 1-800-922-1987 a I, OR 4905 `� �'Cl- 4905 LL � , LL LL LL .36% PROPOSED GRADE ALONG - - - -0.87OA _ ,/ _./4900 _ 4900 UTILITY CENTER NOTIFICATION OF COLORADO -0.58% 2.°°°'° -2.00% `-- 4895 CULVERT 38B - - . 4895 CULVERT 23 CULVERT 38A 36" RCP 30" RCP 36" RCP EXISTING GRADE ALONG 4_ 4890 4890 ,II PROJ PL I�/ 11i ENG : TAJ 4885 4885 �IIi CHKC 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 - PELICAN LAKE DRIVE PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) 1"= 6' (VERTICAL) RD3 I 42 141 \\\•\ \ A\ict \ \ \ \ \ \ \ \\ \ \ \ \ \ \ `� ` `� 245 152 \ 1 1I to I I\ rn 244 W o b \ \ 243■■�� \ \ \ \ co CV o) M d DITCH SECTION VARIES - SEE GRADING PLAN \ , I _ o ca 0)._a r --z a o + W Iw E cC .^ v, Qz I I i ii o I 1 I 4 < Ea W (71 J CC .��1*41 I la - r � 1�1■■ �. �•� DATE . , ' 1 1 \\l KEYMAP DESCRIPTION + 26'EOP-EOP ____-- -- — \ +o ROADWAY NOTES: — — — C. + a �Ew • 3+00 0 5+00 N35°23'55"E 6+00 7+00 8 - 0 G) N35°23'55"E 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE � °44'03"E 2+00 �p o� 404.36' 103.02' ,% 1+00 N30 U 360.06' _ - 1 - R=400.00' - - I - - - - STATION EQUATION _ - - - - - - - - - - L=32.56' - - A=4°39'52" \ \ DITCH SECTION VARIES - -o + r G N: 1328511.05 E: 3229039.63 I . \ \ I SEE GRADING PLAN \ \\ I I STATION EQUATION 151 STA: 0+50 (BURGHLEY COURT) I STA: 35+56.44 I • (MORNING DOVE LANE) \ I I I I I I I I \ I I� I I I I 147 I i I I I I II . \ \ N \ \ 141 J/ BURGHLEY COURT - PLAN VIEW \ -� II N CO L - o -� N N �' , in-/- `�� I I `\ N: 1329114.05 E: 3229435.57 STA: 7+71.95 (BURGHLEY COURT) ` STA: 0+45.55 (LEDYARD ROAD SOUTH) 140 \\ LEGEND REV. NO. aaaaaaaa G PROPOSED EXISTING GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BURGHLEY COURT PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED II II I I PROPOSED CULVERT/STORM SEWER EXISTING OIL D EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4920 4920 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE PVI STA=2+00.00 PVI ELEV=4902.90 X A.D.=-2.25 LP STA=4+29.64 4915 K=66.70 LP ELEV=4895.37 4915 150.00' VC PVI STA=4+00.00 co PVI ELEV=4894.41 q in o C) o N A.D.=6.09 co N o in oi K=24.63 4910 II N Co 150.00' VC 4910 / 811 CALL UNCC BEFORE YOU 811 DIG H U) J W I- (A i d u) d p inr•-: LO O 6 6 co O O N• CO CO N- CO CO O d d � �. CO d' d- d- + `„ 4905 -Z0o% > > 4905 •` u) o_ u) a < J PROPOSED GRADE ALONG 4 u) W �>> CL 0_ �a � 1-800-922-1987 OR 4900 a_-' 4900 • ` • 2s% • 1.84% •. ` 4895 • .� 4895 UTILITY CENTER NOTIFICATION OF COLORADO . ' ' . . 4890 4890 CULVERT 6 24" RCP EXISTING GRADE ALONG 4_ 4885 4885 PROJ PL P-2 � `\ ENG : TAJ 54" RCP �' ` CHKE 4880 4880 46, DATE 1/28/2025 0 60' 120' SHEET NUMBER 4875 4875 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 - BURGHLEY COURT PROFILE VIEW 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD32 43 141 \\ \\ I I 22 i:e _ _ ,,, v, Qzo \\ �, _ LL H \ D / \ 209 / / / // / III II I I I 224 c) 0 225 226 = I Q 7,4 eC � ' .� I , ■III i- �� 1■� _ % . ��r _ DATE o + 0 z c� —_--_� cci + + cp • • , ■ � m I �� '— \� w KEYMAP DESCRIPTION L — 26' EOP-EOP �\ -6.5. - - - - - ROADWAY NOTES: 1+00 2+00 3+00 I I + 4+00 5+00 N00°09'42"W 6+00 7+00 8+00 9+00 ~ I I I I I 1000 II ° ° I � 1048.12' -II I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF SHALL PAVEMENT DEPRESSIONS BE WITH FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE 210 % / / STATION EQUATION I I / \ N: 1328608.42 - - - / E: 3226072.04 I / STA: 0+50 (SNOW OWL WAY) STA: 5+66.65 (MORNING DOVE LANE) I I 231 0 0 \ / — __ c \ \ 227 \ \ \ \ \ \ \ \ \ \ \ \ LEGEND REV. NO. 44444444 EXISTING GAS LINE \ \ ' \ \ \ \ \ \ \ 229 \ \ \ PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 SNOW OWL WAY PLAN & PROFILE WELD COUNTY, COLORADO - I I - - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED 211 I I SNOW OWL WAY 0 - 230 PLAN VIEW 228 \ \ \ \ \ \\ \ \ \ \ \ / - * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE FO EXISTING WATER LINE 4950 4950 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE N.. PVI STA=3+51.67 E EXISTING FENCE o0 N- PVI ELEV=4933.93 X co rn A.D.=-1.68 4945 + Q K=119.16 4945 ° 200.00' VC w M PVI STA=6+48.12 in m x- PVI ELEV=4925.00 4940 ° a N 0) �+ A.D.=-1.01 4940 i—_ F-> K=119.33 CALL UNCC YOU 811 BEFORE DIG ---- �� I-> �a 120.00' VC --- -1.33% 4935 00 N r 4935 �\ ccci oo �7r o N ti� u) a. cna 1-800-922-1987 �� OR 4930 4930 i 4 3• 0,° co M 4925 CO• 4925 UTILITY CENTER NOTIFICATION OF COLORADO EXISTING GRADE ALONG •H J cn w • 5 5 4920 --.4., 0_ 4920 4915 4915 I� PL PROPOSED GRADE ALONG 4_` �.ff +r TAJ _ '' 4910 4910 IL Oliij 1/28/2025 0 60' 120' SHEET NUMBER 4905 4905 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 - SNOW OWL WAY PROFILE VIEW I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD33 44 141 / / / / I I 169 Q EI ix CA Z I 197 I 162 161 / I0 %.• 4�■■W Q ��'1� �� rt o y IX ��I■■L W I••I! — r �� 11��ii �y• Q 191 I. o I Z •'' . I I I __ \ o 160 a ��1■�II DATE �, I I CULVERT 29.1 26' EOP-EOP - ---� \ \ Lu KEYMAP DESCRIPTION , II\ / \ - ROADWAY NOTES: 1+00 2+00 4+00 WI 3+00 N0 0504.66 • 6 ° _ 504 67 1 5+00 I \ \ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE ITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL FOR OGEOTECHNICAL PROJECT CURB RETURN RADII ARE UNLESS OTHERWISE TO IN 20' TO THE NOTED. // - J - / �O�� - 196 STATION EQUATION I - - - - - / \ I•//O� N: 1327134.53 \ / O E: 3228783.03 STA: 0+50 I _ ` C (NUTHATCH WAY) STA: 30+98.75 (FALCON DRIVE) \ C 192 C • I I I I I I I I 157 _ _ 158 ( G) LEGEND REV. NO. <14444444\ G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NUTHATCH WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 159 mil PROPOSED CULVERT/STORM SEWER - EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE C \\ I \ \ NUTHATCH WAY - PLAN /G) VIEW W- EXISTING WATER LINE 4930 4930 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X N- 811 UNCC CALL BEFORE YOU 811 DIG 0)0) 4925 cri c 4925 4 nl + co II p o m ii > (.0 4 F- _I + ii PROPOSED GRADE ALONG 4_ cn w 4920 Q w a 5 4920 U)w 0 1-800-922-1987 OR 1.04 /o o4. d 5 4915 4915 l'r- CULVERT 29.1 '�, UTILITY CENTER NOTIFICATION OF COLORADO 18" RCP �---- �-- - __� �� 4910 -'t 4910 EXISTING GRADE ALONG 4_ 4905 4905 If IIIPL ' TAJ 4900 4900 0+00 1+00 2+00 3+00 4+00 5+00 - NUTHATCH WAY PROFILE VIEW 0, CHKC '1' ,11 I pi DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD34 45 141 196 n II I I ICe 96 97 98 II I I I I O Q •E &A I 6 ��I I� LL • H I41, ce J O \ O I STATION EQUATION --- A' w I I IX � --►� tlll��ll� _ I F = �� ii -� ii • O o I N: 1326380.67 E: 3228542.83 -o ,-\ 0 / / \ I J • '•w �. '�' , o + o I I STA: 0+50 (KING FISHER WAY) 18+97.58 Q O / \ / \ co •• ,� DATE 197 / (7.DSTA: w I I (MEADOWLARK LANE) Ud 6k°° p1gg:7::- I L�- ) I I I \K KEYMAP DESCRIPTION ::::::;\:30.4:vr,OO29,, I / 1+00 2+00 S00°29'53"E 3+00 0 0 4+00 � ROADWAY NOTES: I \ 340.19' �� , 0 7 rip J / 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE - - - - - • - _ �• 26' EOP-EOP \ / / - _ _ _ - / O / O / 198 I . II° I I IPROPOSED I101 I • I I TRAPEZOIDAL CHANNEL 16' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES 99 100 / - - --2. LEGEND REV. NO. 414414141414141 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 KING FISHER WAY PLAN & PROFILE WELD COUNTY, COLORADO - - FLOWLINE SECTION - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED M M M ill PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE / I I . KING FISHER WAY - PLAN VIEW W- EXISTING WATER LINE 4905 4905 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X UNCC CALL BEFORE YOU 811 DIG 4900 4900 0 o M 7 co ��81 4895 0 >4895 co LiiN.: EXISTING GRADE ALONG r t,�, OR co w, 6 00°3 •1-800-922-1987 II 4890 co w 4890 -0.85% 0_ ° UTILITY CENTER NOTIFICATION OF COLORADO 4885 4885 PROPOSED GRADE ALONG Q 4880 4880 PL id III 4875 4875 TAJ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75 - KING FISHER WAY PROFILE VIEW I ► < CHKE <, I ' DATE DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD35 46 141 i Q lie IA Qz - - - -BEGIN: 0+00 I O) 119 cli ii 6 1 - 26' EOP-EOP — � � \ 11 LL p I 4111 \�-, — J , — — — — — — — — — — et 4 N 1+00 2+00 N89°30'01"E 3+00 0 ► 4+00 I I I 494.94' p I — _ I 5+loo �� \ \\\IX 6x00 Rte. N N N LIJ IISTATION EQUATION 9S7 \ \ l • II II N: 1325767.20 E: 3229499.72 STA: 0+50 (CHICKADEE WAY) STA: 54+03.71 (NIGHTHAWK DRIVE) 114 ...s.\ N )(O ` \ \ \ \ \ \ ��\\ \ \ \ �• \ \ \ 118 o I W ' Q ,.� L _ �� I I I� KEYMAP DESCRIPTION I / I II / \ I ROADWAY NOTES: - - - - I 115 I I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED 0 FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE - - - - - - - • / I I I G o °+ °' I PT: 8+56.21 G G I I I I I I I I I II \ / I I \ \\ / / 1 J / co N0 w o - o C C - + 7 \ I' / \ \ II I / /� I I LEGEND REV. NO. 414414141414141I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CHICKADEE WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED I 11 1 \ \\ \\\/ / // W W W ill PROPOSED CULVERT/STORM SEWER 3OG \ \ \\ 113\\\\\ 117 o / EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE \• \ \•\ \ \ \ \\ CHICKADEE WAY - PLAN \ \ \ END: 10+90.09 \ \ \\ \ \ VIEW W- EXISTING WATER LINE 4890 4890 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4885 PVI STA=5+50.00 4885 811 UNCC CALL BEFORE YOU 811 DIG -2.00% PVI ELEV=4871.75 A.D.=1.70 - -- K=88.40 o O) - - 150.00' VC 4880 oM 4880 ' C° •• o 4874.00 : 6+25.00 N- II �'. N- -3.0Q% O ,... co �. 1-800-922-1 5 OR 987 H _ ♦ . 4875 > > •` > ,, 4875 a o_ o N o �� a PROPOSED GRADE ALONG rco NaC°o + 00 PVI STA=2+50.00 M o J rn PVI ELEV=4880.75 _. - II UTILITY CENTER NOTIFICATION OF COLORADO 4870 H> F- > A.D.=-1.00 1.00 i. H Q w 4870 (no_ K=150.00 � d -1.30% H J W 150.00' VC• a 4865 \ 4865 i EXISTING GRADE ALONG c_ 4860 4860 PL TAJ v. '� CHKr- 4855 4855 DATE 1/28/2025 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 - CHICKADEE WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) R D 3 6 47 141 /� /// / // / /// 47 // // / / 48 o Z(N U wU I II I I. I I , I I II 11 I I L— 2 1 NIo N a rn co F_ __ a ' �o --_ 26' � EOPEOP X' X� X V I II ■ I I NLY I I I 0 I ,� � 0 O U 00 O O 0 O U U 0 0 0 QI in Qz O _ � I U. i= 3 I lily QO pC (I) J I IIL w I LJJ I— Q o - I ,z _ / KEYMAP DESCRIPTION e� 1+00 soo°o8'15°w 2+00 3+00 \\ w X 248.72' oH \ co 4+00 ROADWAY NOTES: - X S I I W 5+00 0 STATION EQUATION 284723 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE N: 1324477.30 23 I ' c� E: 3226553.40 STA: 0+50 (BUNTING WAY) STA: 71+25.52 (FAIRBANKS DRIVE) 46 I I I � / /' / / / / / I • il /1 I I / / I I I II II / / / / I I I I I I I / _ CULVERT 40B - / - - - - / 6+00 CULVERT 40A R=400.00' - /I L=73.20' / / A=10°29'07" \/ \ = / 3 4 BUNTING WAY - PLAN VIEW X X X . I , I U rn 0 O U 0 O 0 0 0 O• 0 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BUNTING WAY PLAN & PROFILE WELD COUNTY, COLORADO - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED w w w ill PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4920 4920 W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X 1 UNCC CALL BEFORE YOU 811 DIG 0 co 7r rn 4915 in 491581 o PROPOSED GRADE ALONG d ii ,,i 8 II < J o > EXISTING GRADE ALONG 4. co w a t,i00 1-800-922-1987 OR 4910 Q w CL 4910 c~/) w a 0.90% - CL 4905 4905 - UTILITY CENTER NOTIFICATION OF COLORADO CULVERT 40A CULVERT 40B 24" RCP 24" RCP 4900 4900 4895 4895 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25 - BUNTING WAY PROFILE VIEW 1U PL IAi III s - TAJ kkiiDI1 CHKC DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD37 48 141 46 \\ \ \ \ \ \ \ \\ \ \\ 111 I ' 45 I(;)+\ I \� \\\ \ ‘ 4 I / \ / \\ \ \\ \\ \\\ \I II I ', I I I II 6 — _a -- \\ z Vo NOT A PART Nil `N- z Q - E Ce in Oz I [ 4110 J Q O W J 1 I DATE I KEYMAP DESCRIPTION I 26' EOP-EOP \ \ I 1+00 2+00 S40°38'54"W 3+00 4+00 5+00 I ROADWAY NOTES: I (O6 I I I I I ► 577.24' ° 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE / / STATION EQUATION I � / N: 1324652.60 E: 3225965.81 / / CULVERT 39B • / STA: 0+50 (SORA WAY) STA:64+97.29 i II (FAIRBANKS DRIVE) // II 44 / / / / / / / / / / // / "(I // I/ / I I I II I / / // // // N CULVERT 39A 7 I I 9LEGEND / / / / / 8 O?' ze / . / Zit SORA WAY - PLAN VIEW REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 SORA WAY PLAN & PROFILE WELD COUNTY, COLORADO • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER ,...__ EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4935 4935 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X PVI STA=2+37.24 PVI ELEV=4916.60 A.D.=2.15 co 81 1 CALL UNCC BEFORE YOU 811 DIG 4930 K=93.23 N- cri 4930 200.00' VC N .- H + II � N N II > cc i ,- M N H -I 4925 M . - w 4925 CL CL 1-800-922-1987 or - OR o PROPOSED GRADE ALONG 3 60°i° rn 4 4920 � ; 4920 O ii Q , w _, UTILITY CENTER NOTIFICATION OF COLORADO w w _ � - EXISTING GRADE ALONG Q 4915 > a 45% 4915 4910C\\CULVERT39B 4910 24" RCP CULVERT 39A 24 RCP �� PL 4905 4905 `\�� TAJ 0+00 1+00 2+00 3+00 4+00 5+00 5+7514‘,)) - SORA WAY PROFILE VIEW CHKC ``I `` DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD38 49 141 I / // / / / / / DITCH SECTION VARIES GRADING PLAN 254co L°° / ► /' //// I / // ' / . 1/ / / / / /, / / Il 278 STATON EQUATION 279 280 C7Q ( \ \\ \14:1( \ `\\\` \ \\\ ' `` ` `% \ ` \SEE E ix I f Qz N o 3 Q o (2 (71 W +�ci `� ,, -- a 1 �0 � I u S27° � --__ -- 5559 ` `' CULVERT E2 I I ISTA: E:3231626.69 STA:4+74.55 (EGRET ROAD) 0+50 (BLUE HERON STREET) L 0 _ _--- o °' �-i C� U a IT.... _ . KEYMAP DESCRIPTION E � 251. 2� 26' EOP-EOP Z lg, Op R=400.00' ROADWAY NOTES: / . - - lilt - --�. ! - - . - - I RI \ dL1403•89' x'54" 4+00 5+00 6+00 7+00 8+00 S42°48'53"E 9+00 10+00 - 11+00 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. • / 835.38' `� cC 12+00 P • - m / I CULVERT El STATION EQUATION _ GAS CROSSING _ _ _ _ (f) O , R=400.00' ' I I I I N: 1334329.36 E: 3231391.28 STA: 0+50 (EGRET ROAD) STA: 7+51.67 (BEEBE DRAW FARMS PARKWAY) 253 277 276 L=326.81' In A=46°48'42" of I \ 275 \ 0 LEGEND REV. NO. 414414141414141 G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 EGRET ROAD PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT \ 1 II � - - - - - - - - - O- 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE 1 , EGRET ROAD - PLAN VIEW EXISTING WATER LINE 4865 4865 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4860 PVI STA=5+68.38 4860 PVI ELEV=4843.89 81•I- UNCC CALL BEFORE YOU DIG 811 LP STA=1+87.61 A.D.=2.73 LP ELEV=4840.92 K=73.21 PVI STA=1+59.59 200.00' VC 4855 4855 PVI ELEV=4840.43 A.D.=2.48 o K=70.44 °o ri °o N- 175.00' VC + oH.N co a /� �, �/ 1-800-922-1987 4850 o °~o o. - H 9°i° -3.4 jo 4850 c.og + ci_ ti�OR u)> / II O NCO > HPSTA9+48.42 w I-> >co U) 0- M • HP ELEV=4854.39 4845 0_ a PROPOSED GRADE ALONG ( cc) Lo + PVI STA=9+45.88 �� 7. 4845 UTILITY CENTER NOTIFICATION OF COLORADO ate. PVI ELEV=4857.39 _A a A.D.=-7.05 F— d 0.84% K=48.25co A\edr"f------ 4840 340.00' VC 4840 —1.64% EXISTING GRADE ALONG 4. APPROXIMATE LOCATION OF ----___ CULVERT El EX GAS - DEPTH IS NOT KNOWN 4835 18" RCP 4835 0 PROJ PL ENG TAJ CHKC 4830 4830 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - EGRET ROAD PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD39 50 141 II I II I I (-1, - O . �� -1, ._ < ce - III Z O . • - I II iiI 260 I r �� ox 6i_ p, Mb ,/' / '/ ' I I�� I x __/ Q Q - - ao 12 N ae w I // /// �� / / 281 / // / /// DITCH SECTION VARIES - / .. / SEE GRADING PLAN �-^ / �' I I I I I 261 STATION EQUATION x X I I- DATE KEYMAP DESCRIPTION // J -= � �4/ — \, 73xOO \ \ \ ` Ni\ \ ` - _ ��' !• co ry co J I I I I N: 1333324.95 E: 3232596.81 STA: 17+10.02 (EGRET ROAD) STA: 17+86.87 (BLUE HERON STREET) x I I N a W ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. �4'`�0 J \ _ P' �' \ 15+00 16+00 17+00 18+00 S89°37'35"E 20+00 21+00 2200 23+00 24+00 I I I I I g82 74' I I I x / I I I i\ _ � // 274 - CULVERT E4 273 I I. _ I IPROPOSED • I I I I CULVERT E5 262 X x I X END STA:21+01.43 I I I I ROADWAY CONSTRUCTION LEGEND REV. NO. 44444444 EXISTING GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 EGRET ROAD PLAN & PROFILE WELD COUNTY, COLORADO - - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT I I PROPOSED CULVERT/STORM SEWER - - EXISTING EASEMENT ( OIL & GAS SETBACK * EXISTING WELL EXISTING COMMUNICATIONS LINE EGRET ROAD - PLAN VIEW FO EXISTING WATER LINE 4860 4860 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=16+41.38 PVI ELEV=4846.39 A.D.=-0.97 EXISTING GRADE ALONG \ .+` 4855 K=113.53 \ N 4855 110.00' VC / 81 UNCC CALL BEFORE YOU 811 DIG END ROADWAY CONSTRUCTION \ co co STA = 21+01.43 ti co ELEV = 4848.84 \ \ FUTURE PROFILE 4850 co PROPOSED GRADE ALONG ► 4850 _ �d 0.55% �jd 1 \ 1-800-922-1987 ` �� OR 4845 500_ 1_�1 _ ,- ` 4845 - ^ ♦ __ fl - - CULVERT E5 "-CULVERTE44840 15" RCP ,° 0 o 44 8 0 - UTILITY CENTER NOTIFICATION OF COLORADO 15" RCP oo ,,N + co co ` N 62 ii r— HP STA=21+00 ti co S� ii ° w 4835 �, co HP ELEV=4848.84�� 71- Q 4835 w oLo LP STA=14+36.71 0 CO o PVI STA=22+25.72 - c i c c00.i LP ELEV=4843.97 Q a PVI ELEV=4849.60 Q CL CL N PVI STA=13+78.03 co i- > A.D.=-6.80 H b PVI ELEV=4842.39 I K=44.14 4830 H > A.D.=4.99 i- a 300.00' VC 4830 K=60.12 PL 300.00' VC TAJ H HI 4825 4825 12+ 1 + 14+00 1 + 1 + 17+00 1 + 1 + 2 + 21+00 22+00 2 + 24+ 25+00 50 3 00 5 00 6 00 8 00 9 00 0 00 3 00 00 - EGRET ROAD PROFILE VIEW 1/28/2025 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD4O 51 OF 141 - _____ _ vr-t,-) • . _ E - ......- _ . . • . _' pi% in %O _ GAS CROSSINGZ Q • 66 D / I • � \ / ------ /• / / / 255O) ,V 256 Lo. IL 257 I I I I Irt I I I I I I II I I I \ 258 I I ri I II II I J O V1 li: I w I- 26' EOP-EOP I I I KEYMAP DESCRIPTION I II \ / 5 5+00 6+00 S81 °46'53"E 7+00 8+00 9+00 �� \ I II i I i I / \ \ �z1 �koo ' o 402.32' ,o I i .3°° 11+00 `',51 ° 1G -P ROADWAY NOTES: \ 254 / \ r°c. / • ° \ ,-\ / i ___ 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. LEGEND REV. NO. 414414141414141STATION G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH N ` \N XO� / / N: 1333979.50 / ST1 / STA: A: 0+50 \ ` ,, / / (BLUE HERON STREET) STA: 4+74.55 N / \ N N(EGRET ROAD) N 278 / \ \ \\\ \N pQ O \ N \ \X N N \ \ \• \ \ NN \ \` N N BLUE HERON STREET - PLAN VIEW CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO - - . - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT IIIII PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE W- EXISTING WATER LINE 4860 4860 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4855 4855 8YOU UNCC CALL BEFORE DIG 811 LP STA=10+67.70 LP ELEV=4835.71 4 PVI STA=10+94.91 4850 o N PVI ELEV=4835.31 5.31 4850 24 o + PROPOSED GRADE ALONG K=71.44 W 160.00' VC Q Q 1-800-922-1987 OR 4845 w 4845 �, 0- 0.84"/0 '+c +� o -2.11/ Hj 4840 u) 0- u) a 4840 UTILITY CENTER NOTIFICATION OF COLORADO CULVERT E2 15" RCP co d" HP STA=4+43.99 co co LO EXISTING GRADE ALONG a, HP ELEV=4845.83 L. 4 -0'74% + co co PVI STA=4+78.53 + o0 4835 U PVI ELEV=4846.31 Q 4835 F- c./) > a_ A.D.=-2.94 i— > u) o_ _ K=54.40 �� rn 0 160.00' VC + 0 00 PVI STA=9+50.11 co 4830 Q a PVI ELEV=4836.38 Q 4830 PL F- > (0 0 A.D.=1.37 P CULVERT E3 � � TAJ flui 120.00' VCK=87.80 24" RCP CHKC 4825 I 4825 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 - BLUE HERON STREET PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD4I 52 141 ` ` -17'\e-No 259 260 co N N a 261 .� I II II II II I hI , co CO f� a I I I IW . ' 262 CULVERT E5 263 I� IH Ill 'w 22+00 D DESCRIPTION I - — — — — — — — — — — — — — — — — — — LLJ ` — — — — — — �?7. 2$ y3' 12+ 00 13+00 14+00 15+00 S00°00'57"E 16+00 17+00 18+00 19+00 20+00 S00°22'25"W 21+00 w CO ROADWAY NOTES: 56 I I I I I I I D,a'\° 45 564.79' 3er I I I I I I CSp I 943.99 cC i � - -••,r - - - - - - - - - - 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. - - - - - •- - ,-•- w / ' '- z - - - - - - - - I I I STATION EQUATION - 26' EOP-EOP Ii J I n ` I I V � �` I II I �` I i ` I I I I I I 281 • I . •\� I \� / \�� / / I I I I I I I • I I I I I I I I / N: 1333324.95 E: 3232596.81 STA: 17+86.87 (BLUE HERON STREET) STA: 17+10.02 (EGRET ROAD) 273 CULVERT E4 '� I O Q CC G LEGEND REV. NO. 41111111 G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH . CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO - • - - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT W W W ill PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT 7- OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE O \ t / • / .' BLUE HERON STREET - PLAN VIEW EXISTING WATER LINE 4860 4860 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=15+73.10 oo `�'. 000 co "' 4855 PVI ELEV=4842.49 "' 6 6 oo 6 a' v 4855 A.D.=0.50 r+ 7 7r 8Q UNCC CALL BEFORE YOU DIG 811 K=240.40 11 II `— II II II n 120.00' VC > > > H H cH w F— w cF- w �� 4850 PVI STA=10+94.91 0 . in . (0 > > > > > > 4850 PVI ELEV=4835.31 ri ri a 0 A.D.=2.24 7 1.5 6% K=71.44 'V 160.00' VC Q Q 1-800-922-1987 OR 4845 Fn 0- Fn 2.000/0 HP STA=20+42.54 M 4845 2.00% -2.00%ao �o CT) 7, 06 Lo HP ELEV=4849.63 -4 a' `� PROPOSED GRADE ALONG 4_ rn di- PVI STA=21+08.44 N CV o _ �j PVI ELEV=4851.31 Q d A.D.=-5.56 ,_ a 4840I-> F> 4840 UTILITY CENTER NOTIFICATION OF COLORADO co ° c� 1.5 0% 300 O0' VC _ EXISTING GRADE ALONG 4_ 4835 _- 4835 4830 4830 PROJ PL ENG : TAJ 4825 4825 I1 CHKC 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 - BLUE HERON STREET PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD42 53 141 Q E N I -I-END: 33+28.44 0 ROADWAY CONSTRUCTION / Ii in fOzo z_END STA:32+86.43 ' - - - - , _ M• c'')+ L� ii /x X X X X X X X X -- Hly , ./ // J Q ---- I — -/- I - II /7 - o _ •i / . / DC ce N ; - - 264 f / 265 I / / I 266 PT: 30+45.02 II II I •i— • I • N- M w 'L.° !N. 0 M pMp I I I / / . / / ' / • /' // • //' / / // / / / / ////. . / / / / / / /// / / / // • / W I QH O KEYMAP DESCRIPTION ' STATIONEQUATION / / /'I o o / I /I// /// / // •, • // CULVERT E6 • //1. /(BE . I I ROADWAY NOTES: ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. � ' H WI W _' N: 1332714.87 E: 3232592.83 STA: 23+96.96 (BLUE HERON STREET) STA: 6+36.25 (KESTREL PLACE) / / 0 / ti / / / O / a y / •., �o°. / _ — 2O°' X00 i ' �Oo O / • I / I 1 / I I -G� / I I .G G G 1 / I I • I • I LEGEND REV. NO. 41111111 ,��'3 / I I ' G EXISTING GAS LINE w' GAS CROSSING •o D�g� •I WI 28�� / I PROPOSED SWALE/ROADSIDE DITCH ci)7 23+00 +00 25+00 26+00 27+00 / I • I CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT I I - / , I I r / •/ /, I I I w - • �' 1 _ . I z J _' H' ig I I I I I r _ I BLUE HERON _ _ _ _ _ _ 0 0 STREET _ _ _ _ _ - - -- GAS CROSSING - PLAN VIEW ,1 1 1 , . I I Ili' I I I •II I . I ►, I II I I II PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / OIL & GAS SETBACK * EXISTING WELL EXISTING COMMUNICATIONS LINE FO W- EXISTING WATER LINE 4855 4855 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X 4850 - 4850 ` 81 I UNCC CALL BEFORE YOU DIG 811 \ ` PVI STA=26+33.44 • PVI ELEV=4830.31 4845 • • A.D.=3.05 LP STA=29+88.93 4845 • K=65.61 PVI STA-28+27.83 LP ELEV=4827.88 • H 200.00' VC PVI ELEV=4828.46 PVI STA=30+52.28 • A._ A.D.=0.56 PVI ELEV=4827.58 \ co M K=214.70 A.D.=2.65 Q ` r � i,�; 1-800-922-1987 OR 4840 ,4 Opa / co co M co co N 120.00' VC K=67.86 co 00 4840 H 180.00' VC co N N co PROPOSED GRADE ALONG 4 a Q 2 0 co N M CL U) (0 co� N N I, > 4835 N" N N 4 M co H cco w 4835 UTILITY CENTER NOTIFICATION OF COLORADO 0)0- �� Q 0 Q u)0- Q o �� EXISTING GRADE ALONG Q 2.26 4830 -_ 4830 -0.95% -0.39% .. 0 I - -� 4825 4825 T,IIb\Ii PL APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF 0 `L, �= EX GAS DEPTH IS NOT KNOWN EX GAS - DEPTH IS NOT KNOWN CULVERT E6 IA/ 24" RCP TAJ 4820 4820 k I1 CHKC 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+30 - BLUE HERON STREET PROFILE VIEW kii DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD43 54 141 N \\ �� \ \ I Q ix I \ \\ \\ • •E \ \ c 272 \\ \ \ \ \\�\.\ c �'' \ \ \\ s \\\ \\co \ \ \ \ c \ • \ \\ • \\ / G' ____ \ \ \\ cd I a J �I I I I I I I I II I z 264 W x X x I I CA Qz LLD 0 3 Q J IX N W 271 ,-- \ \ c ,200.00 - R 5+00 — — — \ \ \ G, . v.;221. 33„ \\ S89°37'35"E 6+00 o \ / / / o63°® \ \ 200.40' / \\ \ /N V (1 k0 X - \ / i i • / /• / --_ V \\ \ \ 0 I STATION EQUATION KEYMAP DESCRIPTION \ \\ '�C 2X, / / \ \ \ \ 0 C 138 / o / / / / \ \ X \ \ / \ \ / \\ \\ C 26' EOP-EOP / / // / \ \ \ 267 \ \ \ 270 GAS CROSSING \ \ // // \\ \ . \ / \ Oi / / o / \ o \ \ \ \ N / G' \ \ R 60, / / \ \ \ / Of4i / \\ / / / GAS CROSSING �' \ \\ - - - I I I I I I I I -I EN:: 3232592.831332714.87 STA: 6+36.25 (KESTREL PLACE) STA: 23+96.96 (BLUE HERON STREET) 265 - X % X I I I ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS BE FILLED SHALL BE ACCORDANCE WITH RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF PAVEMENT THAT ARE PROPOSED TO FILLED IN TO 95% COMPACTION IN ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE 20' TO THE UNLESS OTHERWISE NOTED. \ \ I I I LEGEND REV. NO. \ . - _ 41111111 _ _ _ I \ \_\_\__ _ _ i \\ I ,: I �J - - - - I I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH \ \ / G G G ��, \ I I I . CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 KESTREL COURT PLAN & PROFILE WELD COUNTY, COLORADO �� / I - -• - FLOWLINE SECTION -PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE NOTED EASEMENT _ _\ ` -eFC%y. O \ ' - \_ - - - - - \ N ^^ I \\\ N \ •0x00 \\ 2,`� / • \ - u \ \\ \ C • \\GAS .\\\\ \ O \ \ \ 269 \ \\\ . . \ \ ,...____ KESTREL PLACE - PLAN VIEW G� G I CROSSING 268 \ 1 \\ I 266 \ I I I x II I i t t t ill PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4855 4855 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=5+11.75 PVI ELEV=4837.28 A.D.=-1.73 4850 0 K=69.47 4850 120.00' VC 811 UNCC CALL BEFORE YOU DIG 811 �/ APPROXIMATE LOCATION OF H IDH EX GAS - DEPTH IS NOT KNOWN r o �co "- Lri co ./I STA = 6+23.2 PVI ELEV = 4839 4845 co L co 4845 PVI STA=2+90.13 < < > PVI ELEV=4829.02 c o u) CL A.D.=3.17 K=44.20 � 1-800-922-1987 O R 4840IH 140.00' VC 4840 co coco co 2.00010 " � o M 0 4835 ti c Q v Q IL 4835 UTILITY CENTER NOTIFICATION OF COLORADO 0_ w 3o,o • Q I- I J 4830 co W 4830 d 0.56% i EXISTING GRADE ALONG 4_ i 4825 PROPOSED GRADE ALONG 4_ 4825 CD � PROJ PL 0 APPROXIMATE LOCATION OF ENG : TAJ EX GAS - DEPTH IS NOT KNOWN _ No. CHKC 4820 4820 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 - KESTREL PLACE PROFILE VIEW �- DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD44 55 141 STATION EQUATION Q i I D N o LLp il 110 QJ ct IX 0 N: 1334329.36 E: 3231391.28 STA: 7+51.67 (BEEBE DRAW FARMS PARKWAY) STA: 0+50 (EGRET ROAD) -o gQ W I W O3 • KEYMAP DESCRIPTION - R=1091.35' NO DITCH ON NORTH �• L=1204.90 6+00 7+00 8+00 • ' .3)SIDE OF ROAD p=63°15'25" I I . ,••5+00 9+p0 i+oo \ EXISTING l . gyp+ �0 TRIPLE I ROADWAY NOTES: v CULVERT 3koo / . END ROADWAY CONSTRUCTION / � -11'4 (MEET EXISTING SECTION) 0 STA:1+00.00 3�q,E 2k0 N3'I° 115e I 3 I o � 'r / I I I I I � I I I \ \ >> / • � \ � \ \ 'h \ ' \ '� • . \ �"00 1,v 144.14 � \ ,C/, 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN TECHNICAPROJECT. RECOMMENDATIONS FOR THE,ACCORDANCE ITH ALL 2. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 253 ® NO DITCH ON SOUTH o / SIDE OF ROAD CULVERT E1 I I 0 ` I I \ I 1 I•II I ' . I • I 13+00 ' I I ( n • I m = 4 1 . n ) 254 z z 'C Z \J � � z m 255 �� \ \ co • I LEGEND REV. NO. 41111111 G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH W CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BEEBEE DRAW FARMS PKWYY PLAN & PROFIL WELD COUNTY, COLORADO - • - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED - PROPOSED EASEMENT 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER - EXISTING EASEMENT / OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE BEEBE DRAW FARMS PARKWAY - PLAN VIEW W- EXISTING WATER LINE 4870 4870 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE 0 Lo Lo o PVI STA=4+51.00 X o 2 PVI ELEV=4850.96 4865 ii A.D.=-o.36 4865 ii < > J w K=414.34 150.00' VC ® d m o cm 4860 3, p9/ N 4860 UNCC CALL BEFORE YOU DIG 811 + o + o M 7t L a IL 4855 (1- 4855 -2.53/ 0 PVI STA=10+01.00 a 1-800-922-1987 OR PVI ELEV=4835.06 4850 A.D.=0.59 4850 K=256.01 PROPOSED GRADE ALONG Q 150.00' VC II (1 (I H PVI STA=12+01.00 CN CO PVI EALEDV--04890.45 UTILITY CENTER NOTIFICATION OF COLORADO 4845 CN CO 4845 rn o K=189.87 EX CULVERT '2 •89% Q 150.00' VC o o Lo H 06 EXISTING GRADE ALONG o °° o co 4840 + o PVI STA=2+26.00 o+ o N N 4840 Q v PVI ELEV=4856.65 .. IL 7_ F- > A.D.=0.56 H > K=266.23 150.00' VC u) 4835 4835 PL , TAJ -.31 % �� ICHKL 4830 4830 DATE 1/28/2025 0 120' SHEET NUMBER 4825 4825 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 - BEEBE DRAW FARMS PARKWAY PROFILE VIEW mL0' 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD45 56 141 1 3, �1 OR 1 1 \ 1 1 1 1 1 1 1 1 \ 1I 1 1 1 1 \ Lo \ O CL 1 \ \ \\ '` 'I 111 11 \\ 1 11 I 111\'\\\\\\ 1 '<1 'I 11 I 1 ►� 1 XI 1 1 I I i \ 4 1 1( 1 ' 111 \\\'\'1 I I 1 1 1 111 1 1 I \ \ ' ,11 \ O\ \\ d GAS CROSSING- GAS CROSSING Q �E RCN Oz in �i40 -I Qo 12N W W Q O KEYMAP DESCRIPTION I I GAS CROSSING I I END ROADWAY CONSTRUCTION STA:24+55.60 r. R-1091.35' - ' __L=1204.90' ��•�� _ A _ -9°21'20“--- �0 16+0D- 17+-00 - - -18+0� 19+00 - - - -21+70 22+00— —23+00 - 25+0026+00 — 14+00 p=63°15'25' 15+00 S79°21'20"E+0e �' e ROADWAY NOTES: I m 1713.22'_ _ I ± — 1 o -�•� I 1 0 I 9 1. ALL EXISTING DEPRESSIONS THAT BE FILLED SHALL BE FILLED IN TO ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN EDGE OF PAVEMENT UNLESS OTHERWISE ARE PROPOSED TO 95% COMPACTION IN RADII ARE 20' TO THE NOTED. O GAS CROSSING �r) - _0 ill _-•GAS CROSSING I XI v . _ _ v �_. . _ - v v _ _ v • _ ! f J' _ -----------------� CTn 11 \ 11 • AI \ ill II 1 \ 1 \ \ \ - • , in I • \ I \ II I I �, I I`� 6�1 I\ I \ 1 I I I I 256 257 1 I 258 I I I I I I \ \ \ 1O 1 \ \ DITCH SECTION VARIES - II I \ . \ SEE GRADING PLAN I' I I' 11 BEEBE DRAW FARMS PARKWAY - PLAN VIEW 1 \ 1 1 1 1 I 1 1 1 1 1 1 \ I 1 II 1 I II 1 1 LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BEEBEE DRAW FARMS PKWY PLAN & PROFILE WELD COUNTY, COLORADO - FLOWLINE - MATCHES - SECTION UNLESS PROPOSED EASEMENT TYPICAL OTHERWISE NOTED IIIII PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT OIL & GAS SETBACK * EXISTING WELL EXISTING COMMUNICATIONS LINE FO EXISTING WATER LINE 4840 4840 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=21+01.00 PVI ELEV=4822.34 4835 A.D.=-0.59 PVI STA=23+51.00 4835 K=252.53 PVI ELEV=4819.43 UNCC CALL BEFORE YOU 811 DIG 150.00' VC A.D.=0.66 K=225.90 1.52% off �� 150.00' VC 4830 o 4830 N N o O O o o O cO811 N N + N END ROADWAY CONSTRUCTION + PROPOSED GRADE ALONG Q a Q >co N N �* STA = 24+55.60 N 1-800-922-1987 t/ Q OR _0.93% > cl- ELEV = 4818.91 4825 co eL u) eL 4825 -0.57% FUTURE PROFILE O O o N cow �� -1.16% ; UTILITY CENTER _ NOTIFICATION OF COLORADO 4820 M.71-PVI STA=14+01.00 00 EXISTING GRADE ALONG 4820 ,_� a PVI ELEV=4827.42 - i- > A.D.=0.58 i- > N a K=257.88 Nui �� -- -- VC CV ,_ - 4815 '150.00' PVI STA=17+01.00 4815 0 o v PVI ELEV=4824.62 Q o O O i-> A.D.=0.36 i-> K=412.84 150.00' VC APPROXIMATE LOCATION OF 4810 EX GAS - DEPTH IS NOT KNOWN 4810 PL o C.9 O TAJ 4805 4805 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 - BEEBE DRAW FARMS PARKWAY PROFILE VIEW 1/28/2025 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD46 57 OF 141 . . • • • • • \ • ... .. . .. . \ . . . . , 1- `\ `\ \ `♦ •� , `,, •`, `, •\\ , . . . . . \ , ‘, . . . , • • • • \ \ \ , 1• • \• • \ A X `, \ `\ \ \ . ` a1 \•\\ `, •�� • •`\ \ •`\ `\, .... . . . . . . . \ , . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • \• • ��• ♦• • • • ` \ `` \ \\ .\ \ \, `, •\\ \ •\� \, •\\ • • • • • • • • • • C5-3 I ,.. . ..... . . ., ..... .. . . , , , .. • • • • • • • • • • • • • • • • • N. • • • • • • .. • • • / 4905 �`� `\ �_ E 0 I ,/ / ♦ `♦ ♦ `\, \ [ �1 ,, ♦ \ ce< inol • • . ...„ . Ce � - 4915 ■ . � \ � \ \ , \ / \ \ \ ` \ . \ \ / �\ •� `\ `\ �\ / ` '\ \ \\ .` \` , / / / 1 1 �\ ` \\ `� \ \ \ _ �� ` 11,■■ ,, �/- 4915 _ ` N `. ' - .� \ .� , - �,' _ _ - - - - - _ 4915 • . 7.00 °I°• \ \ . / • \ Apo \ \ \ \./.. 1 0, `\ •, + • `. \\ / `\ `, `. / - ` �� ._ \ �t 0.5% . \ \ \ \ \ `\ \` \ `, \ . 4897.55 \ `\ \♦♦ . \ .\ \ \ ♦\ `, ` \ `, �`\ \. \ \ `\ ♦` �` \ ♦` . \ \ .� �` ♦�` \ \ .. \•\ ♦♦ . \ �` \ ` \' \ ` . \ 4899.76_____-----7.."915.38 ��°� 4900.83 r, G,\ .` \\a•/° O° •�\ • �`\ • �`•I ♦ • ♦` ` 4902.30 ` �` I •\ 1 ', �� ` \ `, ` o \� \ '\ \ \\ \\ \ `\\ . . \ `\ \\A \\ \ I `, \ . I ; \ / `, ; ,/ `\ \\ 4899.56 ` \ 1 4899.77 • \\ `, \\ \ ``\4913.35 \ \ \\ `\ \` `\ i ' . 1 I.---->-- ' - • / / \\ �, \ ` \ ' '�°° - ■ ._ ■ — — \ .' 4915.60 '� p° - - `, `. .� `� _ 4913.13- _ '� _ _ f _ _/------. '�� `. / / °\o - ° 4917.57 HP 36+00 - 1 i- � a 1.-)6 1:76Q2.0% �d`0 o a�� 35+00 c„;:..., N 1.3% N o � /°�°• `. ` / / \ �1• , ' ` . 4917.22 ` \ \ 4914.97 / I I / `. HP�. ` HP' �9 .� . �``. . ',, �� \` / `` / I\\ ♦`\ I `� . `� 1 ' I ', \ \` \ ` \ \\ \` \ \ \4916.48 ' 1 coo c'r \\` e`'r' \ / P ..)),:.\20 \ ' . \ \ \ 4914.93 ° cfl N �' o o rn 2 - 4911.39 4913.64 2� 9 15 \ ^\° o ,..\ cv \ . ,N \ ` N / ',��/ ° ,�\ \\ 1 `• f. ` . ;. •• `\ ` / /`\ ,\ \ • ♦ �` I I . \ \ • \ 4�� ` _,� ' �\ 4907.01 �` \` • \ `. `\ S.• • . \ . . . \` `\ \ >• `\ \ `\ `\• \ �`` '\ \ \ \ \ �` \ �` \ . \ \ .\ . ., , • DATE , ■ KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION DEPRESSIONS SHALL BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII PROPOSED COMPACTION ARE 20 TO IN TO THE p°\° \ ` ..--. �`� - - - �/ '-�`- 4915.38-' - �_ � `` . '.. ' .. \ \ \♦♦ \` 4916.00, ♦♦ ♦`x,4913.95 1 `- ♦` 4916.20 N ., \ `.`-_ .`� \ `� `.. o `. S. ••• `�• \ SNOW ' ! �`�- ` - OWL _ -� -� - '2.0%-•2.0%� o WAY _ - - - o o - CUL-DE-SAC -• 4913.95 ` 4916.20 ' /`\ `\ .` .` \ \ . \ \ 4916.00 .\ `` \ \ �`\ ♦.� �` `` \ S. •` �` `\ `, `. `\ \ `\ `\ \. .� \ .\ .\ `\ �` . \ \ \ ` , �\ \ ` ` \ `\ . \ S.• • ` I • ` \` \ ` • .� ♦` o \ 4902.02 , ' 1 _ 7p _ _ 5 �p ` •.\ . ♦`♦♦ �`\ ``� / f= �� - `-- - _ 915 .- 4913.35. \ 4 �``�` ` ``\ \ �9�S `\ \ ��` `\` .`♦ \,\ 4901.71 �` ♦.� `. `. ♦. \ \ 4899.46 . 2el° `LP ° `\ �. \ ♦. N .. --. \ `, `\ `. \ ` 4899.77 `\\ / v3 \ ..•.. `. `\ . kp \ `\ `♦` `� . \ `\ 4902.02 • `\ ` ` \ \ c� \ \ ♦♦ `♦ --_ \ \ \ \ \ \♦ `\ .N \ •\ `\ • ` N \ ` ` • FALCON WAY - CUL-DE-SAC . \ , \\ \ ► ' 1 •I ; ' 1 I I \4 / / --/-' \ -- �� `- `• `• LEGEND REV. NO. -'� - 4915.60 / '-<., `,, '`., `, ,-' .-'_ -' --- - _ '`\ `,` `..`.� aaaaaaaa / / 4920 `., ..•, '`.� �I''- ,____, /' 4-9 0 _--' ___ `. �,--'' '`.� \ / ,' - --_______9 / ,I ,''� `.� �- �' WARBLER WAY - CUL-DE-SAC '`_ S. ``• `.� \ • EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC DETAILS WELD COUNTY, COLORADO — • — FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I I II I PROPOSED CULVERT/STORM SEWER - - EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE \ \ \ ♦♦ ♦ ♦♦ ♦ ♦ ♦ \ \ ♦ ♦ ♦ `. •. ♦ \ . ` • .♦ S. •S. •S. •S. ♦ • .. o I / // 4896.80 /' ; , / / / `� \ \� \ ', I 1 \ \ 1 / 1 1 1 / / 1 0� // , / / ' / �' / I ,' /r /_ / ' i ; \ \ \ ,• , . • 1 I i� • , 1 S. , • ' 1 I ; i i 1 ; I I °, ' ' 1` \\ \` `\ \ . \\ \ . \ . • . , \ \ ' o \ 1 •\ \ a . \ . a '� ` \� S. .\ 4921.28 HP i ` ' \ ' '. ; ' . . '• ' ' 4923.53 HP \` \ �` \ \ \` ' \` \ \ . -, \ . 1 . •\ •, I . \ \% , �, , `\ \ \ \ \ \ . \ • . , \ \ ` \� S. `\ \ \ \\ \\ \ \ ` ��\ • �.` �\ \ \` \ \\ \ ` \\ \ �\ \ `\ \ • ` ` ` \ \ \ \ `` ♦\ •S7 - I , — _ — _ , `♦ ♦ / .• / _ 4910 EXISTING WATER LINE • • `♦ \ `♦ `\ •`\ •`. \ i / / W EXISTING OVERHEAD ELECTRIC LINES S. `, N `. ♦. `\ `♦ ``♦ .` N ♦ S. ♦ 9 ♦ S.S. ♦ `\ N . 4900 ' / / /' , \ ..� � I --- __ / S. ---- / --'�� o OH— EXISTING UNDERGROUND ELECTRIC LINE N ,. • • • • • • 4903.83. _ S.S.S. �` �` \ �` �\ `� �`♦ . �`\ \♦ \ �\ `. ./ y. \ ``\ ♦ z N `N.. �`♦ \`♦ • \ S. `.• `•` . `♦�/ \ !°I° ` '---- I - '. 4905 '� • `�\ ,' / I O O / / / `.` co .. -• 4915 - E EXISTING FENCE ' '• ,- 4918.46 HP __ _ _-_''� ' _--'" - �, - - / - - X -I -- - / / / I ' --- 1 1 `' N. �\ �'. \'. `�\ \ 4920 \ \ ♦ �\ ♦♦ /`. �'�•4805 ♦ \ / �- 4920.71 HP / a°I° ,./...\,•0.---' i /; ..•.--- v 7 \ ,-,_-- /o , \ ,,`` ,�.``` .� \,'� `.• • • • • N • • `.• \ • \ • ,,` \ `�/` • ,X` • • • `♦ • . l • .. 0 • \ 7 CO 0 � . • �`\ `\ `` \ \ `. �. `. \ \• • • • • 4906.08 .6.. \ • `\ `. `\ �\ `, • • • '• N• • • N • \• • • •°\°• _ I_ \/ •. �/ / ,,, _ I` off, \ \ \ \`\ `. 4930 ' /' ! ; - — — 4925 J / \ _ -------- / \\ ��h _ 4921.91 �- �' '•oo o /-� ' N. ,, �' 4923.89 H P ,' o°\I-Do° �,----- I 4921.97 - � ' 1 \•\ `, ,`\•�� \ �°\° ,�. ,� I 4921.90 ` \ ` \ ` 1 \` `,f/ / \ '. \ , ` ` . `\ \` 1 X. • ' ` ` �. \\• • \\ ' '•YOU \ • • • • • \ / \• •'. • ��\ \ ` ' `\I \\ \ \ S. `\ \` � -_- /. / .� / \°\ \ ,- \ I' ---- - -- --., -' ' / / • \ 4919.09 4916.84 `, \ 4916.64 ` 4918.89` \ - o° ,1 \ `. I �L I 4921.06 `` `` ` \` • (1/ ( I \ . 4919.17 • ` �. HP ` I 2.0% \ 2.0% o M o `'.TI 2.0% / \/• 2.0% ; o ( / / , 4919,09 I' I I LC) ° / ` i r 4918.89 / 4916.64 / /- ./- 4916.84 // / / / r // , - ' ,h �, ° / _ ��. -' \ / / 811 CALL UNCC BEFORE 811 DIG ci 1-800-922-1987 r OR • o ` ♦ `° \ ' `` ., �, �` `. \ : `,\ ., \ \, . ` `\ \\ 4908.37 `. ` ` A 4906.12 ♦♦ `. `\ \ ♦♦ `\ `` 4906.32 `. `\ `, \ ` \ \ 1 . \ 4908.57 `♦ ♦♦ \\ ` \ ` \ \ \ I . `•. \ \ \ \\ \` , �♦ \\` �\` \`\ ` `. �'/ ` 1 \ `�I \ . \.\ I . \ \ `\ \\ 4908.85 ` . ' I \ ` 2.0% o+ rn M 2.0% \ \ 4908.37 2.0% \ \ �� 2.0% \ ( . \\ \ \ \ \ ` / \ , \ ' ,q r I ! \ '\ . . ` �` , ` ` ; / \ \ ' ` \ 4906.12 `\ \, I `\ 1 4906.32 `\ '. ` i \ • ` . 4908.57 \ \\ \\ . I \ \ \ \ ` . \ ` \ . \I \ .\ `, \ . `� '.\ o ' �`\ UTILITY CENTER NOTIFICATION OF COLORADO 4919.66 - 4919.44 - _ 2 0% 2.0% ( ` I '\ i 4919.65 \ 1 I . , - `'- - I 4921.69 I I. • \ �♦ -` I `` \ ` I �`_ \� II NIGHTHAWK �- ; \, AI', WAY _� ° N + 8 N - CUL-DE-SAC ` 1 4919.44 \ . ` . 4 21. \ , 4 I 1 `\� o , �I i1 i i i 1 1 . \, ; i i PRO PL ENG : TAJ '_ CHKC \\ '\ �. `� 1� 11 I� `,\ \t MEADOWLARK \ '`. 0 II \ V- °q WAY \ I \ I CUL-DE-SAC I e I ; \ I \ `\ \ \` \\ • \ I`\� ``�\ `\\ \\ `�` ` DATE: 1/28/2025 0 30' 60' SHEET NUMBER NUTHATCH WAY - CUL-DE-SAC I\C 1" = 30' (HORIZONTAL) C D 1 58 141 .- , _. ........., I , __ - _---'' , \ 1 , . i , , . , , % \ 1 il 1 , • , 1 , I 1 i \ ,� ° I \\ 4887.07 \ \\\\\\\A� I ' 4884.82 l0 '2%...-°010 4884.60 —_ — i � cr \� ` o \ p �► \ - \ / / I ;11\ ° o c,, •, . I 7 ctE ,,„,v) I I O - i I \\ N • i 4866.59-•I /- 4866.59 __--'" _ '. .• <..------.......„---- Vi O 496° , _ - _ - — / i • i , 4866.38 I I \ i / t / \ �/ / ' • \ • \ \ \ \ \ \ \ \ i•\'') 4864.13 i• I `` 4864.35 �` I % , '• �° Q 06S `\� I I i ,\, O lt. 2.0% ' 0. O o O 4864.49 2.0% 4866.87 o- I �° N o 4864.49 I 4864.34 4864.13 �._ ,4952.69 °° •�` \ 4866.38 Q° • \\ \ / / / / / ,— / �,,• — r♦ '• IX — ' .� . ---5 4960�� 9 _ —_ ---- et — - '' -- / \ 4887.07 \ \ , ---—� — 4883.22 / / 4882.85 - -"-• ---- / o o ----- \2�1 i i\ polo �� 7 0° 2 / \ �� ` , ',�\/ I ` // 4886.85 ! \` 4886.85 N �° ,'o ` � \\ - \ \ \ ° \ \\ \ \ ,' / . / \ .-' ,. - �•0 0 \ • / \ �. 55 �� ' . 49 ��' J / _ - - - // , -' ' .'�4950.44'' - �''' . 4950.23 49 DATE t• °\° •_--- 4952.69 4952.48---------- I I & Q "- _- -`•\ - 2.0% +00 i ' �� 2+�0 KEYMAP DESCRIPTION --- -- ----- --- -- _ - r- I \ \ \ 1 -•- Q° 0 > > w rn o\° a o ie r\ o �' \ p`b� "- \`^, / \ J •- �` I / 'iii / / // ____ j / / _ - ■�� ■ - 2.0% "- 0 0 6.s°io 4952.06 HP _ 4952.76 010 - /0 '`ti' N ROADWAY NOTES. 4954.66 HP--''-' - --''- 1 , �.• \ 4952.48 4954.31 HP' ' 230'' 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE _ - — 496 \ - ----- _- __ 49 ____ -'-- \ � 4950.23 __ \r _-''-��- - - - - - - \ '- 0°� 4950.44 ' \ ,' // \• \ ,/' / '-- ` 4884.86 / \ \ \ • 4862.20 \ ` \ , \ ', `•• \•\ \ `• 11 \\ �` , `N CHICKADEE WAY \ O \ CD \ • \\ \ - CUL-DE-SAC / / / ', \ `\� // / \ \ \ / \ \ \ Dolo -- __ �• f _ \ _ \ 4881.07 - / / -----_� -_ ---� /7//I '--- -____ _ _ - / __ - / - --- _------ \ / / '� _-' \� / /• / / ``'�'. ,_ KING FISHER WAY - CUL-DE-SAC __--------- / __ - --------- --- \ _ • �� .- ' - 4955 ----- �� -_-- __ �� _ _- '-- _- ----------- - ______- _ -_ _--- __ ____ ____ -'" ____- -_ -----_ ------ ----------"- - i ` --______ -' 0 i _ -- 495 __ 495� _ _ _ _ - _ _ _ MEADOWLARK PLACE ROAD - CUL-DE-SAC LEGEND REV. NO. aaaaaaaa EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC DETAILS WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED M M M i ll PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE \ \ %1 \ `1 \•` \ `A \` • ' ` I o ' ' , ` I I , 1` ; ' 1 ' ` i • 1 ( •' , i 1 \ \ \ ° A, . \ `` •` \ \ \ N� \ `• \/ `\ \ �\\ �\` ``1 `\ •\` / • ` `•` \ ` \ • 1 \ \ • \ \ •\ \ O • ` \ \\ `\ N\\ \°y0' ` /• ` ` Nx ` \• 4923.10 • • •\ 1 •\ \ •\ \ 4920.85 • `� \\ • \ \`` \`` • `�` • v •v -. O° \ \ ` ` 4921.06 ° / / / / / / / / �/ i . I \ A __ \ _ -•O� \ \ //'4906.98 / '� / / / I �0\0 �- ��° / / / / /• ,' +� / / I / I 4909.02 ' 2.o 2.p J .4906.77 / �� v%' /. 4909.30 4909.23 4909.23 ° W ,\O o°� N o\° Nq 0 4911.20 HP ' �° �, 2� N �o O • /it I I • I ( I i0c\ O I� , /' 4909.02 4906.77 4906.98 '-� I I I / I . / I / ,'OH- A / / A \ / / �• / i / , i \ / I ' ; / �; % ; I / EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 1 ` , , • \\ \\ \` N `� ` \ , , I / rk I \'\ • •`\ \\� •`\ \ / A• •�\ p% �' / px l°I° ' i / , // CALL UNCC BEFORE YOU DIG / v` �� / 4931.65 4933.90 N• \ c) CD \ \• ii \ / HP HP / I/ o 0 1 i �' °/ O, 4934.25 H P I / /2.3% / X 7xp0 / 4932.27 2 p4 / U'° 4932.35 ; / 4932.07 �, 4932.27 �' I ' 1 °9 0\ r/` �� , ' i I 1 1` \ ' (1/• \-.") \ \ a' ° /o\ i \ I \ \ \ \ I ' 4930.02 `. 4929.82 �'9 4932.07 3S 0 o\° v •v 1 �� o O �� ` ••\ \` / \ 4923.31 �2�0 pOn' / / •✓ 4923.38 �% \• • \\ \` `�` / 1• \ . N` 4923.10 / • I `. ` ` ` /•• \ `\ `� \ \ \' \`\ \• / \ °° \\ ° • • \ \ ro\i� o\° 4923.31 \2.6% 4920.85 • N. V W 4921.06, Q 1-800-922-1987 V11 \ \ \` • • 1 I • v \ ,v \ \\ '`\ \ \`, • \ •\\ \ • ••, •1 \ `\ v \ `�\` \ •\ v \ 4924.93 \ \ \\\\\ 4922.68 \ ` � •`\ `\ ` • o HP X. HP \` ` \\ \ `• � ° 2.5i•�o\° `L N •\ ° p 23 I° `\ \\• 4925.29 HP • •`. `\ p\ \• ' N. ` • ' v / •_ / / .,, / \ \ �9�0 \, `• , 1 it •it 11 UTILITY CENTER NOTIFICATION OF COLORADO _ A �.. / .' / 4910.85 HP / /' ,' / / `� \ ` \ \ / ,' •, `� `� o `\ `� \ / `� `. 4908.60 HP ' - /' '' ,'� • ''' / oo --- �,. '- / ,/ / - BUNTING WAY CUL-DE-SAC \ -` /• 4930.02 � `\ `\ `\ l`` `1 `` '� • •1, \ ,\ •/ •`\ •`\ - ` \ _ -1 4929.82 \ / PRO J PL 11 \ ( \ \ \ \ • I 1 \`1 \ \ SORA WAY - \ \ ��: `\ 1 \ •• ` \ , \ ` �` `.` CUL-DE-SAC •\ // • `�`�` ---- "�. i /1 / // l �/ it , �� - PELICAN LAKE PLACE CUL-DE-SAC DATE 1/28/2025 0 30' 60' SHEET NUMBER 1" = 30' (HORIZONTAL) C D 2 59 141 • • • 4927.1 �I I 4926.89 ♦• • \ \• \ 0+00 I♦ ♦ 4926.62 r I 4926.34 ♦ I! 4925.67 \I I iI' 4925.95 Al • • • ♦ 2.0% 2.0% • \ • • • • • • 2.0% 0 N 4925.69 • • • • 4926.89 I♦ ♦` \, 100' I ♦ ♦ \ 4926.34 I ` ` X15"FES I\ --L _--� INV: 4923.50 ♦♦ . \ ♦ 4926.29 ♦♦ I. _ ♦ \ +_ \ ♦ • •` • \ • \ \ '`♦ • `, '\ ♦, \ ``, \ •\ ♦ ♦ ` 5 • \ ♦ \ ♦ ♦ ♦• ♦ \ ♦ • ♦ \ I‘• \ ♦ `\ \ '' ♦\ ♦` \\\ \ \ `'S `\ `•� \\ \ ♦ , • •♦ 5 ♦ ♦ • ♦ \ \ \ ♦ ` V ♦ ♦ ` \ ♦ ♦ \ `♦ \ \ ` \ ♦ \ \ \ ` \ ♦ \ \ ♦ ♦ `\ \ `\ \ `• \ ♦ X \ \ \ \ ♦ •` • \ ` ` \ 2.0% 2.0% ♦ • + - - \ 4928.02 . _r . 4927.08 • `\ 5'▪ l 1+00 •' !� . `\ 2.3% \ 4925.09 \ 4925.36- t-.4924.70 • • 2.0% O O 2.0% � 2.0% ♦ 2.0% 2.0% \\ • ♦ O O + N • 4926.09 • \• 4925.85 CULVERT 11 \'. 15" FES INV: 4922.92 4925.08 I\ 4924.70 \ • 4924.98 ♦ \ • • • • • \ .\ ♦ • • ♦ • • • • • ♦ ♦ ♦ \ • \ \ • \ \ I • • • ♦ \ \ \ • • • ♦ \ • • • \ ♦ • ♦ ♦ ♦ • \ \ \ \ \ \ • \ \ ♦ ♦ • ♦ • ♦ ♦ 2 \ 'BEGIN TRANSITION TO REMOVE CROWN STA:1+63.00 '♦- \ \ \ \ \ • • • • • • \ \ I I • • • \ \ • • • \ \ • • • \ • • ♦\ ♦ \ `` � 'S • ♦ ♦ \ ♦'. N. \ ♦ •\ \ \ \ \ ` ♦ \ ♦ • FAIRBANKS DRIVE & MORNING DOVE LANE INTERSECTION ♦ \ \ • • • • ♦ \ • • • • • • • \ • • • • • • ♦ ♦ • • • • • \ \ 1/4 ♦ • ♦ • • • • • • • • • • • ♦ 4938.24 / / II I I14936 44 4936.16 I I 0 O 4936 97 4936.87- 4937.51 4937.58 - \ i J 4938.01 ♦ • • N 4938.52 4938.24 N 0.5% N 4938.39 4938.11 O 0 CV 0.6% .9% / • BEGIN TRANSITION TO REMOVE CROWN STA:1 +63.00 l 4936.16 4936.71 r • • L • ♦♦ • ♦ • • • • • • • \ • \ • • • • • ♦ • • • • • • • • ♦♦ ♦♦ 4937.14 - 4936.55 4938.01 - 4937.42 4937.73 - 4937.14 SNOW OWL WAY & MORNING DOVE LANE INTERSECTION • • • • • ♦ \ \ • • • • • • • • • ♦ • • \ • • • • • • 4913.46 4913.18 4914.66 4914.40 --------------------- ---------------------- 4915.45 4915.73 • • • • 4915.89 4916.17 4915.45 4915.89 • • 4916.52 4917.08 • I • • • • 2.0%' 2.0% 49 7.34 1.7% 0.7% 4914.56 4917.2 BEGIN TRANSITION TO REMOVE CROWN ji 4913.18 / / / / / / / / / / / / / / / / / / CULVERT 4 // 4916.84 e 4916 84 4917.04 15" FES I INV: 4914.54 4916.82 _ 4916.75 4917.65 Il II BEGIN TRANSITION TO REMOVE CROWN • • • FALCON DRIVE & MORNING DOVE LANE INTERSECTION 4917.32 4917.04 • KEYMAP ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. • • • • • • • • • • 4905.61 • 4905.35 • • • • • • • • • • • • • • • • • • • • • 4905.74 4905.48 • • • • • • • • • • • • • • • • • • • • • • • • 4905.35 • 4905.6.4 • • • • • 4905.12 4905.48 • • • • 4904.20 4905.90 • • 4905.24 . 4905.22 4905.81 BEGIN TRANSITION / TO REMOVE CROWN / ‘,(f/‘ A • • • 4906.19 • • \ TO REMOVE CROWN STA:44+76.78 N • • • • • • • • • • • • • • • • • \\\\ 4910.23 • • • • • • • • • • • • • • • • 4910.23 4910.50 4910.70 4910.65 4912.64 v 4912.36 • • 4910.90 4912.05 co / 4911.77 • • • • • • • r,. • • • • • 4910.41 \ 4910.59 • • • 4910.20 4909.63 4909.91 4910 48 4909.63/ 4911.26 4910.20 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I I -1- 4932.32 • 18" FES INV: 4928.50 CULVERT 25.1 BEGIN TRANSITION TO REMOVE CROWN I 4931.61 4932.617 Ig ▪ I 4931.65 4932.32 4931.51 4930.91 4930.85 8+00 4930.71 t INV: 4927.93 I I • • 493 .'413 Ill 4930.79 4930.14 4929.98 • • • • • 1/4 1/4 o N 4931.41 • • 2.0% 2.0% 2.0% 4929.88 4930.26 • 4931.07 4930.71 4930.09 2.0% i‘V\ \ \\ 4930.79 • • • • • • • • • • • • • • • I • • • I Xi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 18,,LF‘; ‘—‘ \TRNN4s9—I3T2I•—(5.3N4 --‘%7 • 2.1% 4930.85 \ 4930.64 • STA:9+47.30 • • \ 4931.63 4932.62 4931.67 • • • • • • • • • • • • • • • LEGEND EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT OIL & GAS SETBACK EXISTING WELL FO EXISTING COMMUNICATIONS LINE VV EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES O cim O <4414141414<1 EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE mi UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 30' 60' O ,_ ,u2g O o <c\ip • z z - Roo. SCLEZ WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER BURGHLEY COURT & MORNING DOVE LANE INTERSECTION MORNING DOVE LANE & LEDYARD ROAD SOUTH INTERSECTION FAIRBANKS DRIVE & PELICAN LAKE LANE INTERSECTION mml 1" = 30' (HORIZONTAL) IT1 60 141 \ \ \ \ •.. ' \ - \ -- xQO - _ - \ _ \ \ , / \ 4904.12 �/ • X °\° \ O ,' \ 4904.40 � l� ,� \° _ \ ry� 4903.93 / , � \ / 4904.12 0 X \ 4903.93 \ / O6/ / / 4903.50 / / / / l / 07o / / / / / / / / °\° / 4903.07 O� / � o♦ 9 / 00 / / 4903.21 �0 4902.64 O' 2O0 4902.93 •/ / BEGIN TRANSITION 4902.92 r? TO REMOVE CROWN / 0 STA:27+03.48 27+00 4902.54 / / // •// / FALCON DRIVE — _ ., - „__ .. ..„ — \ ��O BEGIN \ TO REMOVE _ _ \ \ / \ ' \ / %```. \/ 4904.77 / 18" FES INV: 4901.64 �\ �i 4904.11• °\° \ ♦�// Q \ 20'0 o 0 4904.10 �\ 4904.21 \ �\ \ o\° ° \ ♦ 4903.96 s2\ `p\o \ \ � �x ,•.°V) 00 o o\o O� 4903.72 4903.50 /° / '`\ �° `L' ° • �''� 4903.32 4903.35 /\ \ / \ / \ \ / \ \ \ & PELICAN LAKE . , , ......,\., , - �`�. / / \ TRANSITION �/ 4905.42 CROWN 20 STA.29+29.48 4905.70 •00 � , � \ 4905.42 x o\o \ ` • q,. \ � \ \ ,� 4904.90 \ � `• \% ` o / \ / °o •• X4904.69 `\ / / / \ 7 / 1 ° \ / I i. 4903.95 �` ♦ -� CULVERT 28 \ 1\ \ 18" FES \ ` INV: 4901.23 j°�\o 4903.44 i \ ; " I \ I ti • 1 \ I • o \ \ i �° ' ° I 4903.25 \ ' o\° ,r9 � \ ' 4903.53•' \ 0\ 4903.15 I \ 4903.15 ; ' ` \ • `• I 1 I \\ I , I ; \ I i t / \ i I LANE , / ,I, e iv 1\ \ r i i t I I / \ r� / I r 4921.11 I 4921.39 • \ \ I I I I \ � \ 1 \ 1 1 i `, \` . ` 4921.11 \\ ` \ I • __ /.ce . , 1 I .\ / I I a i i 1 i ' ` I r ' r i \1 � ,/ r / , ' , / i ,--�` ; , ` • , • 4917.00 i I 4917.28 v\ N i \ \I\\v 4917.00 \ • • \ 1 `\ ` j. `\ • , • , , • • \\ \ .\ `\ \1 \ \ \ v, 0 Z _ 411111 //' i / / / �`/ \ , I• \ `� \ 4916.85IN\ . I \ `I 4916.86 . o 0.0 /0 ` �\ . o 2.5 /o — \1 � � 4916.52 � \ \ Y NN \ `\ I \ •`\` `\\ \` \ BEGIN TRANSITION \ ‘` `\ \ TO REMOVE CROWN \\ .\ \ \ STA:1 +63.00 ` `\ •�\ \\\ \ \ \ \ \ 1 \ \ `\ `\ \ \`1 \ \\ •, \ \\ •'•'1.,et ... �� ... •' tel O •� lt' ♦•'. / / ► . ♦• •� • • � I I (� I - ■ ■ , r i o / / — — -� / \ / \ \ 18" FES N \ 4916.69 • ` 1+0� o �I 2.1% ` ` •` 4916.44— •416.05 \ 2.9% `\ `. 1 I ` \ ` \\ \ \ \ I \ \ v\ \ \ I \ ` `•`•` 1 \\ `\ `\ `\ \' • . \ •\ \ \ I CULVERT 29.1 ` \ \ \ \ �\ _` ` L — ` 18" FES ` INV: 4912.97 `\ �� ` —� ILLIC4tit� ; ' ' \ \ \ \� / / , , I ' 100' J 1 a \ I I I ,'/ ,' ' , a •� f 4921.21 ■ o , / ' , r 4920.93 I I/ , 1' 4918.10 �� 4920.93 t , / DATE BEGIN TRANSITION 2.0% 2.0% i1 / I '/ 1 TO REMOVE CROWN ' ' I i / , �� STA:36+90.51 — . i e I i I E! INV: 4914.00 \ `\ \ - --Jr- �� _ 1` — , 4919.10 4920.11 / o o \ I \ `` ` ` 1 `` ` ` ``` 1 _ �_ - - - , \ \ ' �_ \ -- - - - - \ '� '�— 4914.40 \ I \� o `, N 37+00 0 ci o 2.1/ 0 00 2.0 0 /o 0 �.0 / 0 2.0 /0 3 ` ` ` ` ` \ `\ ` 4917.82 4917.20 \ 4915.18 \ ` KEYMAP DESCRIPTION \ /'' ,,' a e N a o 5% c" 3.0% \ \ o N ■ 3.1 \ % \ {tg, 1` N 3.1 % �, `\\\\ ` 0\ �� ,\ N `\ \ `\ o \` N \ , 2.7°�° 4918.38 0 4920.20 I 4919.40 N �_ '. 0 38+00 \ ° N. 4920.96 V 4920.68 I ` \ \``. \ \\ `. `\\ \` \` \ ` ` . \\ \•\ �`, )/ ` ` 4918.10 _�-- N _ - - - - 4917.72 4917.10 -`' o nj - 4917.48 / -- 0 -. N 4916.50 t `. I `. \ \ 49 5146 o \ \ N ` �` ` `\ 4914.68 \ \ o \ \ N `\ \`\ \ 1 ` \ ROADWAY NOTES: - 4918.00 \ I \ `• ` �• 1. ALL EXISTING BBE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF SHALL PAVEMENT DEPRESSIONS BE WITH FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE �� 4919.91 `\ `• `, \ I •`• -'-' _ _, T 2.0% I •\ •`, _ -_-- _• ` - 4916.12 ` 4915.08 4914.30 ` -• 2.4% - ` ` 4918.95 - —� T ` ' /lii 4920.25 4920.72 \-- 4920.44 s` \ `\ \ \ __ ------- - — — � \ \ \ \ �- � \ • \ \ ` ` ` ` ` ` ` \ - -\- ��- •` • \ \ — — rt — ' c:' • \ ` \ `, `\ �` ■ \ �`\ `\ \ \� ` . ` �. \ `\ \ �\ 2.0% 2.0% - I . \ \ `� \ `� _____ -==--=—__ ---- ____- -- _ - - - '`.� ••� ___ _ NUTHATCH _ `\ `a • \ \ \ I -� I ---0 WAY i 1 • •\ `•� \ \ \ \` • • & FALCON \ 11 `\ - ` \ \\ v , `\ `I \ \ ` `\ ` \ `\ \` ` \\ \ `\ \` \` 1 \ \ `\ • \` \ 11 \ `\ \ \ `\ \\ \ .` \•` `, \\ ,\ \ •, �.` �.` \` \ \\ \`• 1 v . v \ \ \ `\ \ \\\ �•` \ `\ •`\ •1 •\ \ ` 11 • • ; `\ • `, DRIVE \ •• `•` \ .` .` \\ \ \` \ .` .` ,` / `• ` ` \ / `\ \ \\` `\ `\ / `\ \\ \ `\ \\ ; `\ \ `t `\ /i \\ \ \\ 1 \ v v 1 I \\ t �� I 1 �,' / NIGHTHAWK 11 \` , i 1 \\ `\` \` 1 v I ; i 1 1 `I 4920.15 I• I DRIVE 4920.53) \ & , 11 FALCON 4920.25 I I I ,� DRIVE v••% `•` \ �`. `\ \` \ • \ \ `\ \ `• \ �.\ \ •` \ • \ `� �•� •`\ • • `\, LEGEND REV. NO. aaaaaaaa EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 INTERSECTION DETAILS WELD COUNTY, COLORADO - - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIIIII PROPOSED CULVERT/STORM SEWER - - ( * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE INTERSECTION INTERSECTION INTERSECTION I ' I ' I \ ' \I �I \\i I I 1 I 1 I 1 I r r / i Ir / ' ' I/ i ," 1 \I \\i I l a 1 I I� I I \ ' i \ 1 i 1 I \ . I 4910.72 1 ; 4910.44 I �\ I I\ YYY , _ _ '/ / /• \ '' \ �'' -- / / ,''�� / '/ \ ,--' / \ �,,' __ _-`-,., , �' 4906.20 r \ 00, i / 1 I ,, 1 / \ BEGIN TRANSITION . / / i TO REMOVE CROWN �, 4910.44 i STA:10+55.3 / / 0°10 olo 24" FES i 4907.25 •0 2 INV: 4905.20 4906.48 4909.56 / \J O' / o v v •-------'---- \`\ \\ ‘`\` ••• \`. `. ```. `••``�� `•, \\`. 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' `� —.� . i —,` — — — — I a 100' �,. `.-- ` — — — — _ _ �- 4904.77 -` ---I--- - 490 7.29 -,---t,' ___,---=--.... ,� �- 490701 ---- - _-- \`\ , \• 4907.15 81 I CALL UNCC BEFORE YOU 81 DIG 1 •,� 36" Z \ ` `� INV: 4886.16 \ FES , ``'`. \ -- -- ---- -_----�- � 1' ► 4906.72_ STA:29+_62.10 - _� .\ -� ,� � � --___- � I � -- - _ � T \ 1 , i 4905.47 ' 4906.94 ' .`. \ �� r '-� o /, - `._ ' _, '• ---- --- I N �' --. _ --------- _ ` 4890.26 •.. . • `. `� o N� ,1.2/0 0 o N 4890.56 ~'1.8/0 o o N 4891.17 26/0 \ -- o _ o N. 4892.01 ° o o N - _3.2/0 4892.80 4893.08 __ 04906.17 4905.69 o c\i 4905.05 �j�� Z:,'' 0 00 1.1 /0 0 o O 0.9/0 0 1.7/0 dl, 4906.56 o o 2.0/0 1.1 /o o / 07.00 �- , 1.1%o / 0�I' -- oI ---' m o 'c1.1% N� 1 �� 800_922_1 OR 987 I 10'' 4905.26 N o I 4906.12 r• , 4905.73N w / - - - _ -- ' / 4906.60 • _ - -. ■ t / 29+00 4906.70 o _ 4907.43 fo ._ _ _o N N , 1 \ / - I I p I '1 �✓ 1 polo y q .4907.49 / - I• 1 2. / 1 `4909.11 �.p°I° _°: ` 2 , I� 4908.59 4907.29 / / I . °I° I , I \ �, 1 , / t �• `. �i ..` 4890.54 `.`� 4890.26 0 o N �.0 o ci 4890.84 4890.56 I ,o N _ 4891.45 0 _ _ N ° 4892.29 0 4892.01 N - - - - --------- -0 4892.80 \ o �' _ -- . ' --- � _ _ ___- i- / c`i'� 4907.15 490624 4904.77 =/ '' •, .' , �` �.� _ _ • i , _T X00 4909.69 9 \ \ 0 p°l° °'0 4908.10 �� 2. �o ` \ .4910.271 4907.04• \ i ., / - Q , _ �! T 4905.41 4905.79 ^ / ,� /' �� - ` � _ - / , - UTILITY CENTER NOTIFICATION OF COLORADO ► ``� ` • 4891.02 o _—, t / —T �� , r // / / 2.0 /0 2.0(1/0/ �,� �/ . 4891.19 `. _ _ ----- I 0 4908.72 �' \ �o 4909.53 \! \2 4907.32 • \ .`ro \ \ ' W — _ ' o o /1 \1 �. .o \ �O 2610 • I 4907.04\ 0 4906.07 0 I \` polo `��` \ 4910.55 4909.19 \ \`\ `•\ 0°I° f\ `` \ � I �\ \ \ \ 2. ` \ \ 4906.35 \ `_, 0 I \ 11 •-".• \ �, `I i \ • 4906.07 \` • BEGIN TRANSITION / 1 I 1 \ t TO REMOVE CROWN / 1 \ 4910.27 STA:8+29.34 1 \ \ I \ \ \ ` ` �` \ `— . CULVERT 31 \ N '' � N 36" FES INV: 4886.00 •. `. .� - _— 4890.73 ---__ .�` `� \4890.39 - _\ �► 489.68 .o o f � �-�-. - I - - '� - �`----_____,-- �.` o ``.__,- _ - _, ___ ``� --- -• 100 ; ; — --c` — — / ,`-'----- / `` ' i •` - '/ / , t I I / / o I 00 N 4905.10 ,�, / / I I ' , 4905.51 / r(\'\I ,,' ,' ,-' �'--- ----_ / ,' / / I i /' / / // I _ ``�` ---- '' //1 1 4904.72 , I .`. .'`� /� I `.� `�_ ,' \ `. I \ •� \ ''---_-__-. `.. _ `---_ �__ - `. `. `. �` _ I .._ '`.� -.�` `�` . .�` 1--_ \ `` ``. ... ``- 1_ NIGHTHAWK I , /1 I I DRIVE 2.0% \ \ - - -'---- & 2.0% '1 \\ \ \' \ \ I I / ---- MEADOWLARK 4904.82 + \ \ ` \ . ` , t / / / / / I I / CULVERT 34 I t 1 24" FES \ \ I 1 \ 1 INV: 4902.77 \ \• \ \ I \ \\ . \ • . •I• `\ `` \\\I\ \` `\ I• ``` \ ` ```` .' \ \` \` \ `• --- • \�` •`` \‘` • •\ .'` /,. •`.. \ . \ I `\`\ `‘`\ •\ \• LANE _ \ \ • - 4890.33 2.0% at o \ 0.2% — r I .r 4890.62 I BEGIN y TO I STA:1+63.00 TRANSITION REMOVE CROWN _q \�`-__ - `' -, `. PL TAJ 1 I I / I i i 1 1 1 \ \ I \ 1 1 \ 1 1 I I 1 \ 1 \ \ • \ ` ' C 1/28/2025 MEADOWLARK 4890.05 ,'\ ' \\ LANE 2.0% 2.0% & KING 4890.05\ II . I Y \ `�.`. 1 FISHER WAY I i NIGHTHAWK \ \ �I `\ /' \ i \ r \ DRIVE & MEADOWLARK LANE 0 30' 60' SHEET NUMBER I mml 1" - 30' (HORIZONTAL) T2 61 141 WEST INTERSECTION INTERSECTION EAST INTERSECTION • ,, ,, , ,, ......- , \ • \ \ 491424\``I/,,. \ \• 4914.62 \ \ \ o\° 4914.11 �`` \ 4914.33 ` ,\� \ \\ �� `�`` \ ♦\°\\11.5/ INV4911.10)'/ /• 4914.37 / / / / h\° pO♦j�' / �x 4914.83 e // 08° / / �° / / 4914.95 r 2g / / / °\0 // 4915.30 / 200 / 2 / 4915.58 00 / 4915.30 / p / / �x0 / / / ---- - - - -- -- / ` / , ; / , , I I \ \ xpp ; 4914.49 \ \ \ [1IIII:::: _ os° °\/► 491`.95 \ \ / \ \\• CULVET 39AINV4914.17 3.674906. �. So 60% �� ti� \ Ii% 4913.90 4914.05 � �♦� 0 ti� 4914.27 4913.76\ /'�� 24" FES /" � INV: 4910.40 _ \\\ 6+6x _ / - 24 FES 00 - \ �� INV: 4910.52 4914.78 CU\ ERT 39B ` \ ' \ \ / N. \ \ ' - / \ �- / \' / N \ ; `� \ �`` •`\\ ``•�---___ - -' , , , • ,, • . \ ______ \ , .,‘ ..........._ • • • / • • E Ce NA 0 I Z l`\- - --_ _ — — — �.0% 2.0% _ 1_ _ _ — \ _1- _-_--- '// /,'' ,,' , �' — _ ,--� ,-' ,' /, / / __-___•o\ .' '' / / _ • • • • • • 4"I,, • `\ / t �� Q p \ ` .\ \ c� C I 7 7 n \ •` \ \ 4906.89 49 35 0 06' ° 4905.7210 0 4905.23 07100 4904.96 49052+OO \ - W -- ,--- 4887 LEEE - 488629 - - - - . \ 4907.27 490673�'\\ DATE 'e _.4884.60 4883.41 " STA:1 +63.00 i CULVERT 40A �\ o •` • �_ �i �� ■ ■ r� i — �� - �_ - 1.1% 1.4% / • �_,_-�' .----- 0+004 _ _ -2+00 - _ i 2.0% 0 2.0% 2.0 % `� 0 / 4883.29 0 d 1 +00 I -' o - o N I 4882.49 I -4 24" FES ■ ■ ■ ■ ■ /. / I NV: 4902.93 �`` 24" FES • • INV: 4901.78 ` 24" FES 4905.83 ` KEYMAP DESCRIPTION � - _ _ �• 1 - ' 4884.37 I ' . 4884.75 4884.09 0 2.0% rn � 0 2.0% M 0 __- - / 4 '/ = . N INV: 4902.96 j ► •_p 4906.03 24" FES t- • ` •�• i p 4906.15 �'� + INV: 4901.92 ,, t CULVERT 40B _ o I .` I 0.5% .\ 1.7% / ‘ ---__ ' • 4883.43 4882.21 ROADWAY NOTES: I 4882.82 - -' _ - • - -__---- -'" - '_ • • •\` I ' �t X •`` • t\ `• �� I 1 \ \ \ I 4906.31 �� ` ' ,� J o �.o% 4906 2.0% 39 J I , / �` �� • `•\ • t •t .\ • t�� `� tx �•` �•`` �� I ° - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE TO IN 20' TO THE NOTED. _ .„-4906.15 4882 . - I ' 50 _ 4882.88 0 �� 0/° _ --- - 48 82' _ 6 Ov ____--__ --'' _----'-- ____ ___,.- -- r •�� ___ -' I _,- - _ ----- _ ,-_-' _- - - ___ -- ------ 4881 I �, I •' ' .' '' ,.''' I --' -, I,' - -' ,.' I �,.'' I - - I 09 L f I NIGHTHAWK 4881.47 �, '`. / - - - 4881.19 _ I y ' DRIVE �__ - r -__-' _----' - - I - - _ _ _____ - -'' i --- / I - I __- I - -'I- I __- - & CHICKADEE WAY / _ , __''-'' _ _ _ _-_--'- _ - __---- - \ •` `�` ` `�� `•� BEGIN `� �� TO REMOVE •\ t` • • t� t` �`. �`� I ; `� TRANSITION STA:1+63.00 CROWN \ 4906.1 . \ I I ,� `� JI - `� • ` ` ` `�� 4906.75' ..l 4906.47 I I I % 1•`�• `•� ` `.`�� r. �• • • t •.� `� `-�` i� `.- LEGEND REV. NO. 414414141414141 / BEGIN TRANSITION -� _ _.' / / TO REMOVE CROWN , STA:1 +64.03 / A / // �- EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 INTERSECTION DETAILS WELD COUNTY, COLORADO FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED / r - - - - SORA WAY & FAIRBANKS DRIVE BUNTING WAY & FAIRBANKS DRIVE IIIIIIIIII PROPOSED CULVERT/STORM SEWER - / EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE INTERSECTION INTERSECTION INTERSECTION // / / � � ;' I I 4901.07 ° 2.0% I'/ 490134 °' 2.0% 1 4901.06 \ t I �r, / � / / / / a ' / I / / / io / 4879.81 BEGIN TRANSITION TO STA:89+83.12 4880.19 X c • / / • / ` ` \ \ ` , \ A. / \/ i A \ gyp° \ \ i ' INV: 4875.25• 30" FES INV: 4875.25 CULVERT / / / / / / / 4879.41 4879.61 px°°°° .p° 9 o .0013+00 4879.91. V // ^• • � \` FAIRBANKS \ \ ,' " \ /' \ \ \ \ 4879.03 . \4879.31 p°I° .- 5010 �, 4878.95 '� \ 4879.03 p so °\° \ \\4879.19/:2 A°•\ p°I° \ 4878.81 ��•, �` .' so ,� o �'•J \ VJ♦ 91 +00 2°°I° 24B , ♦.♦� ° ` • �' ' ,e 4878.94 2� I° O c*, ' •♦ �� 1 I 4879.00 4878.91 so CULVERT 5°I° \� '` • �,�. �° i 51 I 4878.38 i 4879.41 / 4878.43 1 \ V\/ / ` 30" FES \ INV: 4875.01 \ //\ \ 30" FES \ / \ INV: 4875.01 \ • •`�` \\ • �� `'`. .`.,, DRIVE & NIGHTHAWK .',' �,. '' ,' \ \ \ 4878.56\ \ ,•x� A 4878.62 \\ • \ \ \ \ 4879.00 \ 4878.45 \ • ° \ o \ 24A 2� \ \ o 0 ,j♦A�♦ 2 4878.83 •4878.33 \ so o°,° \\ \ \ o°I° \ \\ 2 4878.71 \ \ \ \ • \ \ \ \ \\ \ • DRIVE /' i ' i �' ' ' I ' ' / t` I4900 �` �.` I I 4900.85 ,' 0 / 4900.80 /1% I BEGIN TO STA:11 I\I REMOVE +24.84 63 � TRANSITION/ I CROWN/ EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X �t� o \ `t �� \ �� `� I �` I �` `� �t �` � 12+00 o �� I , �� ' ---1 � — — `� — — 30" FES - 4900.62 ' cc:;, 49 00.44 � I 4900.19 l_ - 81 I UNCC CALL AYOU 811 ORE DIG ` INV: 4897.25 1.6% - 1.7% f,�C■7 , • —1- 4901.43 • 4900.91 . OW � ` 4899.55 4899.05 ,� ti '' 4901.81 `� 1 ° � 2.1/0 2.1 ° /o 'o\i 4900.61 \ N ° 4899.93 ° 4899.43 1-800-922-1987 OR 0 0 0 N N 4901.29 0� r ♦ — ♦ 0J o N 1 , 0 4899.65 0 N 4899.15 • �' ® ' \ C(�—� 4901.53 � 4901.01 � � '♦ . '� ��-- i i UTILITY CENTER NOTIFICATION OF COLORADO 1.0°ro 2.3°r° ; - i /♦ 4900.36 / - - c-' 4900.25 % 4899.93 1 , A i - - o � ' - ''� ,; ,�` ,' ,� o' PELICAN _- ------- _— ,.' LAKE 4899.98 I• 4899.33 - I , t I I # DRIVE ' - 1 0.5% II ''P �� 4899.78 2.6% 4900 o o 4899.33° __ & FAIRBANKS 07 . 4899.71 BEGIN TO sTa13+5\sa i / TRANSITION REMOVE 1 I I CROWN \ DRIVE \ 30" FES 11 INV: 4891.00 t i 1 I , i , / I // I , / � i /' PRO PL '_- CHKE DATE 1/28/2025 0 30' 60' SHEET NUMBER 1" = 30' (HORIZONTAL) T3 62 OF 141 INTERSECTION INTERSECTION . , , , • ‘ \ • , • • • • I / , G\, ,,, ,, •, 0 ,,, / 4828.02 1 ' \--482.77 // � � ?�% 1 / 4825.56 2�% / 1 / / , / - , • ,,,, „.....,................,,„ _____________ , ,„,„„, ,,,......_ ......„ ,, ............ „........ , _ - I' 4840.32 / - / 4841.0j / '' I- _ _ ,. ' / ,' �' 4842.00 ' /,�'� - _ _ /.� 4843.02 ,' _�'_� -' - `,` oo /' ' _ — ' `—o ,/ r, 2 4843.75 _ - - ° 4842.27 // - /' — —' — — Bolo - / - V tJ O= 4843.28• 0 - olo I I I c� 0 ; _.--, ,_ , ,. , ,, ,, , ..„. \ ..„---r. ,, , _ _ _ _. / / 7 .., •• _ _ / // �' � �i / , � o° / °� � / _ _ _ 9° `,..1/1°4840.58 ---- __- 2 �° __-- < - ' - -� 4841.31 '' _ 4840.32 4836.80 / / o 4841.05 I' //'''VO — _ — . • / ' / / 4837.09 Y ' . \ ,-- _. ,- , , , ....... , ,,, .„ , //, \ \ \ , ' \ / // / / • , / ______ BEGIN \\ ' \ -------�----- 4843.39 _ TO p ` , \ / / / � STA:1+63.00 ` \ / c' \ < ` \ / � 4843.67 �� A / / i , CULVERT E2 / o� / ° 15" FES 4843.12 •, INV: 4840.32 , �% 4843.34 / / °\° 4842.32 ' p°\° 4842.60 v 4842.84 0 / o 0 0 °�° 4a43.22 I ' ° p\ p • XO \ 4842.32 L�>° '� / \ 1 0ff° 4842.54 / / / L• °�° 4843.01' \ \ 4842.82 O. AO ,' / / 4842.54 , / \� •90 °�o 4843.04 / O ''/ \ \ / (1, /' / \\ /� L°�� 4843.10 //' ' •\ . 4843.20 15° FES I 4842.82 INV: 4840.75 \ \ ,. 7° 1 Igo ti' \ ''-' \ 0°\° 4843.48 • ,..\:- ,I-' xp0 `\ �� 4843.59 • ----- \ 60 o�° \ \ 4843.20 i ° `1,'° \ p°�° 484387 \ \ ti� / , . z \ o ii , TRANSITION(� REMOVE CROWN . I / \ • / 1 / 4843.39 / 1 ' / / / 1 / \ 1/ \ / \ / / / I I I / / / / O / \\ E I 0 Z 0 411, < —I i.i■ LLI 4827.81 // / / 4828.02//// 2 ° / • o / \ 4825.77 `\ / v 4828.30 / W Q 0 \\ / \/ ` /0\0 v`/ ° 4827.81 / \ 4825.56 \ \ • �. � \ \, / M 1 �N KEYMAP DESCRIPTION I A. I \ \ \ .`. i ,\ xo %, \ / 4826.88 \ °\° // N /`r� o - /• 7` 4825.86 \ / o °t.\° • / / � / \ •_ , / / , , �� I '' 4844.01 �,/' / - I , , a- 4843.75 '' /�' 1 ' I , I �, ' ' -% 29 0 o ° 4843.02 �� oo / ///'' '' �/ �' / // BEGIN % TO REMOVE , I / I / /\\ \II I i I\ BEEBE DRAW /' / 4841.95 \•00 / \ \ / 4841.31 \� I \ TRANSITION CROWN STA:1+68.01 \ INV: FARMS 4841.27 ♦ , \ 01°� • • / 2� 4837.16 1 4841.63 \ I 2 1 ` \\ ' ° ' 4840.89 \ elo 2 , 0 4841.17 \ \ 1� o° \ -- '" o ' \ �° ! \\ / ,4840.67 18" FES IJoI° \ \ INV: 4837.67 2 `, �p ° O0 4840.95 \ 4840.67 2' \ \\ �'� '-�\ \v,-', .. CULVERT E1 \ \\ \Ai \.``�`�\ 18" FES V 4838.10\ � PARKWAY & EGRET ROAD ROADWAY NOTES. 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. \ \ 48-, / O ``` ` \ . / / `, \ `\ , / \ 1 / \ ' \ / 4843.59 \ / \ \ / '�\ ,'' \\ \ \ _ \ \ ' / \ \ 1, \\ \ • \ \�\ \` /\/ / , 1 / \ 4823.61 O `\ ,� i • %`, ,�' \ \, \ \ i eTi. 37cpc.Do‘ ,� \ I Q v `\\•`\\ cS ` I +`\ �`v v v V off° es� • \ N `\ , e \ �r KESTREL COURT - CUL-DE-SAC LEGEND REV. NO. 11111111 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH .`. 1 \ , \ .� , / \ ``� \ 1 ' `, /,1'\ EGRET ROAD & BLUE HERON STREET • — CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC & INTERSECTION DETAILS - EAST WELD COUNTY, COLORADO — FLOWLINE — MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT IIIIII PROPOSED CULVERT/STORM SEWER - - EXISTING EASEMENT 7/ OIL & GAS SETBACK �- EXISTING WELL FO EXISTING COMMUNICATIONS LINE INTERSECTION NORTHWEST INTERSECTION \`\ ', BEGIN \` 11 TO REMOVE ` `II TRANSITION CROWN STA:16 73.87 I \I \ I (2.0% , , '/ -------- / , \ \ ``• , \\ \I i `\ \` \ \ `\...... `` \\ \\�- `\ `, � \ , -�� \ \ ` \ \ \• `• `` \ ` ` `. ` \ `� �` `\ \` \ `\ •`\ ` \ \ `. J •`\ \\ `` `� - - I \ `, \` `. `. \ `.` ``. '` �\ \ • `\ \ \ `\\ `\\ ``\ \ - ('\\ `•\ ``\ \• ••\ `\ `\ `' i ` `\ • `\ �`\ •�`• •`• `` ``_-`. 1' \` \` `` •` \ •`\ `\ `. `\ `\ `\ `\ •\ \ ` ` \ l • ` 4841.81 ,. ` • \ 61'` • \ \ \\ \ \ \ ` \\ o `\ \ 4842.09 \ \\ \ \ ` •`, `` \ II `,• `\ •`, ` I I \ i I ' ` II I I I\ ` \• \ `\ `` ` �\ . `. • EXISTING WATER LINE ; I\ Ii 4844.22 I I • i ; 2.0% 1.4% 4844.50 0.9 ° /0 4844.23 I �/�/ EXISTING OVERHEAD ELECTRIC LINES OH— EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X / - 1 o / ,� / / / _ /\\ `\ _-- i i - 14845.10 I / / I G I I 4845.30 o N 4845.16 15" FES \ `\ `_..- `\ \ , \\ •`\ `� \ ` . 1 ) \ \ ' \ 2.0% 2.0% \ 4841.81 ` • \ •i \ \\ \ \\ •` \N 100 \ \\ \s \ T• UNCC CC CALL BEFORE YOU DIG 81 1 ` \ ` \ • • , ` \ `\ `\ \ \ \ • \• \ ` , \ \ \ •\ ` 4840.81 •�\ 4841.09 4840.81 \ • I \ • •` ` ' — — — — , 4. 4845.97 o 0.9 /0 — 0 0.1% 4846.10 INV: 4843.98 / )I ' �/; \ ` i ` \ ` �� ` ` \ \ ; 2.0% 2.0% \ \ \ \ I 4/846.11 o - ^` "' ` \ ^ --. ` ` 4839.42 • \ \ o `• ` `. ` ` \\ T \ ` 4846.08 _ 4846.28 '// �� 4846.66 4846.80 o f / o f 0.9% 4846.56 0.6% N 0.5% f } N 0.5% ` 5+00 4837.07 a 4838.24 �� o c`i 4838.30 0 6+00 m \ f o 2.0% N ° N 1 4839.49\ `•\ I ` \ ` ` 6 \ a81 1_800_922_1 OR 987 ___ ____4846.35 . o N 11 o o N y1 4846.76 4846.29 0 `� 4846.94 0CI 0 4847.08 `� 2.4% 4837.34 e cwi 4837.83 \ o 4839.11 "' v v ri 4838.51 0 2.0% °' 4839.77 �oiv �0% \ . \ \` \ . '�� EGINTRANSITION ` ` ` ` ` \ 4837.07 ` TO REMOVE CROWN -��- \ \ r ��` `. �\ `/ ` \ `` \ �\\ `.. 4846.08 -18+00 ,/ 4846.67 4846.80 - �� •b — , II — - �. STA:5+23.25 \ \ ` \ ,, 4838.45 -- ` 4838.17 \ \ \ ` \ \ \ UTILITY Ni OF OT I F I COLORADO CAT I O N \ CULVERT E5 /0.8% 0.0% ``. ``\ ``` •`-. _ `` `\ ` `�` -I-'"� ` • `, \ 0p 4846.69 , I II - 1.4% � 4846.82 C° 1.0% 4846.80 15" FES INV: 4844.49 \ •`• - __, \, ,•\ 4838.17. �� •\ • ` -- ` `` �` �` \``\ .. ``�\\ _ II 4837.45 2.0°/�, 2.0% ` 4837.17 . ` N ICENTER ` ``. \` `\ \ ` ``� I`\ 4837.17 _ \\ ,\ N • `., \\ `` \`\` `` \ \ \.\`` \\`` I . •`� •` `\ N ` `\ `\ `\ \`\ ``. NN ``\ I `\ \`� ``\ `` `\ `, . \, \ `\ I `\ \.` ...` .\• ` \\• \ �,` • •. . \ \ N •••DATE `\` `\` ```• I \ 1 `...�`\ ``` .\I` `� ``� ``� KESTREL COURT & BLUE \ c • \ ` HERON 2.0% . 2.0% \`� ` ``\ o cN STREET \ `. ` ` `� . I I Il \ .\ ``.` ``.„ ., `, ` ` \ \`````\``` ` I \ `� ` '\` \ N .' . `` `. T` `.I `.� •`` `\ `. `. \ �`.` ``.` ` .`.. �, `. I `. \ 1 I i 1 `\ \ N. • \ \ / I \ 4847.78 4847.23 I I 14847.44 4848.06 y � I o ' 4847.29 I I /• PROJ PL ENG TAJ CHKE : 1/28/2025 ` \ \` BEGIN `\\ \ TO .`\ \ \ I EGRET TRANSITION-- REMOVE CROWN STA:18+99.87 ROAD I & BLUE 19+00 HERON 4847.78 \.1SHEET I STREET '' �'� 0 30' 60' NUMBER 1" = 30' (HORIZONTAL) T4 63 141 SOUTHEAST INTERSECTION INTERSECTION I I I , \ \1 ; 1 , ( Lill l'' T I \\\ 1\ 1 1 I -> I ,11 11 1 I Q / \,\\\\ \ 1 o I / I I • / / / / • • I i. / / 1 GI i \ 1 \ I \ \ \ \ \ \ \ \ 7 \ \ • \ \_ \, • \ \ ♦'5--' / 1 S 1 \ t 1 • I \ \ I \ \ \ \1 • 1 1 I ,- I I I 1 /1 / 4940 ' • • • • - ,\ \ I /, T � / 1 / I /• / / /f 'I ,/ / • /, \ \ I \ \ .- / . — — Ii - -:-r . v . / \♦ .♦ / �.• , `. • O \ N I l •,„_ I I 1 / \ I_ • \ /. • I i i \ U I TY ROAD 32, _92 \\�\, — — 1— \ �., ♦ . ‘,...\-\\,......7. — — 1 \ ..\\\. \ \ , • ','--�(\/ 1s \ .. `___-.- I' (PI 1 \ .♦ - - . 5_I -r .^-- - ' / 1 1 j/ 1 3 � N . \ r / FILING NO. 1 4 • EMM Li ♦ 1 • --_ `•\ --- • \ • F F ` \ I / `5 `. • • 1 • '1( 1 1 1 \ • \ Q \ 1 ` \• \ \ ` I I I I OZ I\ 1 `\• \ \ • I / ,,,, .." -.* — •• -.... __ s ‘. ,.........:‘ 1 ,.. — .. 1 :5.5' 5, \\ : 1 \ i \:/ • r\ • • • • • • \ / \ • \ / \ \ \\ • • • • • • `•_ ` L2 III I 1 I I 1 1 , I • • \ • • • • • \ -,• 1• \ ` ` 7 \ • elm i / • • • /J *ry 'S� /.�•�. (\♦\ \ 1 • 1•• • ` 1\\ • \\ \ • \ \ r- - •♦ \ \ • • EAST AREA EMI 100.00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW RED PHASE BLUE PHASE GREEN PHASE PURPLE PHASE YELLOW PHASE BROWN PHASE CYAN PHASE PINK PHASE GRAY PHASE ORANGE PHASE F o 120 W H W H- 0 DESCRIPTION REV. NO. 44444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO DING PLAN WELD COUNTY, COLORADO 0 400' 800' mml 1" = 400' (HORIZONTAL) PL TAJ 1/28/2025 \ SHEET NUMBER GRO 64 OF 141 II IO I Jc n X1 LIT L Lir II a w kI It ICS I 1 1 }Q 1 • • \ , / U O 4L b U - O U - O b 1• it 1 , ' F 1 1 , 1 , 1 , I , � I I X • • • I • 1 1 / / / 1 / I ' I ' I 1 I / 1 I • \ ' ♦ 1 \ \ \ ♦-\ S. 5. • ` \ ♦ ♦•\ /----S�♦• ----- - • `\ • • 1 I \ / • • 1 1 • \ • • • 1\ • • • . 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I ,' / ,' / /' / ,' / / / / / / // / / / / , , , / / / �i, / , / 1 ,' Q� / I I / / 11 / / / I , ,, , / / / I , / / / / // i ,/ 1 I / ,/ //- // '', / //, / I / / / // I / /' / , / / / / / ,/ I / / / I/ // / -,, /I I / /' / / // (� i / /,,- / / / n / I 1 , / / 0 v / / / , I / I /// // ,, / I / / / / ' 1 / / , / / / 1 I / / /' / I / / I I / / / 1 / / / / / / / • , \ , \ \ \ \ \ \ \ \ •.. \ • • `\ \\ • \ •\ ` • • `♦ S. \ \ \ �S. \ S. • • \ \ \• \ ♦ \ • ♦• •\ ` •\ \• \ \ . •\ \ ` \ •.N. • /▪ • I I / 1 \ , 1 I , / // \ ` \ I I \ I I j / / \ \ \ •\ , / /, \ \ \\ ,` \\\ \\ i I / '// // // I / , \ ` \, \ \\ `, \ \\ , 1 / 1 / 1 \ `\ \ I II / \ , \ \\ , I , I , i I \ \ I 1 I 1 `\ \ \ t 1 \\ 1 I 1 I 1 •\ \ \ • \ 1 • • `\ • • \ \ I • \ \ 1 \ I • `• • \ \ `• \ ` \ ' 1 I \ \ \ \ \ ` \ \ ., 1 I \ ♦♦ \ \ , , ` \ \• \ 1 • \ \ ,• I • • • N. • \ • \ \ ` • • \ i 1 • \ I /'. ---'� / / / / 1 / 1 1 I I 1 1 / I 1 201 / , 1 / 1 / �1: / / / J • / / 1 1 / I / / I 1 1 , / • • • \ / / `\ I I ♦ / I 1 ---- T ` r- ' ' • �_— 1 1 ,./ I / I ' 1 / / Il 1 / / / ' I I / 1 I / 1 1 I / , 1 I ' 1 \ \` • TRACT Q • \ / \ \ /-\ \ / ---- 1........../ OBI -- I_I_ I II ` • I, \ • I I I ♦ I I I \ ` I I 1 I / I L `\ I / I i U - I ' / 1 I I I I 1 I I ' ' 1 I 1 , 1 • • I ` \ \ ` \ \ \ N • \• • • \ , \ \ \ \ , , , , 1 , • • \ • • • • % •\I 1 / \ \ • \ • 1 • , • / ` • • \ ` `•1 \ \ ` •\ `• \• \ • 1 \ \ ` / \, •\\ •\\ \ \\ ', , \, \• \ `\ `\ \ r j 1 I / `• \ `, `\ `, `, \ li \ \ `\ \,I : \ ` \\ `\ `\ \ / ,/ ....\\ \yI, 1 \,.. • • • I • / / ` / / 36" FES / I • \\ ` \ `\ `\ \\ `\ \ �` `, `\ I \ I i INV:4914.00 / I • ., \ • / �, / I , , \ \\ \\ \ \ , \ \ I I 1 ` / / / / '/ i ` `\ `\ \ `\ `\ \``\ ```\ \ \ ``\\ \`\ I I i T i / / / ' / /,/ `, `, \\ `\ ` `• \ \ \\ \\` 1 I I 11 / y/%� • / 1 1 , , \ I \ \ 1 • , - I , 1 '\ `, %\ \\ \ \\ \ \ \ \ , I \ \\ \ , I / ,/ I • \ \ `\ \ \\ `\ I/ // ,' , / • `\ ♦\ `\ \ `\ •\\ \ , IX I , • 1 1 •'•II1 I J\ . \/ i /' / / -' 202 \ i I `I �' �' � - � �'� � � �/ - � Id. Ii \ / / / aftallie, II 4414081. BEGIN TRANSITION TO EX EGA EOS • • • • • \ • • • • • • • • • • • / / `, //// • / / rS -TE 7T 76 • • 36" FES INV: 4913.50 TYPE "L" RIPRAP D50=9" • • • • • • I I II I II I I I • • • • • • • • • • • / / MATCH EXISTING ELEVATIONS • • • • • / tt / I • • • • • • • • • • • • • • • • • • • • I • • ▪ • • • • • • • • • • • STRAIGHT EDGE SAWCUT MIN 2 FT FROM EXIST EDGE OF N 1"/ \‘• PAVEMENT OR AT FIRM PAVEMENT (WHICHEVER IS LARGER), / • \ REMOVE ASPHALT, MATCH EX PAVEMENT AT SAWCUT LINE. •, • N • // / „ N 21, • / / I / / / / / • • s. • • • • • • • • • • / • • • • • • • • • • • • / KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR /Oa_ PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) w O DESCRIPTION REV. NO. <4.144444 SHEET NUMBER \ \ I \ \ • • I I I I I /1 /d • 1/i / II I I I I I I I(f / • x x c1 X U I 1 ts O 2 C- L • . • • • • • • ✓ / I 1 I 1I I I 1. I 1� 1 1 LL,1 1 �--- - ( / / ' \ I / 4940 I 1 I I - I • ,/ ,� I ♦ _ / A ♦ / , • • ♦ ,/ I I 1 ♦ / ,'11, • / , • / • — _ 4935 ' -- • / •• ,/ _4930 N / 4 25 - • • • ,' I I / / 1 I / I I ,/ 1 X I I /1 I / I / / I / \ \ \ / / \ \ \ \ \ \ I Q r ILL \\ I� \ c - P 17 x� II / X X ` X I \ • + 11 • 1 1 /,, 1 • / • • 1 I TRACT Q I I I I 1 \ I \ 1 1 1 1 • • \ • • • • • 1 `• n 1 I • I I I I \ • \ • \ \ • • \ \ \ • • • S. • • • \ t9 \ �\1 1 I / /,'' 1 >li / I0,,/, ('i,/, '/ 1 / • • 1 co -01 �,- -- S IlMI - / ,• / / I '\♦ I \ 11 I ` I 1/11 I , / / I I I I• %1 / ,_---- 202I I I/ I % / '•/ I ' i ' 11 / I / // ''/ I I I 1 1 • I I ( I /' / I I 1 I/ / / / / , I I / \ ,' , j ,/ ,, •I I \I / • I / ' I \ ,' / / / I I l 1 ' , I / ,/ 1 I - • ' \ I I I • / / / / / J / 4930 4 I 1 1 1 I 1 / SEE SHEET 65 �� • • \`, / \\ i \ `I I / I ' I ; 1 t I I / ' 1 I • ' 1 I I 1 • • • • N - • . ,• ' , , • • / / / . / , ,• _ // /, // / ♦♦ �♦ /' /' ,' ♦♦ / ' / // 7 ,/ • .♦ \ / / ' ' ".•. / ' / ;/�' / / ,/'� __ ♦♦ / / / /• / ! I I I / / `\ ` / 1 / / / I / / I / ' , -. , ;I / I I I /▪ • \ ;I I I / 11221 I Il I I / I I 1 \\ \ / I I I I I ♦ • I I I \ / I I/ I I I /• I II I / I I ,__- I I I \ 1 ' I I 1 I I i / I I I \ / / I, • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • / • 41 • O , H O \ \GA II -21 ILLJ \\\‘‘•\‘‘:•‘‘, \‘‘Ix \\\ \‘‘‘ \‘‘‘ \\II\ 1\\‘‘‘ \\ 11\‘• • • • • • '" • • • • • • • • • • • • • 1 KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g L -ILL, (NI ml o z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR2 SEE SHEET 17 66 OF 141 • I I 1 ♦ •• \ • \ 1 • \ • \ 1 \ 1 • • • 1 .\ • • • • • • ♦ • • • • \ ▪ / I I \ \ \ I I \ • • 1 I O \ S. , \oo / , G • S. S. S. -7- • \ // `__�� _G \ \ • • • • S. • • • \• • ♦ • G / • • • • • • / / / • • 236 • • 1 I • I \ 1 I 1 I 1 1 1 4900 I -- \ • 4905 • • / \• •\ \1 ▪ `` ♦\ ` ` . • •S. S. / . . \ \ S. . \•\ / \_• \ ♦ ♦• \\ N` •\ \♦ \, ` `. \ / . \ \ • \ `\ `• \ \ S. S. S. S. • ♦ \ . `•S. �`M \ S. S. • --. • • • • S. • 5. • • • ♦ • N • • • • . \ • • • • • • • • • • / / / / S. II i / / • •\ / • • \ `• \ • • \ �\ • • .• • •S.• `` • • • • • ,•\ . \ • •2 -- • • • • • • • I / - -. • `• ♦ • ` • • • • • • • • • • • • • • • • • I • • • / i▪ t • • • • • • • • • • • • / 11 • • • • • • • • • • • • • • • • • • • I I , 1 S. N. `• • • I • • • • • • • •\‘‘‘‘\\‘‘‘‘‘‘‘‘\:‘‘‘ \ \ \ :C.)\ \ 1 1 • . `.•" / •` ` ` ` \ I \ \I \ \ \ \ •♦ / 1 1 / 1 `\ • I / •\ \ I \ I 1 \ \ \ • re I . - \ 11 l 1 • I\ FILING !Ic)i \ // /'/' - ; .�• • \ , I \ • .....1 • ♦ I / I ♦� . ' ' / , ` • / / \• \ I \ \ • . ♦ • \ ♦ / II Ii Ii , • / / / / // • •. -'• • \ ♦` S. \ S. .. S. \` /`` / / 1` �/ / /I /1' ,/ / �. \ • / . `• `• / I I ♦ , / / / / / --► S. S. `•` `•` / \ / �/ /, // / • • •\ ♦• •... • /. /• / �I ♦• I 0 / `. ` \ \ \ / . ./ / /-- / \ \ `♦ \ .♦ S. `. • `\` `\ ,/' / // `, \ \ ♦ \ , ` `• `� \ • `\/I \ ♦♦ , / ,� / /. \� \ TYPE "M" BURIED RIPRAP - i \ y / • / �,'� ' `� D50=12" . / , ▪ ` • \ / \ �, \I 1 . \ . `. \ `♦ • \ \ / \ ♦ . S. • \ \•• .• ♦ . / /\ `• ♦ S. 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NO. 44444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL) g z ELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR5 SEE SHEET 75 69 OF 141 I I+• • • • 1 \ • I\ \I \ I, 1 • .`• \ 1 1' It • • • • • • \ \ I I' \ \ 1 1 1 1 1 • • N • • • 1 • • • • • • • \ • • • • • • • • \ I • \ \ 1 \ • • • • • • • • 1 1 1 \ • • • • • • • • • • \• / /• • // J • • • • • \ \ \ • • • • \ • • • • • \• • • • • • \ • I • • \ I \ I • \ \ \ 1 \ 1 \ , \ I \ / 1 / ♦ \ `\ \ `• ` \ 1 \ `• `• \ ` \ � • `I I' / \ .\ \ ,/ 5,. �` / `/ �! / ,/ ♦_- `\` \ , \ `• \ 1 \ • • • \ •1 1 • \ I \ 1 • • \ 1 \ I \ • • • \ \ • • \\• \\ `\ \ \\ ♦ \\• \\ 11• \ \` `` .\•,` \ \ \\•\\ \ \ \ • \\ \` \ \ \ \ \ `` \ ♦ `\ \ `\ `I `1 I ` \ \ I I I \ \ \ I I \ I `\ `\ `\ 1 \ \ `\ I\ � \ \ ♦ \ • `\ \`• I \` \\ / `\ `\ \ \• •\ \ \• \ • • I 1 \\ \ \• \ N \` •\ I •I \ `\ ♦ \ • \ `\ `, \ I \ \ • \ \ 1 \ \ • ... `\ \ `, ` `\ I \ \`• \` •` N •`\ \\ `\ 1\ \ •, t ik„,. \• • • • • • • \• \ • • • • \• • • \ 1 ,I `\\ \ ♦ • \ ♦\ \ \• \ \ a \\ `` r--- `\ `\ ` ` `\ `\ /`\ \ `v I ` ` '5_ `, A `v ` `v i// ` V • • • • 1 \ `,` ,•' •,,_-, '\ •\•\ `•`‘‘•\:\/‘\'` ` • • • • 1 - ,1 `• `• `• \\ \`•``• \• \ ` \` ` 1 ` \\•\•\ \\•\\ ` ♦\ \ \\•\ \` ..\ N 1 1 \ \\ \\ \\ `\ \\ `\ \\ \ \ \\ S. \• • ` N. \• \• \ `, \ `\ •\ \`� \\ `, `\ \ • \\ `\ I \\ ( • \ `\ \ `\ `\ S! `• \ \\ `\ i \ • \ \ I I I N `\ \\ \\ \` d'�O \` \` \\ \ \ \• ♦ \ \ \ \ • \ \ \ ` 1 N \ \ •\ \ :1\ \ ` \• I • • \ \\\ • \`• \\`1\ ``\\`\`I \ \\` \• `+ \`\ • \ N I• \ \ \ `\ `\ `\ `\ I 8s \ • `\ `\ `\ \ I ` `• \ `\ -C , \ r •\ \ • \ I Cl'\ • `\ \` N • 1 1 \. • \ II \ \ {\\ I \ • \ \ \ \\ • \ \\ I I 1 \ \ \ \ • \ `\ ` '--i`• ` ` ` `\ \\ `\ ` `• N ` 1 1 I • \\ • I \ I \\ \ \ ‘2\‘‘‘ \\ \ \ I \ \ . \ 1 1 • \\ \ \ 1 \\ • \\ +\ \I•\ \ \ • ...,1/4 \ \ I • 1 I • I • • • \ I • \ • • • \ • • I `I • \ \ \ \ I \ \ \ \ \ \• \ \•\\ i I 1 1 , , , I\ \ \ \ I I I •I \\ \I \ \♦ 1 ; ; 1 I I \ I \ \I \ `I �• `\ ` \\\\ ` + I I 1 1 1 `\ \\ \\ I\ \ `\ `I `\ `\ \` •‘•\\•' I ; I. \ \ 1 \`‘ \ . • \ . \ \ \ \ • 1 1 \ I \ \ \ \ \ `, \ ` \ + `\ `\ \ 1 I , I \\ I \ `\ \` \ \ \' \ \ ` \` •, \• `. - \ vI 1 1 \I \ \ \ `\ \ \ `\ `\ `\ `\ \ `'\ ``\ ``,� \ \,+ I 1 • 1 1• •\ I \ \ 2•.‘‘• 1\''' \ • \\`I\\\ \\\\‘••:N\ \\`\\• �\`\1 • • • \\�`` `I 1 II \ \ '1 ``\ \ `\ `\ `\ • • I\ \ • `\ \\ `; '1 I It 1 1 I \\ / I 1 `I \ `I \` \ \`•\` \ :I...4,...,1/4 ' \ `I 1 I 1 I I 1 I 1 1 1 I • \` , 1 / 1 1 11 I• \• \\ I II • \ I 1 I I �� 1 �--F , 1 •, 1 \-` // / / I I \ • `\ \ ` \ `\ \ ` I I I 1 I / / / I 1 ♦ \ \ \ \ I •I I 1 I 1 ♦ /' / / / • \ ` `\ \ \ `\ \ ` `\ \\ 1 I I• `\ I I ` -/ / / ! \ \ \ \ \ I • \ \ I I \ • I I > �� I •I I \ '/ /• / / 4855 ' 1• •I I i 1 I i `\ :: \ - • • • • \ \ • • \ • • \ ------ \\ \• \ \• ` •• ` ,` .\ ,` ,\` \`�-_- / / / \ 1 \ 1• 1 • II \ \\ \`` \ �` ‘: \` \• ` \ \\\ • \` \ 111 • • • `\ `• \ `\ • `\ \ ``/ / , I 1 1 \ •\•\ \\\\\‘‘ \ \ \ ` \ `\ \ \ 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • N • • • • • • • • • • • • • • • • • / • • • • / • • / • / / • • • • • • • • • • • • • • • • N • • • • • • • / / • / / / / N • / I I/ / II • • • • • • / • • • • / • • • • I • I • / I • • / • / • • / • • • \� \ \ \ \ \ \ \ \ -- \\ -/ I / / , 1 1 1 / / \ \ \ \ \•\ \ 1 II t. • • • • • • • N • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • v. • • • • • • • • • • • • • • • • • • • N • • / / / • / • / • • / • / / I I I / • I / I / / • • • / • • • • • / • • / • •\• \ \ \ • • • \ / / I I / \ / • • • • • • • • • • • • • • • • • • • • • • • • • / I I / N I • • • • I / • • • \•\ \ \ 1 / • • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • • • • • II I I • / • • • • I / I 1\i,/ / • • / • • • / • • / • / • • - L. / • / / • • • I • • • • • / • • • • • / N \ \ \ S. • ♦• •• _I I I • • • • • • N • • N • • • • • • • • • • • • • • • • / • • - • I I I / I • • I • I • / • I • • • • \` \\ N \` ♦\ \\ ,\ N \\•, \• • ` `\\ \ , I , I 1 I \\ \ \\ • \ 1\ • I • \\ • • • • • • • • • • • • • • • • • • • I I • I I I I I I • I / • I • • • • • I • I • • • r / ♦•, ♦\ \ \ \ •♦ ♦ • \ ♦ ` \ I I 1 I 1I I I \ \ I • • •• • • • • • N • • • • • • • • • • • • • • • • • • • • • / I I I I / / I I • N I / I I I I 1 • I I I • / • • / • • • • • I I • • I • • • / • t• \ I I • • / • • • • • • • • • • • • • • • • • M N. \`�\_ \ `\ \ - \ I 1 \ \ \ \ � ` \ • / • / • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • N • • • / • • • / • • • • • • I / • / I / I • • I • • • • • I I • • • • / • / +-- N - -FILING NO. 1 `\ '``I II • • • I / • • ( / • / I • • 1 \-= \ `'` `• \ �\ `\ `. '`, N \• • `\ • `\ // I \+ ' 1 \I \•' \ S. \+ `. / • • • • • • • • • • • • • • • • • • N • • • / I I I I I I ( I• • • • • I I I I I I • • • / • I • • I II / • • \ I • I I 1I• \ • • • • • • • II • il • • N • • • • • N • • • • N • • • / li Cb / / I I I I I I I I I • • • • • I I I • • • f\\ N , \ • • • ` \ N \ • ♦ \ \ \ \ I \ \ I \ I \• •• • • • • • • N • • • • • • • • • • / / I • / • / • • / • • • • • • • \\\ ` ♦ ♦ N `• `•` `•/ I I I \•\ I • • • • • • • • • • • • • • • • • • / / • / • • / N • I I / / / / • • • I • • • • • I I • • • • • \N \\ ♦•.••\ • • • • • • I ll I I • `\ / `\\ ` \ \ `\\• • `,• \I\\• / / • • +\ I `\ `\ \ `I ` `\ `� N \\‘,..v. `w� • ` ` N \ • • \ ___I . I • • • •`\ `♦ ` `\ ` `♦ 1 `\ N I\ II \ \ \ \ \ 1 \ •♦\ , \ \ \ \ / \ •• ' \• \• • • • / • \•\• ` \ \ `‘` \ \ 1 \ • ``/ • \I I • \ \•\• , \ / • \ • \ ` \ ❑` \ \ •\ • • •\ \ \ / / `\ \\ `\\ \ `\\ ` ` .. `\` `•`, 'I\ ``\ \\ `\ N `\ ``\ ` ♦ /' \`\ �'" • • • N • \•\• N \ \` - \\ \ • • \ \/ \• • • / \ `• I \ \• • I' ` ,' \ N \\ `\ `\ `\ ` `\ N ` I I ' ` `> I `\ \ • • • • II 1,\ •/ / • , • ,• •\ `\ • `•`• • N • •• •` •` • \•\ `\ , , I • / •• • • • • • • N • • / • • • • • v•v I- ‘-' ..,‘ / 7 :--N \ • • •• • • • • • • • • ii / i \•• \ \• \ \� \♦ • \ N I \ ` `\ / • /I • • • • • • ) \ \ N r • • \ • N \ • \• - J • • I I • I • • • • • / \ - \ 1 I • 1 I \\N.1 \`\ \ `\ / A j I I I 1 I\ `\ ....... / / 1 1 I :::-.-----•--.4.„.V • • I'I\ X 1 G • I I '\ N. // II i I I I \ `\ `\` / I I I 1 \ I J I� 11 ' `` ` \ \ - _ _ - / I I I I 1 1 I Q�QS ``�` \`` - / I \� c , ��,`, _1/; � I I I I �o "' • 11 I \ ♦ \ \\•\ \ I I I \ • \ \• \ \ `` `` \ \ •-t��\ `\ III \ \ \ \ \ • 1 1 \ I • \ I \ ,` N \ \ `I \ \ \ \ :\•\ •\ ` ` \ • \ • • \ I / / r 4850 \\ N TRACT I- 4850 I - , \ 4845 m. 4-`0" • • • • • • 80 0 1 \ \ 1 1 1 1 1 1 / II • 4840 N N • • • • • • • • • • GI • • \ \ I \ I \ \ 4835_ _ _ I I I /I I ------------------------------------------------------------------------------------------ -------- 1 \ 1 / N I •`, 1 \ . I I I I I G \\ G \1 G G • • • G G G G - �l KEYMAP 100.00 1 00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP El 40 VI Ct Lij DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO fL)g WI gZzE Lu 0_ u_ 0 WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR6 70 OF 141 I\ 1 • \ I \ 1 \ 1 1 1 I \` \\ N 1/4 \ ` ` \ •\ \ \ \ \ 1\ \ \ \ I. \ \ \ \ 1 \ 1 \ I ` S. ` C3\ I 1 \ \ \ \ ` N \ 1 \ \ \ \ \ \ \ \ \ ` `� \ \ \ \ \ \ ` `\ \ \ `\ \\ `\ `\ • \ \ \ \ \ \ \ `X• `X `X .5• `\ \ \. `� `x \ \ \ .`// / EX X. N.• • • • N • • -X \ X:\X•N\ \\X ‘ X ‘ X ‘X • • \ `\ `\ \\ `\ `\ ` \ \\ \\ `\ \\ \\ \\ \ `\ `\ \\ `\ \ ` _ `\• \\ `:‘‘\ \ `\ `\ `\ `\ \ _ _ _ • • X. N ♦ \ \ \ \ \ \ I \ \ \ \ 1 \ \ ` \ ` \ N N N 1 \ \ \ \ 1 \ \ \ \ \ \ \ \ I \ \ \ ♦ \ \ \ ` \ ♦ �` Q N \ \ \ \ \ \ \\ \ \ \ \ \ \ \ X3O I I 5. \\ i \ `\ \\ `\ \\ \ \\ `\ \\ \\ \ 1. \\ \ X\ \ `\ X‘ \ \ `\ \\ \\ `♦ _ , \ `. � `\ `\ `\ N `\ �`� �`� - ‘) / \ \ X. \ • \ I `\ \ `\ ` `\ \ \ \ ` `\ \\ \ \ \ \ \\ `\ \\ `. `\ `\ ` �� \ `\ I \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ `. \ \ `\ \ \ \ ` / \ \ \ \ 1 \ \ \ ` \ • \ \ .� \• \ ` \ \ \� / \ `\ ` I I I 1 i \ \\ ` \ \ \‘‘\ ` �` `\ `\ `\ \` \ �` `.♦ • / I `\ \ ` 1 1 1 I \ \ I \ \ \ `•,,,....\ \ \ \ N. ` •\ ` 1 I I I \ \ I 1 \ \ \ \ \\ \ `\ \ \ \ \ `\ `\ / I 1 I 1 \ I 1 1 \ \ X. \ \ \ \_ ` ` ` ` \ \ \ \ \ \ I I 1 \ I 1 \ \ \ \ \ \ \ ` \ \ ` I I 1 1 1 1 1 I \ \ \ \ \ \ \ \ \ \ \ 1 1 \ I \ \ \ \ ♦ • • - - �` ` \ \ \ / I I I 1 1 1 I 1 t 1 1 \ \ •`\ _ _ _ _ `\ `\ \ `\ ` \ 1 1 I \ ‘ \ \ \ • / 1 1 \ // I Co 1 1 I \ \ \ \ \ \ ` \ I/ 1 1 C.3l 1 I 1 1 \ \\ \\ `\ \ \ `\ `\ \ \ `\ I 1 1 CJl 1 I I I I \ \ `'S \ \ \ \ \ \ \ \ /\ \ \ • • I I • I I I I I I I / I I I I / I I I I I I I O / 1 I I ,/ / I I I / i I I I I I I 1 ' I I I I ' % I I I 1 1 I 1 ' I 1 1 I `\ \` `` \\ \ 1 I 1 I I I 1 \ ` I \ I I I I I I I 1 / / I I I , I I , , 1 // I I I 1 I I I / I 1I / I / • • • \ `\ S. - \ \ \ \ \• • \ \ \ N \ `• `• \ ` S. `\ N. \ 1 • •` 1 / / 7 _ ,.------ / / / / 4850 i / / I / / I / I / / / / / / ,-____ / / / / N -I /, / / / r -- / • `5 • ` • `♦• ` ♦` ♦\ ♦` •\ ♦♦ / ` \• �` �`, • ♦ __♦• ,♦ sx_�` •\ . • ` `� \ ' • 5. \, \• . \ ` \ ' \ `\ `\ \ N.• \ ` • / --\ / `\ \, \ ♦, 1 • • S. • • • • • / • • • \ ` \ \ ` • • ♦ `• • . . •\ \ • • , X X• / `\ I \ `\ ``♦ N / \ \` ♦` i \ \ ..� `♦� • IAI�• \ . _ • • • -------- Fi ` RETENTION POND 4 SEE SHEET 116 e �G 1 ---------------- TRACT 1------------------------------ 1 F \ G G • G G • / / I I 1 1 I I I 1 1 I 1 I I , 1 I I I I I I 1 I I I I I I \ I / \ I I ' I / I ' I C ' I I 1 I \ / / I 1 1 \ ` / I I I I \ I I I 1 \ I / / I I \ \ �I / ' I \', �/ i i l \\\Vv I i i \ /` / i \ / / / / / N N N N --------------- • / • • • • 5. • • I • N X. 5 • • X. X. X. I I I I I I -- I I I / I / • • • • • • '4. VF-IITIII'--- -:-ITLI---Tittaig 4840 z _i--- - - • I tit • X. 11111 It II IIII, ill II I ill II I II I II I II I II 1 II II I II III i III I I Ill li II I II II I III III III III I It • • • • • • • • • • • • • • • G = 4840 23 \ t • • • • N • • I itI I • 5. s. • N • • • • • • • I • • • 60' KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR / 700 z/ PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR / / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT FO OH OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g LJ w z WELD COUNTY, COLORADO 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR7 71 141 • I • G O CO • \ (9 (9 / (9 O \ \ 1 1 1 I • II II l0 l0 J O C9 O' LLI 1 ;IuI: �' 7 7 I , 7 O ,- I /',/ 1 I 1 XI • 1 , 1 OI /f 111 / CD O LL 1II 1 (9 I 4 1 1 b I 1 / 1 / I / I / I / IO IVr l0 ILL I, I, I , I , O1 ICI- I • 0y LL O LL I 112 1 X I I I' \ / • \ // /•_ / / G f G / \ / \ • 1 1 \ I I'I \ I I I `\ Q I I 1 I I` \` I C4 1 I• 1I , N I I I♦I I , I I CO \ I. I \ \ 1 \ I 1 I 1 I I W \ `\ 1 I , 1 , 1 1 I g ! 1 I I 1 II \ 1 / I 1 I , 1 I I 1 \ I I I 1 I , I I I \ 1 I I 1 I I I I I \ I I I \ I I I I I I I 1 I I, ` I \ 1 \ I I I I, 1 I I I I I 1 1 I I I I I ' 1 I I I I I , \ I I ' ``\ I \ I 1 I I I I I I I I I I I 1 I \ I I \ 1 I 1 \ \ I I \ I \ I , I 1 / / / I I / \ 1 I I I \ I / I \ I / I I I / / I I I , I , / , / ; ` 1 / I I I I \ \ • \ I 1 \ 1 \ • ♦ I I I I I I I / / \ I , 1 I 1 1 I 1 1 I I , I I II 04I 0 i 1 �1 I I •I TRACT Q 1 1 I / I / I / / I / I / / / I ♦ • \ I • I \ • ♦ • • • • / / \ N ♦ ♦ • • • I 1 \ • • • • • I • • -r / / / , I \ • • • I • ♦ • • ♦ ♦ I • • • • • • ♦♦ I • \ \ I G , • I ♦ • • \ • • • \ I \\ • • I I \ \ I • • ♦ • . `\ ` I \ \ I I I It I II • \\ `I \\ \ •\ ````\ 1II I 1 • I I \• I \ \ ` \ \ \\ \ I` \\ \ \ 11 \ \I 1• \\ \\ \II \I • I I\\I I� I I I •` 1` I I I `• \ I• . _ G ` I I `s• \ \ \ ♦ ♦• •I • • • • 5 I t N • \ 208 • • • • • • I • _ ---4- 15" FES INV: 4922.92 I • \ 30 36" FES INV: 4917.00 36" FES 1.0%- N I SEE SHEET 66 • • • e • • / ----- • I • • • • • • ‘ I `‘ I ‘. ‘ \ \\ \`\ \ •\ 2\ \ I I INV: 4923„.50 I \ ‘ \ :1‘ \ \ \ I \ 15" FES • • • • • • s -• • - -- ♦ I • I • • I • / I MORNING DOVE LANE • • • • • • • • \ e,,,......._ S. • • • \ • • • 36" FES V / INV: 4915.00 TYPE "L" RIPRAP Lp=30', W=13', D=1.5' • • • • • • • • • • • • • • • • • • • • • • RETENTION POND S1 SEE SHEET 118 I • .... ‘,., IMI„, °\Mil •••• .P.IlailliMNII MIMI ilk \ II\M":71: I II7\\‘.x‘\\I‘7\,\\\ Mil.s..,\.......1 • • • • • • • • • • • 57 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • '--Q 0 \ '. . i‘ /•I:\, /I, I/ ei %.1 ._ f‘, /1, ‘‘ \ '. • • • • • • • • • • • • • • • N • • • • • • • N k k t‘ `GI-7TRIA-1: EI, 17-1,-7,—,--Q N • ‘, I ...... ....... ....79.... ......:\ ***:::. : 'I , I I's \I\ ...: \ ,....\\„...\\*:1'2\IN\•\ \ ..*\ N k • • • • • I • N • • • • • • N • • • • • I • • • • • • • • • I -". 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CO I • • I I II • I • • • • • • • • • • • \• N \\•,:•\ \\‘‘‘ \\\N \N\ N • • • • • • • • • • • • • • • N • • • • • • • • • • • I I I I • • I • • I I I I • • • • • • • • • • • • • • • • • • 5.555 • • • • • • • N. / I • • • • • • • • • s. 1 I • • • • Cuj zi • • • • • • • • KEYMAP 100.00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) O fL)g L.LJ z ROCDO WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR8 SEE SHEET 76 72 OF 141 \ `\ \ '` `\ \ ` • , \\ \\ \\ \ •\\ \ `\ `\ \ `, \ \ \ , \ \ `,H • • `. \ \ `\ ` \ ` `\ `\ \ \ , , \\ \\ \ \ \\ \ \ \ \• \ II LLI.:\ 21 \ \ \‘2.\‘‘‘\\,\‘‘1,2\,:,\\\,\\\ \\\\• \ \ \\ \ W\ \ \ \ \ e ` ```\ \ ` `\ • \ \\ •\\\‘`‘‘\:\'‘.\‘‘\\‘‘.1\\`‘‘‘:‘‘.,,\\ \`•`• \` \\ \ \ \ \ \\\•\\•\ \\` \\`\\`,`, `\ • • • •♦ • •\ \ \"` `2• 12``'` •`\\``\\\ \ __ - '`\ ` '• `� '`\ \\ 'S'S `\'\`' �\ `:\‘`\.\\‘‘'‘\\‘‘‘‘‘ ''`\'\'``\ `\ \'`\\ \\ \ `,` \\ \\ �\\\\\\\\ \\ ,\ \\\\ \\ `\ \\ \ \\ `, `\\ \ `\\ \\\ \\ `\\ \ `\\ \\\,\.: `\ `, `\ `\ \ \\ 1 \ `\ `\ \ `\ `\ '\ \ `• \ ` \ \ \ \ \ `\ \ `\ `\ \ \\ •�,' / ' /••` \ \•\ \ \ \ •\ •\\ • • \`\I• '\\ `\`\ \ `,\ \ \ • \ \ ` ` \ \ \ \ /' / \ `\ `\ `\ `\ \ `\ '\ `\ `\ \ `\ `\'\ `\ \ `\ '\'\ '\ T'`•`\ '` ` `\ • i " _ �\ •1/- / \ \•••\ • ‘\••\•\ \ \ \ \\ ,• \ • • \,� \\ \• \ \ , • \ \ \ a / \• \`• � \ `� `I \ \ \ \ \�0`� \ \ \ \ `• � \ ` / \ \ I \ \ `\1° \N\ \ ,\ ` \ ` \ _Is// / , , t , \ I \ \ , I\1 \O\ \ , \\ \ , \\ \ • \ \ •,/ / I , 1 1 \ \ •I \ •\ \c 11 • \ \ •, \ • \ •\ ` \ \ \ `\ \ ' I I I \ \ \ \ \ \ \ \ \•\ \ ` •\ • / \• \ ` ,' I ; I 1 1 I ; W \ \ \ \ \ \ \ I I \ \ \\ \ \ \ `\ \ \ 1------' -- II I \ II \ 1 1 \ \ \ \ \ \ \ \ ` \ \ \ \ "' ^ , I I I I I '\ • ` 'I 'I \'`•'• ` ` '\ \ '• \ `'' '` \ `•\ '• '\ I \ \ ,' \ \ I I 1 1 ' I 1 \ \ •\ `, •\ •\ •\ \ •\ •I `\ ` ` •\ , \ 1 //, 1 1 I I \ \ I \ ,\\\ \ \ \ \ \ \ , \ •' \ / I I \ \ `\I TRACTI E'• \ . 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N •\ •\ \ •\ \ •1 •`\ \ \ \ •, \ / \\ • \ '\ '`, `\ \\ \ \\ \\ `\ `\ \ `\ 1 `\ / , \ , • , \ •\ \ \ \ \ \ \ , 1 / / / *`. \`♦ \ • ,`\ \ •`\ • • ‘, \ \ • `\ ` '`\ '`\ \ '• `\ \ \ \ \ \ \ \ ��``• \\♦ \ \\• \ \\\ \\\ \\\ \``• \\ •\ \ `•`\ I • G TRACT \`\\\ \GGI 7‘.\\‘‘It‘il.,:\\N,••\*,L\s‘:‘‘‘‘.\\‘‘‘‘‘\\‘‘‘‘ 1II♦• ``°I\\ \\\\`\\\\\‘‘\`‘,2‘.‘,\‘,N‘ \ `\ \ \ \ \ l \ \ `\ `\ `\ • • \ ♦ \ \ ` \ ♦ ` ` \ 1 1 \ I 1 , \ \ CO I ` ` ` \ \ • • •\ \ o• • \ \ • ▪ • \o \ \ \• v\ N • `\ `\ '1 \ \ '` '`\ \`\ '\ \'`\ `\ • '�:\:\\•\ \ \ 'S \ '\ '\ `\ \ \ ♦ ' \ '\ 251, \ \'\\ \\\ \`\'`•• \\\‘‘\‘‘,\‘‘2\‘‘‘‘‘‘5‘.\\‘‘‘‘‘0‘‘\,,,,,.\\‘‘‘‘‘‘‘‘‘‘‘‘\\ \ '+ '\ \ '`\ `\ •'` `\\ \ \'` '`\'`\ '\ '`\ `\ '\ \ '\ \\ '\ \\ \ ``\ '`\ '1 \ `\ `\ '1 `•\'` ` \ \ `\ `\ `% \ `\ `\ `\ `\ \ \ \\‘‘ `\ iI '\ 'e \I \`\ '` \`,\ '\ \' \ `e '\ `\ \ \\ \\ \`\'`\ \ '`\ \`\ ‘: • • :‘ \ • • • • • \\\\\:.\\:\•:‘\•\\\•,,,,,,,,,\‘‘‘‘‘ \\ • • \ • • • • • • • • • i`\ `\ `\ `\ `\ \ \ \ `• \ ` \ \ \ \ \ \ \ \ \ \ `• • • \•,`•\` \•`\\\\`•,` ♦♦ \•\ '` ,\ `\\ ` , \ \ • ,\ \` ,\ \\• \ \'\ • • • \ \• \ • \ `,`\ \` `\\\\ N \\\\ \ • ` ; \ ` 49 5 \ \ \ 4895 • \ \ / ♦ • '` `` I :4\ 4 910 \ `\ \ 4900 \ \•`r' U �\ �` ` r 4895 --- ' ,' /' /may \ \ \\‘‘\\\‘‘‘‘‘‘‘:‘1\‘‘‘‘•\\‘‘‘\•• \ \ \ \ \ , , , I -- 15" FES / 4925• \• \ \V \\ \` `\ `\ `\ `\ `\ `\ `\ '\ + \ I + INV: 4914.54 / / , • \'` `♦ \\ `\ \ \\ \ •V\\‘•\‘\\\\\‘‘‘‘.\•:•\\\\•\‘\•\\•\:\::•::::\‘‘\• \ \ \ ` \ \ \ \ \ \ t I \ ` ' ' , N / / \ 214 - 215• ` \ ' '1 \'\ \\`, `\ \ 216\'\`‘,..\\`‘,\\ ''\ ', ; ; \ • • / / '• 1, I-, IL\ I :1 /• VJ I ( / \ I I • �I \ N ' / / • �`• I 1 I I I / I 1'; i \'\'+`�'',\\;\`:i \\`',\\'1 1\11: 11:1111\1'1 \'I \ `1 `; I II 1 '1 I `',1 I I `\\ \ \ '.''// / `♦_ - - _ •••', \ -� i i I II '\ ; I\ \ `'` I, `'`'\\ \'11 II II ; \ t \ I '; I '; t \1 t I I t \ • • I ` / / / `. /' / I I ; I\ I \ `\ \ \ \ \ \ \ \ 1 1 ; ; , I I I 1 \\ 1 1 I I I 1 \ / / • -,..., \\,‘ .\ : '\\,. 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S. • ``` \ S. \ . �\ \ `'S ` ♦ \ . \ \ `� X. `\ `\ ♦\ N `• ` KEYMAP 100.00 i I LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE )o°00000°o°000°000' �00000OOOOOOOOOOO �o�o�0000noo�00000' NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 0 60' 120' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 60' (HORIZONTAL) w i<- . DESCRIPTION I REV. NO. aaaaaaaa WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE: 1/28/2025 SHEET NUMBER GR9 73 OF 141 SEE SHEET 68 r,- , , -,- - - - - \--• , ,-,- - - - - - -•- - , , - - - - -, -, -, -, - -, - , . , „ , - - - , - - - - - -- . . .., , , N Ix , ,t , 77 . , , , \ „ \ „ „ . , ..,, ,, ____ / \ /7 ,,,/ i % % , 7 % , \ . .. , N ,, , . i , ,...„ ., ., ,,,.\ N , , ; % , i i ___,_ . , % % , , . , \ , . , .., ____ „, N N 7 , ,-- \ , , _ , , , , , % l __ , , , ,, --___ ,, ,_ , ,_. ...., ..„ . , ..._ ______„. , , , ,/ ; , , , , ,,, .,_ ______ ___ ,- ,... .,) ,-/ F--- --,„ . ,,‘ ,_ . / I. , I -'TRACT K. _ • 0.5%�. _ • • • • • 4895 ' '• I 1 I • • • • • • S. • • S. • • S. • • • __ 4895 • • i N 93 S. • • • • • S. S. 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I I I I I /1 / I 1 I / \ \ I I \\\ \ \ \ • \ , 1 \ \ \ \ \ V A , I \ 1 I \ \ \ 1 1 1\ 1 1 1 I I \ sl _-_ ::---.--------//// _49\ \i\ . ` \• ` • � / \ �♦ ` _ ---- _ _ - -- \` I � • • • , 9 \, \ , .` • — — / / '-------- —tea ., :::":,\II:1‘,::1::\,%.,\\\:1\\‘`1:I:,\`‘,1\\:::\%\ ,/ `, • - _ �__ 1.69----_-___ ____\\ 1 1\G) I • / / II `� `-- - -'- / �j / / N. \ I 1 ,\ \ ��I �. �V.--'• ' /�ii / \ • • ` �\--_\` / \ I 1 I 1 1 1 ill 111 \ ' / / • • • I / 4915]-- ••••'' y\` - \\ `\ I \ I \ 1 • 1 1 `\ X. \\\ \\ I /' mm SEE SHEET 78 • \ 1 \ 1 1 1 1 I 1 • • • • • • I • • • • • • • • • • • • • • • / I• • / • • • • • • • / / / I I I I I I • / II 1 : I \ / / , I:I\ ,,‘ i , • • • • • • • • • • • • • • • • • • • • • • • • • ILTJ KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FC EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DESCRIPTION I REV. NO. 4141414141414141 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR10 74 141 100.00 700 / / �OO / FO W OH X o�oc000�QQocoQoco OOOOO 0 OO�O��O� o�o�ooc�onoo��0000' o�00000OOOOOOO�OO KEYMAP LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) W I- 0 DESCRIPTION I REV. NO. 44444444 O Z H )g z Z w Q CV zzO� z U Q Z RUO z�Jp� w o_ u_ O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GRII 75 141 Of /X L1/ /I • OI / 9 / / --T X 1O ' I � / / / • • i 6 • / • • IO I0I x F-= • S. • \ \ • ♦ I \ \ • • • • • • S. • • • • • • • • ♦ `. • • •—\ ` • / • • • • \ • S. - S. • • • • • • S. N • ..5 .• • - • . • . 5.• ♦ ` • • • • �`. / / . • • • \is: s' .... s .... _____ .1 • • • / • / / / / • .` • • • • • • • • • • • • • • • • • • • • • • • • • • • • • G • • • • • • • • • • • \ • • • • • • • • • • • • • • • • • 01 ILO • • • • • • 29 • • • • • • • • • • • • \ 28 • -. ,♦ `` • `�`. �`. \ • • `. . \ —\ `� ♦ \ i \ ••` • • \ • • .` ♦` \\ •N `♦ • S. ♦ 'p ' •\ \ • • • 5. • • V. • . -• — • 1 \ - �• . • `• . ♦ •\ ♦ ♦ \ \ \ \ \ • •♦ ♦ \ • \\• X • • \ • s\ 1 ............ \ ,• . \ ♦ .\ \♦ •\ •\ 270.0 • • 1 • I I • \ 1 \ \ I •♦ ♦. `\ \ \ \ • `\ \\ \ I \ , \ ♦`\ `•`♦ ♦ \\ •\♦ \\ `\ `1 I `I 1 \ I \♦ ♦\\ \• \ \\\ \ \` \\ \ \` \ I1 ,, 1 1 1 1 • \ \ \ \ \ \ `\ \ \ 1 1 1 \ I 1 I \ \ \ \ \ \ \ 1 1 \ I , _ \ •\ \ \ \ \ I 1 1 I ' / \♦ \ 1 •\ \ \ \ I I 1 I / / . \ \ \ \ , \ , I I 1 , 1 I ; ; I 1 I 1 \ \ 1 , \ I , I ; I 1 `, 1 ; `, ; I \ 1 I 1 / \ I 1 \ 1 , I \\ 1 `\ \ \ 1 26 `, I / \ I I , , 1 I 1 , 1 1 / / / • • / • • • • • / / .' • • • TRACT • • • • • =I\ 4.6\ \ ..„ • • • • • • • • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I tit • • SEE SHEET 72 • • • • • • • • • • • • • • • • • • • • 5. 5. • • • • • • • I • • / I I I / / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RETENTION POND S1 SEE SHEET 118 • • • • • • • • H . ..--""--< • \ ---- ---- --\-7- ---- • / / • 1%1 • • N. • • • 5. / / / / / // / / I ' ..."... --'''..... • • • • • • • • • • • • • • • • • • • • / / / / / / / / / / - • / / I I It • • • • • • • 1 II I • I I / I I • • • • • • • • • 4920 TYPE "M" BURIED RIPRAP , D50=12" v ---G A • • • • • • • • • • • • • • • • • • • • • • • • • / / / / / / / / / / / / / / / / / / • / • / KEYMAP 100 00 700 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w O DESCRIPTION REV. NO. .144444.1<1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' mml 1" = 60' (HORIZONTAL) 0 Li.' R0(9h. WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER GR12 SEE SHEET 80 76 141 100.00 700 / / �OO / I KEYMAP LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE o�oc000�QQocoQoco OOOOO 0 OO�O��O� o�o�ooc�onoo��0000' o�00000OOOOOOO�OO NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) DATE DESCRIPTION I REV. NO. 44444444 O Z H )g z Z w Q CV zzO� z U Q Z RUO z�Jp� w o_ u_ O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR13 77 141 4915 / _ _ _ / / / -- \ / • \• \` \ \ \ \ \ \ \166,,. \• \\ �N / \ `\ \♦ \ \. \. ` \ \ I • \ • ` \ I`\ \`, \`, N `\ I \\ \ \\\\ \\ \ • ‘• ‘• `�• N \ \ \ \ ......... \ \ \•s. `\ \` `\ \ \ \ `\ `\ \ \ `\ \ `• ••••••‘\• \ `\ N. •• \` �`\ \ \ •\ \•\ • \`\•\` \•\\•\`• \` \` \\` \ \ \• V\• ‘ `• N\ `\\ \ • \• N. \ `• \\ \ N. \• \ \•\ S. ` I I I I I II \ • • • \ • 492 0 / • • / // / / • / // / / , / /• ./ // //- / //� //• •, ,/ / / / /' •/ ,/ // / / - / ./ .••-- ,/ r ,/ ' / / I /''''�/ // �� / 1 I • / / / l 1 / ,/ / / / I / / , / 1 I 1 / / / // \ r / • \ I I / / I / I , I I I \ / \ / \ 1 I I • \ • MI, Mp • Y ` • \ \ • \ I _ _ 1 I 1 ` \ I 11 \ \ \ \ \ \• •\ \\`\ \ \• \ •\ •I 1 \ \ I 1 `\` \ \♦ I 11 \ '\ \ 1\ \ \ \ \ \\ \\ \ \ 1 \ • \ \ \ \ `♦ ♦ \ \ 1 I 1 \ •.\ �\ \ \` ♦ \ \ \ \ 1 \ \ \ • • \ • • \ \ `\ \ / ` • \ I ` --- N / _ \s. • `\ \ \\ \ •\ / _ \\ `\\ — \ `\ \` _ -- - \ \ •.. -' • \ \ \\ `. --__ • • . \• •\ . . \ • .\ \ \ \ `� \ ♦ • \ \ \ \ \ \\•-\ \ \ \ \ \ ♦ \ \ • \ \ \ \ \ ` `. \\\ \'\ \ \ \ \ \\ \ \\ \ \ \ \ I 1 I \ \ I I I I 1 , \ 1 \ 1 I I I I I I I I I I / / I / / I I I I / / I I I ;•/ / I I /I / ii / ,/ I I I I l / / / / 5 , 1 I / I / / / I I I I / 1 / I / I i 1 I 1 I / / / I I I r 1 I / I 0) I I I I I 1 / / / / /• 1 I - I I 1 I 1 / / / / I / I I I / / I 1/ / I / l / - I 1 / // / l , l , O I / i / / / 1 1 / , I 1 / / / _ _\ 1 \\ / / / / , / / / / / I //. / / / , / / / I I / I / , a`\ / / / / / / / / / / / / / / /-\ `\ / / / / / I / / /� / // \\•(j1 `\ I / / / / / 1 / / "J / 1 //, / / / / I I i 1 N I , t/ \- / I / / 1 , I / ` / / S. / / / / I ; , \ / / / / / / / / I I 1 �\/ / / / / / I I / `\ /\\ /tpi / , / \ / / / / / / \ / \ • / II \ 1 \ \ \ ` I \ L9 \ 1 \ \ �\ ----"\ •\ ` ` \ O \ \ `\ \ \ \ \ .• \ \ \ • \ \• • `\ \ ` \ `\ \\ \`\ \` \` \ • • • \• \\`\ \`\ 1 s8, \• ` \ \ \ • • • • ` \ ♦ \ \ I `\\\ \ \ \ \ \ \ \\ I` \ • \\ \ `. •\ • ` ` \ \ • Il‘ \• -_ \\. _ • \ - _ ♦ \ I I / / I / 1 I I / I 1 / / I I / / 1 I / / , / im m • \----- • I I I / r / / ,/_\ / ,/ ` ' - - - -- -1 • • / • , • / • / • • • • • • • • • • • • • • • • • • • MI.11.11I‘ .1\7 I • • • SEE SHEET 74 • • • • • • • / TRACT L • • / • miNt m• / - • • • 24" FES INV: 4902.32 • • • • • • • • • • • • • • • • • / • • • /1 11 5 • • 1 • I • • • • 171 KEYMAP 100.00 FC OH LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g z gzzz WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR14 SEE SHEET 82 78 141 • I ♦ 1`• • • I \• • I / / • ...I .1 N. \ / 5197 // ' O \ / ' S. / ' /\.. \ / ,' `. \ / / \ / , - / •/, / 1 / ` / \ / \ / \ / • / • / I e 1/ / / I / / / �' / /'QjO / Ni,,, / / / I / / / / / / / / / / , / / / ' I / / / / / / / / / / / / / / , / / / / / / / / / // / / / / / / , II / / / \� 1 / / / / / / / 9 ,/ // // I / / / / / / / / / 1I �/ �///�// / Ii /,/ ,/ / /' / -\ , ; /, /;,/ // / , • / / /', /,, , / / /, /�'; x';154 /' ,; 1/ /�///�/��//// / TO / ///// ///'/ / / �� / , / / / // / / , I // / I// I I I i / / / / / / I 1 1 I, , 1 I I 1 I I I I 1 I I ` I I I I \ I • ` 1 I \ 1 • V 1 ` \1 , , 1 1 1 I 1 ' I I \ • 1 1 \ \ \ 1 I \ / I It I 1'/ / 1 / I 1 % \ 1 / 1 I I ` I 1 I \ \ 1 I 1 \ I 1 ' I 1 I I I V I I 1 I I I %,, I 1 I I ` • • `\ \ I 1I I 1 `• \ V 1 \\ ; 155 I ' I / I I I I I I , �1 I I i i �I ,I ; I / '/ / / // / / / / // I ' / / / , / / / ,' /I / / , / , /' / / / /' / / , i / / , / / T I �' / '/ // '' ' / I I U)17----7-2---7-7---7/// / , I '' / '' I II I / ,, //W ' ' '/ ' W/ / / ''' ' -' / '' / / '/ ' '' 0 U) /92 ' / ' ' / / / // I I / / , ,/ / , / I. W' W / I I I I 156 I I I I l I I I I / /' // , 1 • • V \ \ \ \ `\ • ` V, \• ` ` YG .\ \ \ \ • I I / / / / / / / I , 1 • • • 4920 / • -mo-1-,--\\:-\\7:::47\9::‘\\\‘‘‘‘\\:\ ''920--' - \\ 1 `, \\ `` `4 \ `•`\ ` ‘I:: • 1 1 ` \ I I / \ \ \ • \ `I `1 ` \ % \ \ ` ` `• 1 1 I 1 I / / \ \ `\ ` • I 1 / / 1 \ \\ , , I 1 ' V " I ; / / / I I I III I I 1 1 1 1 ` \\ ` \\ I -' le 3 ' 1 I II: II I/ I\, \\ \ \\`193\ \\,\`\\`,\\\ \ ''' \ \ \•• • `\ `\ • `\ \ \ 1 I 1 • ` ` • Q \ \ • V. .3 \ I I I \ \ \ \ 1 • • \ `\ `, \ • `\ `• • `• \ \ • • ` • \ • \ • • • `\ Q `I ` \ •\\ \ `\ \\ \ \\ \ `` `\ •\\• \\ \ `\ •\` `` •\• \ •\• ` `• \ • • • • \ • S. • • • \ `• • \ ` `\ `� \ \ • \ \ \ • • ` • \ \\ \` \ \` \` \ •\ \ `\ •• \ \` \``\` • \ \ \ • •`\ `• •`, •\ `\ • • \ 1 \ \ \ , • •, • \ • \ \ \ \\ \ \• `\ `\ ` \ ` `\ ` •\ \ \ • ` `• ` • \• + • \ \ • \ \ ` \ I I I I I I L • \ ` \ \• • `•\ I \ • `• , ‘%• \ \ \ \ • \ , • •, \ \ \ `\ T / I \ N �•,/ / l V `. \ S. N• ` / V `\ • \ _/ / I • `\ \ / / , •\••` \ 1 / N / I �\ • \ I /I / I `\ \I I - - ,- /- - - M. M. / SEE SHEET 75 1` / .� / / ' .■P-'- -,- \� `■■IN i_\ � T - - I • • • '',- -- _ / ---- -. `` I 1 / `1 \ • `\ `. V. `. / / 1 I \ • `� _- -- / / / / \-,/ // • \ 1 ,' 9 / INV: 4905.34 I/ ' \ \ \ TYPE "VL" RIPRAP D6" ; • ` `\ 50- Lp=4', W=2', D=1' J / • • • • • • • N • • • • • • V: • • N • • • • • • • • • • • • • 2 2 ...1\• V\ V% \ • • \\ VV\ \\.\\•:‘•:\:\ \\.\\‘‘:\t\,.1.,2•‘\\\ •‘ • • • • • • • • • • • • • 135 • • • • 1 • V I I ( • / • / • / / • • • • 3-7 co • • • VVV\VVVV \V \ • (7\ EVVE,r,t\,.\\\\\% \\ 7%1.17 I I\ \ 1: / /,. ... ' •/ • / ' ; II 1% t I\ II 11; 111 \I\ \+\ \ \+\ `\\ \\` 11\ / / / / I / I I ` 11111:1111 1 I \ ` \ I ' / / / /' / // / / \ \ `% '1-•->1 1 1 // / ' / / / / I ; , \ ,CO1'\ 55...___,.3.--- 3/ , // I / / i , 1 1(31X l 1 / / 1 / I / ' ` ` 1 .' - / / , / / I / / I 1 1 S. / / // / / / / I I + •• '- -- V. / I / I I / I I 1 \ / ,• I I I .i I I I I I I / , 1 / ,', / I I I / ' \ I• %, / / II I I 1V/ / / I \ / / / / / I I 1 • \ I \ /' I/ / / / V , j \ / / // / / , I / 1 / / / I / / Ii , 1 / 1 1 / /// I , , I • 11 ``\ / ( 1 S. • ` \ • / • 1 \ ``• ` \ • \I \ • • ` \ ••• `.` • V \ \ \ \ • ` `\ \. \ \ -`.� `.. \• \ `. V•\c_o `\ \ \ V\ \ • \ 133 3 ` `•2•\\•,\N • • \ . \ \ ` S. . 1 \ \ `\` ``\\`• '` N \`` `` S. '`\ \\:.::: \` I \ `\` `� `\ `\` N ``.` �`� `\` \\ \ `♦ I / .' I . \ • `\ `V \ l97s . `• .. `\ N / / / `\ \ `\ ` ` `\ — • `\ \ \ / / I 1 I \ \ ` \\ S. \ `N ‘, `. 1 \ 1 I ` % `- \ \ ` ' / ' 1 ..' , Q� `\ \ -.S •\ \ `\ \ \ \ \ . \ ♦ \\ ` �O \ ` `• `\ is` `. .` \ \ •` -_-.\ \ \ \ \` \ \ `s. • / ` •• ♦ \ \ N .\ I .` ♦ / ` /' -. \ \ ` \ \ 1 ` `\ '' 5 • ` • ` \ I ` \ —� ♦ \ •` \ \ / `, // V ` •; \`.♦ \ / N / I `-- �„ ./ \\ `\ / / 1.-.‘ , . \ \ / / 1 I • • • // I \`, /r'' \\ , ' '—' f— Ti— 11:1 :=1— /-- -- 4915 ----iiii=1 • / \ .`` \` ( , ` / 1 • • • , . . 2 2, , • `� TRACT 1• ` N.....................' -49/____ i' --''-- RETENTION �9/S• _, POND W3 _ -__• • • ` = • •••....... SEE SHEET 11 __• `;;.;:.`.�9;,;...::.....1'1.7.'.--...--"s••=-1...---------=---:_. 117 I�� - . `, ; _,.....N.- -_-• __ • • • • • I I I , • \I I \\ 1 `I •\ `\ I I 1 I V ' ' I N '`• •-�--'• ' / i I \ / I - • / / y /I:, • I + /--- . :___--1:, /' \\ \ 1 ‘, ':.._ • 126\ \ 1 ` I ` V - I \` • '\ / / \•\`•\ I \ \ \ 1 1 1 \ \ 1 \ \ 1 \ `\ `- - - - - -' / `\ `I I I\ 1 ` \` \I \ 1`\ ``•• '` I I / ' 3, •• `\ I I I (1 \,`, \`\, 11 11\ \ \`, \`\ 11 `I - -. V I1 ' - ` / / , I 1 I 1 V V I \ V , ,, ,I • S. \ / ` ` • \ \ \ • 11 I \\ • 3//// I I II I /I 1 I \ I I , + 1 //II/3-- ,-- . • • •- / / I , N \ 1 OHO i i I / /' i1 it / \ \ '` `_ i / I J I I I 1 I \ , I �`\ I •\ / / / \\ •\ J / / I / r I 1 1 1 yr - ` 1 • / • `\ \ / S.•`. ` `•• I / S. / • \ \ \ \ \ \ / S. . • • •`♦I I `. \ `\ `\ // •'`` `\ '`\ \ / •\` 1I 1 / \ \ \ \ \ / • \ \ 1 11 I / \ \ \ \ \ \ `-` \•\ \ ) I I I / \ \ \ \ \ ♦ \ I I I 1 / \ \ \ •`` • `\ / II I I/ 1 `. 1 •` \ 1 • •` • \ • • \ I \ \ I \ • • • • \ • ` • • / •/ I I 44 ' 1 // / / / 1 / / / / \ CJ1 • • , I j / ; `• `• / I / ' \ \ `\ `\ / I / I I \ , • / I 1 I I \ / 1 I 1 \ \ I 1 \ \ • ' • \ \• / 1 V \ N. `-• - • • // J KEYMAP 100.00 1 00 / / \/OO_ / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FG EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE �o°o°000°o°o°o°o°o' o o 00000000000000 o�oyoc�on000000' I0//I /o°o. (0)<g o° NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 60' 120' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 60' (HORIZONTAL) El Ct wc4 DESCRIPTION I REV. NO. 44444444 0 fL)g WI (NI ml z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR15 SEE SHEET 83 79 141 / x LI 0)I 11 II Il l 111 III 1 1 I 1 I I O ILL H � W 'I co zI -I I W Q IY a W W W co IC) ILL; 11 1 I I I 1 I I I I 1 >kI O ,�I O X O CJXi / I � I O I!L • N of i I i i A i • I 1 . 1 / • ` • `` • • • • • • S. ` • S. • • • • \ ♦ • --- \ • .• • - • • .• N --/ , / / 7/ N / ♦ \ ♦ \ \ ♦ . . / / / / / SEE SHEET 76 - -- - ■� �I- T - r �! �■■' `\ `' --- '' I I ; I I I I I, ,-7 \ 1 1 1 1 \ 1 \ 1 I I I I 1 I I i I \ I / I \ I / \ I I I \ I I I 1 I I I 1 I I I 1 I I / I I 1 I I I I I X. I 1 1 \ I I 1 I 1 ` I I \ I \ I 1 1 \ I I I ' / 1 I I I I 1 I I I 1 1 I \ \ I I \ \ II 1 1 \ 1 1 , \ I \ 1 1 \ I I 1 I 1 I I I 1 \ \ I 1 I I \ I I 1 1 ` 1 I ` I \ , I \ I \ I 1 1 I , 1 1 \ \ I , \ I I , \ \ \ 1 I , 1 \ \ 1 1 I 1 \ I I 1 1 \ \ 1 1 I \ \ 1 \ 1 1 I 1 \ , 1 \ X. 1 \ 1 \ 1 , 1 \ / 1 \ I , I \ \ 1 \ 1 I 1 + / 1 \ \ \ I I \ I / 1 1I \ I I i 11 \ I 1 \ \ I , 1 I 1 \ \ l , \ / / / TRACT B / I ' 1 I 1 I 1 / 1 / \ - I I , S. I I I I I ; I I I I I 1 I I I 1 I , I I 1 I __- I I 1 ----'-/I I -/ I % I I `I I '/I \ 1I '1 11 \` '\ 1 1 , , I I I 1 I , I I , 1 I / - I I I 1 I \ I \ I I 1 1 1 / , / 1 , , I I , 1 \ I 1 / , / / I 1 1 \ 1 1 1 1 1 1 I / r....... / I I 1 I I I I I I 1 1 I / I / I I 1 1 1 , 1 1 1 I / I / I I I I \ ` I I 22 1 1 - _ - _ _ _ - - - - - / 1 / I I I I I I I I 1 // I I I / IO I I I 1 ` , I I I I I rl` I I , <O 1 \ _ `� \ I I I 1 I 1 1 1 CA \ ♦ •♦ i 1 I I I d` I I I -J'S 1 \=, I \ I \ I i I I I I I 1 I I ' I I / I I I I II \ -i I 1 4940 I-, `\ `\ I I ----c `, \ `\ 1+`` ``\ ``, I\ `+` \`, `I 'lI +\ `I I 1`I '1 \ 1 18" F E S °t.7JV / \+ ^`,\ \\ `\\ '\+ A. `,+ \ `\` `,\ `\\ `\\ \ I\\ +\\ '\` `\\ \ +,` `,` ` \ `+ i INV: 4927.93 1 1 \I` I \ `, I '\ `\ \ •; + `\ `+ \ \ `, `\ \ ` ', TYPE "VL" RIPRAP ``\ `\` I \ I 1 I \\ `\ `, \I\ \ `\ `\ `\ `+ \ \` 21 ``\ `\\ \\ ; Lp=6', W=3', D=1' 1 I ' \ \ ` \ `\ `\ `\ \ `` `J \ / / I I \ , \ \\ ` I I I \ J ,` g 1. I \ \ \ \ \ \ I , 1 1 \ , \ 1 • • • • • • • • • • / I I I I I I I I I I I I I 1 I I X : I \ 1\ ‘ A\ \ X : I.:\ \\ \\ \ \X: 1. I �, �,. .` - _. I I 1 I I I I I \ \\ , I, \ \ \ ` `\ `\ \ ` • \ `\ \ \ I\ .`. - - - I / I I I \ It `\ I+` \ \\ `,\ \\ \` \ I\` +\` I ` \`` \ I I I \ ♦ • \ / I I I 1 `\ ` \ I \ \ • \ \ \ / -- / / I I I / I I 12� , \ \ , \ 1 , , ` \ / /I// / I / I I ` ` ` \ \ / I / / \ \ \ \ \ / / I / / I 1 / I \\ `\ A ` \, `� `� A ` \ / / / / I I. I I \ \ / ' / / / I \ 1 \ `\ 30" FES ` i / / / I 1 \I `\ ` INV: 4924.78 \ l / I / / I I I 1 \ / I / / / ; I I 1 \`\\ ` I. / / ' \A \ / / I , \ •••• �' / I / / / / I 1 \ `` \ `\ \ •••• I / / / / 1 ` \ ♦ ' / / 1 \ \ \ \ / \ / , / , , / I I . ` \ - - - / / I 7 I / I I \ \ , \ // / / I I / I I \ \ \ e/ / I I / / I I \ \ / I/ c ♦ I I / I ♦\\ /' / / / / / / / 3• ` \ / / / / / / Q \ \ / / \ --,-- / / / / / /� A \ ,' / / / I 1 I - - / \ \ / I I / / , \ / / / I I / / / / I / I I / -' / I I -/ / / I I I / // ) I I / ' / I I I , , I I I /, / / / I I / / I I I I // ,/ I I // �,' f I \ / / I I \ ♦ // ,, / / I I 1 S. / / /9 I I `. /I 1 I ` / / / I 1 1 `. / • \ \ .- / ,' • / I 1 \ . / / 1 `\ 1 \ S. / \ \ , \ / / , I I \ ` I• ` I / `\ `\♦ I / d' \ 1 / \ ` 18.. 1 / ♦ `, `. I /I ` . ` , 1 I I `.`• ` \ ---�\ I I I I 1 l I `• ` . \ I I I \ 1 \ II ' \ \```` / `\ \ 1 ♦. / 1 \ I ` / I I \ I . / • • • • • • • • • • • • • • • I I / / / / / / / / / / I / I I I / I / / mi / MJI / I I I I 18" FES IA - I I I • • • • • tV ZI • • • • • • • I • • • • • • • • • • • 7 ,, 7--- ,_ , Ico , , Lij • • • • • • \ • ..... • A • • • • • • • • • X. • • • • • 519 • • • • • • • • • • • KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / -7(7O EXISTING MAJOR CONTOUR / EXISTING MINOR CONTOUR FO OH DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g w 4 z R000 WELD COUNTY, COLORADO 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR16 SEE SHEET 84 80 141 100.00 / 7OO_ I FO W OH E X o�oc000�QQocoQoco OOOOO 0 OO�O��O� o�o�ooc�onoo��0000' o�00000OOOOOOO�OO KEYMAP LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) W I- 0 DESCRIPTION I REV. NO. 44444444 O Z H )g z Z w Q CV zzO� z U Q Z RUO z�Jp� w o_ u_ O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR17 81 141 �\ w w / W i00 w / / 0 D� / / / / II / / SEE SHEET 78 5- - T - - -\- - - - - - - - - - - - - I - - - 1 S. •\ • \ \ \ \ \ \ \ \\ �� - \ \ `, \ •`\\ \\• • 1 '•\ \\ \ \\\ `\ `\ •`��,-- - 4920 \A, ---- • t i l l I ; I I I l \\• - - G - _ G I I ' 1 I 1 / 1 I 1 I 1 ♦\ '..., I/b i i i i 1 - -- / - ----- CO -X I I I I II / 1 1 \ / ;� 4915 _-_--- - -. >`- - - -:: -- - , / I / I I 1 I \ i G, `� \ 1 I ` �,\��\ I 1 \ \ \ '\ •\ - , • ' - _ - - - - \ - •_ \I\ 197_ - -- 70' -196,,- - •• • • • \ N. ♦`♦♦ \`\\ •``\` `\\\ O `\\ \\\ `\\ `\\ \ \\\ .5.,\\\ '' 1 - _--______--\ -``-_ --_'/ / / / •/ // /'' i • `\` N.\ \ `\ • \``\ O • `\ \\ \\ \ \ \\ \`\ - - _- \ \ --------- __S... `\\ / I / / /// N\`\ N ♦` • • •`• ` •S. • \\ `\ `\ `\ \ - ��-\ \ - --- I \ ♦ / I I / S. \ Q '` • `` `\ \ \ \ ` N. - V`T `♦ / / % I I / / • ` \ \ ` \ .... 57 �� ``-__ '-- -/ / / -♦• \`♦ \\ ` \\\ \\\ \ \\ \`\ �` - _ \ Os / ; /, 5` \ ♦• • `• \`• • 4900 • \ - / / \♦ �` INV: 4886.16 - - / ,' • \ - - 30" FES `\• _ `\ \� 4895 - - - 4893.79 �-- `-- 4890 _ - - `• T 1� '- -- - / `•2.0% \ . 0.5% `` �� - - - 4900 / • 1 1 / / .... ----, / I 1 1 / I / 1 1 I I I I 1 I I I / /- 1 I I I / I I I I I I I 1 I I I % 1 I I 1 I / 1 1 1 I I I /. I I 1 I I I / 1 I I I I I / I1 I I I I I / 1 I 1 I I I 1 \ 1 I I / / I \ I I I I I \ \ I I I I I \ I I I I I I I 1 1 ' I I 1 I I 1 I I I I I I \ I 1/I I 1 I \ 1 / I I \ I I ` / / I I I I 1 I / I 1 I I I \ / / 1 I 1 \ I 1 I / • • I • • • • ) \• • \• ••- • \• `• \ \ • \ • • \• 1 I• ▪ -` `I • • • \\ \ • • • \ \\•\ `\ • `\ • \ `\ d• • 'ds ` \ -• \• \• I I I / • •• \ . 1` �99_• ` / •\ I •♦ \% \ \ \ \ 1 \`\\\\ • • -`\ I \\ \\ 1\ \ \\ \\ • \\ \\ • ,\ 1 I. • „ - '`\ \ • \ ♦ `♦ \• • • • • •1 \ \ \ \ \\ \ \\ / - ' - ♦ \ \ ., •\ \ • \•\ •\ \ •\ • \ \ \ 1 / N. ♦• \ \ •1 \ \ •1 \ \\ / `\\ `\ `. `\ 80 `\ I ` ` 1 \ \ \ / S. S. ♦ \ \ \ \ I \ • / \ / S. \ • \ • • _ i 1 N. \ \ \ •` I \ • \ \ `• \ ♦ I\ \ \ \ / / \ ♦\ `♦ `\ \ \ \\ \I • \ `\ \ I / \ \• 1 ` \ I \ \ \ \ a\ `. , 1 \ \ \\ \ \ I \ S. \, l ; \ `\ ♦\ \ ` 1 \ \ \ \\ \ S. • S. ; I \ I \ I `\ \ `\• \ • 1 1 \ S. / \ \ ` • / I I \ 1 I \ \ \• _. ♦ \ , \ • • .\ \ \ \ • , X \ \ -.\ I \\ • \\ \ , \ \ \ \ ` • \ J I I I \ `• ` \ME \ - - N • • • S. S. S. S. • • \♦ • • ▪ • • • \ • • • • • \ \ \ • -`. 4885 • S. • • • ♦ S. S. S. • S. \\ ..___ 98 • • • • • • • • • I I.01 !H\ 1 co 0 • • • • S. • • • • • • • • • • • • • • • • • • • MIN \ X X X \A I I I I • • • 194, I • • • • • -55 I • • • • • • • • • N 490'5 • • 4900 • • 95 • • • • • • I mw mfm KEYMAP 100.00 / II II LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g z R000 WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR18 SEE SHEET 86 82 141 \ ♦ \ I\ \\ \` , I \. \♦\ \ \ `\ \\ \ ` \ O cot Q \ \ \ \ ` \ \ /- ♦ X. ♦ \ \ \ \ ♦ \ ♦ \ • • \ • N• ♦ • • • \ O) • \ ♦ ♦ \ 4905 4905 MEADOWLARK LANE` I' I I I I I I I /' 1 , /- //- / S. S. \--- \ S. `•`\ \ / \`---- 4895 � / I' / / / / - / / /- / ,, -- , / / ' / ------ 4880- I----, ---- 4880 ___- ,- / I. - - - - - - ♦ / / 4895 / I I I I_L /, _ / \ 489 4890 - - 4885 \ \ ♦ \ �S. 7 __- - / \ /......._, N • • / \ \ / _,---- - \ / \\ / / - I 1 / ....."-..........% _ \ J I / / \ , / / / ' '• \ / / \ \ / / /' ii,..1.__------, i \\ '/ I /•-.........' '' • 130 ,- MI IMI • • ME SEE SHEET 79 • • • I / • • t • F, 2 \\\ ‘ \\ \\ ,‘ \ „, "•, \-.. N LO • \ \ 1 \ \ \\ `- -,- TRACT 1--- ` -`-. `. -` \\ \\ \ I i 1 I\ I \\I \ ` \\ \ -`- `\--.` �` \ --` \` .\ \ --- • '' - - - - -- - - - Q9 ` ` \ ` . \' 1281 1 , \ ; 1 I ` 1 I I; I `\ `, `, `. \ `, \ `\ \, / -- \ „N.,,,. ♦ ` \-- \\`‘`,\ \ I \ \N I 1 I I \ \ .. \ \ \ `. `. \ \ \ _ \`\\\\ \`\\ \ \\\\ \\ \\ I Il \I OI ; I III I I 1 / //� 1 `.`-_, \\ \ ``•. ``--\ ```. •�`� \ ` \\` ♦. ``. II \ \\\ \\ -•`-. \ \ / / / , // /, / -_ �s ``\`\\,`\ \ ` \\\\, \ I \111 1 \ 1 I 1 ' , I 1 11 I i / -` \ \ \ \ . \ `� ` -� \ `` \\ \` •-._-- -� ` / / / / / /✓ / , ``. \ ` \ \ \ I III \ 1 \ I 1 / I 1 1125 \/ `` ```. ♦. \� \1 \\ \ --- -` 129 •` / / / // 1 1 1 \ \I 1 ; 1 1 1 I 11 I / / i I I ' `` .- -` `\ `•\ ` \\ 11 III iIiii I 1 , 1 1 I , 1 , / I /,�--'' -.`` 1 \ \ \\ `\ \ `•\ , / I 1 I 1 / \ ♦ / ` �`••• \ \\ ♦ \ \ \\ \ I 1 I \\�-__ / . \ `\ `\ \ \\ \ / / / ` , `\ \ \ •\ •\ \ \♦ `\ • ` I 1 \ `.\ • 1 ' `\ \ \♦ `\ \\ • `\ \ II 1 • ___N \\ • ` \\ \\ ' ` ` ' ' ` \ ` \ ` \\\ \\ N N 2: 11\ \\\‘ 1\1‘ _ 4910 • /-' , , , / 1 I \ ` 1 ` ` ----' /' - sz9 `\ /' / ,/ / I I 1 I i `\ \\\ `\ \\ / I ' �-� 24"FES ♦ ��- - �� }1�� =ri1.74915 - / / /-,- /, ' // `\ - ,','/ I 1 1 1 \\ \\ \ � / _ - ♦ `\ \ � \ \ \ '( \ / :, ::::," / / � / / , 1 / � 1 , I , I / 1 _ _ _ _ - \ \ \ � / / / / / / / I \ 1 ` \ \ \ `1I ' / /' ----- -` `\ `` • \ \ \ \ I I / / / , / / , l / , , I / . \ \ 1 •1I / I/ ! \ / 1 \ \ \ ` \ \ \ \ I 1 I I p I/ \ ` / / / / \\ \ \ 1 I \ \\ iiii...\i, s s ♦ \ \ / / I I / / /' . \ . \\ \\ \ \ \• \\\•••‘ \ .` • \ \ , / ,/ , // / / / , / I , 1 I I \ \\ • \ \ N . \ • \ \ • I 1 \ \\ \ N. • • \ \ ♦ \ / / / / , ' ' / / • • / 1 / I , 11 / i '''.--..."...' ‘' N \\\ \V\V \\ '' \\•N\•:'..'' \''---:-...".'///////////'////'/////1/1 /1/1 li : ) -' `. \ \ \ \ \ \ ,\,..•,..:•: . . \ . — 49/5 /',/' / /- / / / 1 1 I , \ `` \ ` \ \` \ N ` 1 I \ \�-` I / \ +.. e _ / ? / / 1 / / / , / -. \ \\ \ ♦ \ \ \ \ ..\ `. `.• � . --- -' / - ,- / / 124 1 1 `\ \• `♦ `\ \ \ \ `. ` \ \ 1 , 1 \ \ \ ` \\ 1 1 / _�'� TYPE VL RIPRAP ; 123/ i// i i ` `\\\\ \ -----_ ,'• ' / // ; 1 \\• \ \ \ \\ ` . 1• ♦\ • I I il ..--`` `♦ •/' ' /' / / / // / / __ • /S. \ \\\`\ \.:::::::, • \:::: •.;�. `. •. \ `. �,`�_ �,-' - / , , I I / : `\ `S. \``•`S. ` __- / ' I / / / I / :: \\ /// • / / // / // /'`. \`,\. `�` \ ._ / i 1 I . \ ♦__ . .. ` __- I/ / / / / / •`- ``-`..... _- / / /,/ // /// // / / ,' -``.``\``\`` \ \......:N. �. `\` `��`♦\ 0:9....1,07......:...1:1:... 90 ` _ /' / / I / / / \ \♦ •`♦ \ `--� -\ '/ / / / / / I / - / / ` `. `\ \ ` N ` \ / / 1 \ ♦\ \ \ // ,/ / / / / / \ _ - / _- /- -' / / / / /_"-. '. `♦\ ♦\ N ••••`• `♦\``♦ \ `•.... ``\ --♦`•` \ / / /--' / ' ' ♦ `• `--- /' /' /' ,/ / // -•• ........ -� _•` .,_,....I '' ' -'' /' / / / / / `.` ♦\ ♦` S. \ \\ `. `\ `♦ . `�. ` ``\ / --' / I ' ` \` •S.. S. ,/ / / / - _ -/-' / // I,•• -/ ; -- __ --;-' /' / /' / I / • /\ ' , `, , N ` 900 __TRACT GI \ - _ -- -' / ,- / / / N ---' - _ • • • • • .......................... . 5._ I I 1 / , / ,/ i - \ . \ . \. O `\ `. •\ \ \ .. -/ ♦ / / / / // / -- I 1 1 r // /' /- / / \ .\ \\ .\ .` \` \` \ .`_ `.`__ - / \• \ '-_ / -/ 1 / // /,- -,/ - 90 i-_- ...• I-. \\ ` I / /f ,- ---... /, / / '___- -. \ \ •`. •`\ `\ `.`\ •.`•S. `. `. \ ` _ . / \\ ,- --- - / /' // ,' ,// / / - _ ---,-_ -- / / I / , , /' S. S. \\ \ \ S.S. . \\ `.` \ ` `_____ \ , -- _- / / / / /' '/- ,/ _-'- / / // / / • / / , / • , / ,- \ ` \ 120,, \ .� / / - / / / / / ,:,./..,"; ;,/,"';,.........,...."-:„‘ / / - -- �� 122 / �-- /' ,121 ... \ `. \`•`. •`\__` _--_ --_-- __ ___.:,, '/ ,, ,, ,, / /, -, /' / - / • •,„ :, „I, .,„,/ / i/ / / /' / / 4880 \ ---,. ::::::71 - ............... /•"'.._ , /' ,- / /' /' , /' /' / / /' / / / / I / / / --- / // --- --.": --- - _ ___.,- _."- _-- . 1 _".. - s- - - / / / / / / / , ----_ / ' ``` -- -- - - - - - - - - ' ' `` - /".„„--"l„,-"„,-",-"„./ / / , I / / •/ // ,/ ',/ / i //- '-/ - - ..--- ,-- .---- ,„ '/_/ /,/ - _ S. . \ _-__- _-.119-- ,._--`_____________.... __ - �/- ��`_ , ,/ / / //',--/,/- -,/ ,/ ,,/ / / // , / / / / / - / / / ' '7-_.4 /' -/ -- f ' ;:i/ ' ' / - __-___-_-_�____-_-_____ -- ''• -' „-- / -' _-'' ' O -' / 4885 - ��- / �.- 4875 - - - ------ - - - - _ ------------------ / \ - -' ABA,/' +-- - 4880 - ---- - - / _ '' '- z bcbb __. ______ ------- ---- _ __ ----- f,___,/ - �\� ----- \ - fie- / 7I. / �� , 4865 — ,__----- - \ ; I \\ \ \ 1 / r / 1 24" FES INV: 4903.25 \ MEADOWLARK WAY , 41.14- ••• • • • • KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FC EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP Lc - DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g cx z R000 WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR19 SEE SHEET 87 83 141 • • • • $ II 1 1 I i5...... ` ` I ; c2... Xn d • /I /I 1 / 2' / 1 ` / I _.' • %'4 O Lu ;; W ' I (D • _• \ /I / X • 1� I ILL '' 1 I I I \ p \Ov ' \ 1i S. x; I 1 \ . \ / `. I/ \• �„ . • S. - I /p • \ `. , \`.• • • • , / x 1 1 1/ I \ a / 5 / I, ' / / / / /• / / / / / , / / / / / / / / / / / / / / / / / / I / 1 / / / 1 / / / / / ---/ / / / / / / i ' . / / / / / I , / I -- I ' 1 - '/ --'' / / / I I -' /' /// // / / / 1 / % l / I I ' I _____...• .' / III I I I / 1 I I , --- - F / ,' / / I 1 I I , l .....-•-----.- - - / / / / I / / / I I ,/ I , _ _ _ , -' / / / / / I / I / I I - _--' / ,,/ , / / / I ' I ---- / , / / / / / / / _--- _ i / / / , / / 1 lfj -- -- ,/ / / / / / 4gq-5 - -------- 14 , / / , II/v / ---- _-- -- 7 �/ I' /' / / // / ' --'- ' ---'-" / '' /' ' ' / / / / - - - /'''' ''' /,-'''/ /�� ' ; / - -------------- ____ ' 9 / _-_-- -- / , / / --- _ / I // / / ,' ... .- - �� /.- , , / / / - - - - - - ' - ' / / �- _ - I. / / / /' / .' - - / / / / ,/,' ,' ---- ___---- ,,-1 / / , / , / _------ --- - /13 ........................::_-_-_-_-_-_-_-::::_„--- I i I / / I I �� / ' I ,- / h I / '' I / / i...._,..... I 1 I I / I / '-- I r i ' i I I I/ //////....---- /...."....•-• I I I I I / I I / / / I' I I / / r I /,- '---''" -_ I I I I I 1 / / , - 1 I I I 1 I I / / ,/ -- �. I / I I I I I I / I i / / ,- ,� 1 / // I I i 1 I I I / / // \ I / / / 1 I I , 1 I / / , �``_ \ I I I' I I I I / / '-- �` I I I , I , I I / / , 1 l I I I / / I I I I I i I I I I l I I / /' ' '' II I I I I , ; , 1/ // /' , ' -/ ---- `�. / , 1 I I / - .' / I I i I' I ' / /' 12 / I I I I // I / / / I 1 ' I 15 / / , 1 , / SEE SHEET 80 TM I I I / I it / II / / / / I • • • • it I I I / / / / - / • • • • it • • • I I / I I 10 • • • • N. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / / • • • • , N...., :\ '5N:5\s., \ \\ / 5. • • • • • • .... s ' .. . . . • ‘........... • N :: \N‘‘. s..... s. S...... ..... ' 2: ..ss.....1'.....‘NNN..........:N......... 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KEYMAP 100.00 100 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 z ROOci oo_u_o WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR20 SEE SHEET 88 84 141 N .♦\ \, • \ ` \ _ \ • \ �• .♦ •♦♦ \ •\ \• ♦• ♦ \ • \ \ \ 53\ \ `\ ` \ \ 1 ♦ \ ' \, `♦ \ \ 1 SEE SHEET 81 ♦♦ \• `........ ."•., ``�� _ 1 / / ��i / 1 /-Y- --- / / ,- ---- --.- ♦ \ -/ Ch 1 / l I I 1� 1 / , I / / // /,-- / I / / / ♦ \ 1 1 1 I I \ / , - -,' I i / / / •/ / `�� \ ,' % I \I0\ \ -' 1;/ ;/,/ / ,/' / /I •/ / \� �.�i \ 1` \\ I \ \\ I I 1 ,'/ ,' ,' / / / / --�� • / \\\\\\ \ �j/ , , / \ \♦ ♦ \ \ `�` \ - -7 \ �\', �� / / //' / //' ,/ / // • , / , j / I `\ `\ \ i 1 \1 \\ `, ^ `I 1 I , / / / �� / /' , // /' \ • I \\ 'TIN'RACT F I I / ,// /-' ` 492 I 1 1 \\ \�• ' / I 1 \\ \\ 1 1 I1 1 I I / / ' %" / ''/ / \\\ / 1 I \� \ , \ \ II 1 I // / / / / 1 11'~ \` ♦\., \ ,I II i 1 1 I I 1 /' /' I / \x I\ \\ O \` i ' I I i I ; / 11 ,1 '\ . \`\ -♦ \I l , /' \ Fie 1 1 I' 1 i / / I I \� I}� i I\ III 1 1 / �I V O 1- /; 1 1 1 1 / 1 I , `\ / ! / I I , I •�S , I I / i-, ,,/ III i i / 1 I / I I 1 / --... , , 11 I I i I I I I I I I I I / / , I % l / 1 I I , / I 1 I 11 I / I / I , 1 1 / / / I I I I 1 I I / / / / I / 1 I I 1 1 / r\40( / / / I I I 1 1 1 1 �/ / / 1 , I I / I 1 1 1 i I / I I A (�,V / / / I I 11 I I I I I i II I I I �v) / / 1 /l ;I , 1 1 I I / l / 1 / i I I 1 I , / / / I I 1 1 1 l 1 1, I 1 1 , I i �..,.. l / i / / /' O / 1 , 1 / 1 1 1 1 / 1 i t 1 / I 1 1 1 1 \f / ' // ' /'' /' o7 / // 1 /1(,�l I1 / jI 1 / /I I 1 1 / 1 II II �1 I / I 1 I I I \ _ / , / / / / / /• / / , / 0� / I / l� I 1 1 49 / ; I f 1 ---/ //, I, I // 1 O 1 1 1 1 I1.-0 I/ /VIC: II I/ ,,‘ - ♦\ �' �' �, �/ l \ _ " • ,/' ,'' //,/ /''�' �' /� ' �/ �i it i' i i' r i 00 /1 /I/I 1: / / I / I I / , ,/ / // / / / I I 1 \ A ♦ -'' /' ▪ /' / /' / / , / , / / / / / / / / / / ------ - , - / \ 571 ,-- • / / / , • , • / / • , / / I • \ \ ` V ` •` `` } \ I \ \ `\ ♦ `\ \ 1 \ ♦ \ \ ' \ \• ` ♦•\ \ \ \ ♦♦ `• \ \ \ • `• `` \ ` ` • • \ ♦•\ \ ♦♦ \♦ • w ♦♦ \ . `♦ ` \\ \ `♦ `♦_ ♦, `\ \ \ ♦ _-• \ \\ 62 \ ` ` \ ` \\ -. ` ` `♦ _ \ ♦ ♦ \ \ _`. ♦ \ \ \♦ \ `. \ \ w i<- . DESCRIPTION I REV. NO. aaaaaaaa SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE I I I I I I I I col uj160 LLI II COI W WI I` \ \ �Mr IMF �� MIEr • / ` II \ ♦ ---- •-i I ♦ , `\ 5' `I \. I I 1 `\ ` ♦♦ \ \ \„,. I `\ `\ ♦ \ \ \ I ) I I ` 1 ` ` ♦ I I I 1` N `\\ , I 1 , •) , \ ♦ I ,• ' 1 \ \ \ I `• • `• \ 1 \ • \ \ \ -• ' / \ I `I \ `\ \ •N \ \• \ I • 1• • `♦ \ ` , \ I 1 1 \ N • \ , 1 \ \ `♦ I \ \ 1 \ \• • \ 1 ♦ I •5_ 1 I \ `` �\ `,` I 1 I ♦ \ ` 81 ` \ . I \ , , \ , ' \\ S. 1 I ♦ • \ \ I ' • ` \ I `I I \ A\•I V 1 , ` I `� `\ \ \ I \ I 1 \ \1 I I \ I 1 \ I ' 1 \ I I \ • C'0 J .` • • • • • • • • • \ • \ ...„.. / . / `. -/ ▪ • `• • ``_ • ♦ • • • • • • • • • • • • 1 `•, • 59 \ ♦• ;\ • • • • • • • • • • ♦ • • 1 , ♦ ♦ • • • • • • • • \ , • • ♦ • \ • ♦ , , I 1 1 1 • • • ♦ • • • • • • • • • • • ♦♦ ♦ ♦ 1 ♦ ♦ 1 \\1 • ` • \ , ` 1 \ \ 1 I \ \ I I 1 I \ N ` ` ` `\ \ '`, N `1 \ I \ , 1 1 \ `\ \ `\ `\ ,, `I \\ I 1 \ 1, \ \ ` ` / 1 I I • \I I /I \ / ♦ , , I \ / ` \ 1 I / 1 1 I I \ I • 1 \ 1 / \ I 1 I / / 1 I 1 1 / I I I \ / 1 I 1 , I I I I 1 ' I I 1 , I I I 1 I ` / I 1 1 1 I • N I 1♦ \` I • • • • \ , 1 1 1 / / / / / / • • • • • I 1 • • • • ♦ ♦ ♦ • • • • • O- 3 c 1 • 58 \ I I \ \ 1 1 , \ \ ``\ `. `\ I \ cp \ 1 ♦ \ 5' \ \ \ • • / / • • • • • • 1 I ` / • • 1 1 I I , I I I I I I I I / I / I I • • I 1 I 1 \ \ I 1 I \ \, 1 1 \ • \1 ` \ I \ `5- ' 82 / 1 \ `♦ I 1 ♦ \ I 5. \ ♦ ♦ \ N •� , ♦ �\ \ `, ♦� \ `♦ `, `\ ♦ ♦` , . . . . ` ♦ • • • / • • • • • • • • \ � a 30" FES / INV. 4875.25 30" FES / INV: 4875.25 i I TYPE "L" RIPRAP D50=9" Lp=25', W=13', D=1.5' FAIRBANKS DRIVE e i • • • \♦ • • SEE SHEET 82 -.♦ • • .�` \ 1 1 1 1 4880 `- 4880 • • • • • • • • • • • • • • • • • e--'• ` / \ / \/ `♦ • / \ I • • • • • • • • • • • • • • • • • • • • • • • • • • 4880 - • • • • • • • • • • • • • • • • • • • • • • �_ - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S. °K!, • • • • • • • • • • • • • • 4875 - - _ • • • • • • • • • • • SEE SHEET 90 • • • • Im 1 • Lij .....—,......"—• So • • • • • • • • • KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO DATE DESCRIPTION I REV. NO. 441444444 O ;,)g z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR22 86 141 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE DATE DESCRIPTION I REV. 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I • `-_ \ • • • • --- \ • • • • • • \ • `\ \ ,`, -' / I 1 `� \ / 1 1 '< 1 / 1' ` \ \\ \.,' ice,, �/ .. •\-- - -: \• •1 1. --- - S � \fit===------- / -% ------ 7-74920 • \ • \ S. \ • \ \ •\ \ \ \ 'I \ - • - - - - -- =. Me - \ \ • \ \ \` I \ ` --v--�-- / • 497 \ • \ //// ---- \ • • • • • • • • • • • ,- / / / • • • • 100 Lu co Lu • -- ___�_-::::-..7:::::::::::::::::::: --:.:-.7-:-._1:1- = ------ = --------------------------------------------- __-- -- COUNTY ROAD 32.....,(-)1,---,__----- ==-= � -_ _ - _ -v------ === -- ___=____=_- --.7-------_, _ _•_ -__ __ = ___ __ =_s-__: __ - ---�-i AH }( OH X X �Fi� ` �,�- OH ' �':, \ - 3C� 'n� �'-� v ♦, `\ (SEE SEPARATE PLAN SET) 1 // f- 1 I \ I / / G / G --___---��- -�G`_, G� -G- - G G• i I G. G- G G_I/G�G-TG G G� G � G i iG CO i G G G G .-G �., G � ,--- G \ \\ '� . - l , G G �./ G \ 1\ G ♦\ \\ G \\ \ Gam_ G •G\\ G ; \ \\ \ \ / ♦ \ ` ` G \ G`\ G G GAG G • • • \ / \ \ / I ``♦ .... \`• \ \\ \`\ I I \ ``\ `•`•```•`'•\ ` •. ``♦ \\ ``\ \ `\ I / N ` N. �`. •/. `\ \ \ \ I 1 \ • •`. `\ `\ `\ \ •`. `\ `. \ \ • • • • I I I \ I / • • • • • • • • • • • N. /•I • \ • , \\ . • . \ _ \ • • 57,-, • • • ,...1. ". ------- -. •-• ."-: - "0 .... • • 1 I • • • • • N. • • • N. A ,• . • \ \ • • • • • • N`\ •1 1 / / / ii I I • ♦ -- • • •....„ • • • •_ ` \ `♦ ``. •.♦ \ - • `•1 I \ • N. . , _ • • • • / • • / \ \ I I I ' ' I `` • • • ``• • • •• • • ` • _ • • • • • • • • • • • • • • • • • • • • KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / ,/ EXISTING MAJOR CONTOUR / 707- EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. <4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO mmi 0 iu2g ROC9E WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER G R24 88 141 \ I I //I 11 11 J uN9' col F- w w w 'w^ 1 V J I1 r _ • N rn �� _ _ - _ _ r _ _ _ - .' 30" FES / INV: 4897.25 I 4905 CULVERT 40A CULVERT 40B� •` \ �^ `\ 24" FES \ INV: 4902.96 II I'll I 24" FES INV: 4902.93 TYPE "VL" RIPRAP / D50=9" Lp=25', W=11', D=1.5' 24" FES / INV: 4901.78 24" FES INV: 4901.92 • I .-- 'I / O) / / It/ 1 / / I '- /, 1 ' I I '- , I / I L. /, 1 I , ' ,' ,' , / / / , / / , , ,' ,/ ,r / I/ / / I / / / , , / , / / , , / I I / / I I I I , I ' I I / I .'-_ '� I , 1 ` '' 1 ' /' \ I 1 / 1 I ,',- / / II .' , / '/ 36" FES I -'' INV: 4893.64 I ,' ,,' 1 / , I \ .- - I ' /' / I / ' / I i / / 36" FES It I / / INV: 4893.64 I I I / / I I I I / I 1 I I 1 I / 1 ' ' / 1 ' , I 1 I I \• 11' I 11 I' I 1 , \ / / • I 1 \ I 1 / 1 1 I \ \ I 4/ \ 1 , • \ ' 1 ' I / 1 ' \ ' N i ' 1 , \ \/ \ N \` \ 1 ` ♦ 1 \ ♦ ` \ , \ 1 \ ` ` 1 \ • \ ♦ \ • \ • \ ``• ` `` `\ ``` \ I\ \ I `` `\ ` \ \ \ I \ • \ I A V • A • \ I ` \ `• \ `� \ '\ \` \ . \ `\ ' 1 N\ `• `` `\ \ \ • \ • • ` • • TRACT B \ \ \` \ \ \`` 1` 1 ` \` \\ ` I\ . • ``. \ \ \\ \ SEE SHEET 85 I - - - I I - .M -•5- T \ \ I ` `\ \♦ \ 1 \ \• 1 \ • • • \• , \• 1 • \ \ FAIRBANKS DRIVE H _C)Hi -Oki k R - r ` i-__-.."--)z,_71:115--- / / / / ',i G-- G / G G ,' G G \ Grtr\ G I / \• `I • 1 11 G. G G G G G G G'- \ / , .` .` \\ \ / /' \ \ I ` `.• `.'S \ / ,• \ \ ` // \ • \ / • \• \ \N. \ \ I \ \• • \ \ \ ' \ \ ♦ \ \ /' • \ \ \ / 57. I� I\ \ • • N \ \ • •' \. • \ •`\ \ \• • \ \ • . \`• \• \• •\ I `. r ♦ \ S. \ • • \ \ `\ `\ \ \ ` • `� `\ `. `\ `\ \ \ \. `\ \ •. • `\ �• `• ` `� •\ ...``� ``\ •``\ 9O \ s \• \ ♦' • \ •\ \1` \`` •``` \•```•\`•\` \`` \\ -•` • • \ \ \ \ \ `\ \ •`\ • •\ \ \ `\ s.\ �` ` `\ `�•\ S. • \� '9 •`\ `� S. `\ \ `\ \ \ • ♦• ♦ . \ ' \` I• • • • • • • • • - • • `\‘'....*".\ `� \ • • • \ \•\ ♦` \` • • `\ \ `•` 1.---....\ `\• •\• \• \ \ \•\ \ ` `• •• \ ♦ • •\\ •\ �` \ ` `♦ \ ♦ 1 `. \ \ `\ -• • \• • • • N \ •' ♦ ' \' I -- I I 30" FES P. INV: 4891.00 36" FES INV: 4889.00 TYPE "L" RIPRAP D50=9" Lp=30', W=16', D=1.5' \I 36" FES INV: 4889.00 \ L 1 1 • • • 1 • N.\ \ \ 1 I \ \ it TYPE "M" BURIED RIPRAP \ D50=12" \I • 1• \ \ \ - \ \ 4890 N • • 1 I \ \ I '1 \ , 1 \ I , 1 \� -----------1/--: �\ \` \` \ `I ' -------------- `. ` \ ``. 1 I 1 ```\ \:IAI\'�, 1 `1 \ 1 \ ��• .-\ \� '. ‘:12':\\\\ \ • • • \ / �` 11:1‘ �` \ / / 1 `�` `\ \ `•. ` •11 `\ / \ ........ • 1 \ `� `�"� \ 1s..._ — _ `i I \ N ' • ` \ • `� .• \\ I \ • \ \ \ \ \ — • • N • I 1 / - \ \ `\ I \ • 1 '. • \• ` ` 1 I — . \ '\ \ / I I --- -- - -` \`` �` \` \` \ `• N 1 • I I I \ \ • \ \ 1 , \ `1 -• \ 1 / / / ' ,' / \` '\ \ N •l '• , 1 '\ / , / I \ \ \ \ ,•` I • • i• / / / / \ I `� \ 1 \ 11 I \I • / 1 \ \ \ \• • • • / -, / ,, 1 1 I 1 \ 1 1\ I 1 / / • \ 1 \ \ N \ 11 I 1 ,, 1 \ \ •` ‘• ‘• \ 1 1 / / ' -1 1 I\ 1 `\ `\ \ \ 11 1 ,,'' / ' -' I 11 \ \ • `\ \\ \\ 1 1 1 1 / 1 1 \ 1 1 I / I , l 1 • ' ' 1 1 1 I \•1 /1 I ' I ' \ ``• " `I 1\ 1 I I\ / I \ \ 1 1 1 \ \ I \ \� \ .. / 1 1 1 I I \ • \ • — - - N. — — — — \ %1 \ 1 \ 1 ' 1 1 • ` `. ' 1 1 I 1 ' 1 ♦ \ \ 1 1 I I' 1 ,.' \ \ \ ' I I I ' I 1 / \ 1 1 \ I I I I 51 I ! i 1 / 1 ' I I I I I I �`. I I I I �O I I I 1 \ 1 1 I I O / / I I I ' \ ; I I 1 O I / 1 `\ 1 '` '1 I l 1 I I / I I I • `` • • \ I I I I I I \ I I 1 '� \ ` `. I I I I I 1 `1.` I ) 1 \ 1 I I ' I I I . I / 1 , 1 I I 1 / ``� / I _/ II 'S 1 / / I i 1' I / I / 1 / /i I / , I , 1 , / / I I `. �v ,' �_ v i_ / v i / / v / / L ". J OUNTY ROAD 32====------------- _�-__+�-�u� "/ � �,� =_ ____- (SEE SEPARATE PLAN SET) ul `------- .`\ �/ ,% / / /� i, /t. / i /, '' / //b' •, ' G \ G G G _ G G I G I / / / / I I ' I , / I I I , 1 \ — / , / / / I / I I ' I I I / G G G G G G G G -;G= • �� G( I I GI' I 1 G 11 1 '\ G \ G /1G Gt G \• 1 G G \ G G G G\ G \ .` '� , .\� ``I G \ ,� I O I 1' ` • ``I \ \I \ `` \I 1I ' `� '---� \ `, 1 ' 1 I I II I 1 I \ \ \ \ ,'/ \ \ I , I I \ I 1 I 1 1 \ \ • I I , , / ' I I / / / / / I 1 ` 1 \ / / / )I I I I 1 I I • `` \ \`1 ' 1• '•' / 0 / / / / / ' I I I f `' `' \ I\� b(C)I°1 / / // I I I I 1I• I \ -N ``� ``. - - / ' / / / / / I / I I I I I I 1 I • ` �9O•` `,/, / // / / 1 I I I I ` '` s .. / / ,/ /' / ,' / / / 1 I 11 1` `\ \• `N.. \ - `. /' / / / // / / I / 1 1 \ 1 1 \ ' ' / I 1 I '\ \ ``�`•_- /'� /� / / / / 0� / I i I `\ •` \ 1 \ \ \ ---- .'' - I / ,' / ' ' ' �� I I I I � ♦ `\ •` 1 \ \ `�` -'' `\ I / /'-/ / /' / I I I • '` 1J\ \ \ 1 I, • I / / / I I • 1\ \ ` ``` , -' / / ,-- . 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' / / .. • I \ I • . e a♦ • /,/ / / // /, / // / I \ \ \A„ \\ \ \ N ------- -- �•� \ \` .' ,' // ,/ /,, / /, / I 1 I 1 'I 1 \ • • • • • • 1 ` ....... \ ------------- i ,, -/ , / / / / / /1 I \ \ \ \ \ • \ • / I • • 1 • . `� ----- .' ,' ' - / I / I \ •` \ \ 1 \ . \ / -' -, /, / / / I I I 1 , \ \ \ 1• / • / / ' • \ ` • • 1 -`�` / / // / / / /' / •``\ • ' ' \ \ `• \ • • • / • • 489p I/I • • • N l \ • / • • • • • • • • \ \ • • \ • \ 1 \ • • I I I 1 --`I 1 I I \I I I KEYMAP LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE ,OOOOOOOOOOOOOOOO0, �OOOOOOOOOOOOOOOO�, �090�0000nooQ00000' NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP W I- 0 DESCRIPTION I REV. NO. *1*1*1*1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 Z ~)gZ w zz00 Z U Q Z RUZO zJ� W So_ u_ O WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR25 89 141 `\ II / I I 1 , \I \ • \ I 1 1 1 •r • \ / p \ A FAIRBANKS DRIVE: I I I • • • • • • • •. • 02 • • • / \ I I 1 1 \ • \ •• \ . • ♦ \ \ \ S. \ • \• \ \` `•` \ `. • \• \ . ♦ `• • \ \ • ` \ \ `\ `• `\ \ ` \ \ \ \ ` \ \ ` \ • ` \ ♦�` ` • �, `,• \ \ \ • I • ` , \ \ 1 \ \ I \ \ A \ 'l ♦ ` \ \ `\ \ \ \ • \ \\ • \ \ 103 ♦ I. 4890 • • • 1 _ I I I \ / I I I I /\\ I I I / I 1 \ I I •. I \ I ( I I \ 1 I I \ I 1 I / 1 \ I t I I I \ ` I • •\ \•\ I I•I 1 \ ` • 1 ` \, , \ \ \ \• \ • , 1 I \ \ I I \ ` \ I \ \ \ \ \ \ \ \ I 1 `� `\ \ •I \ •\\ • \\ •I_ 1 •\ . `� \ \ •\• \ ♦ • \ •1 \ ` \ \� , 1 \ \ ♦ .• ' \•\ ` \ \ \`• `` `` tit \\ `` \ • • /'�� \ ♦ \ 1 V J \ `•`• .\ \ `\ `\ `♦\ \1 `\ \\ \ \`\ ��\ \ \ \\ ♦ I , \ \ `. I I \ \ \♦ \ I \ \ ` HWI \• __ I \ \ ♦� . , 11 \ ♦ / , S. \ WI. CO I • I I I I • • • S. • • • • • 1 1 I I 1 1 1 \ 1 1 • 4890 • •` X' X X -`------ I 1 / / • ♦ . \ \ \ • \ \ \ \ \ \ \ • / X • • • • • • \ \ \ \ \ • • • \ • ` \ \ ` \\ `\ \ \`\ ♦ \ \ \ `\ `• \ \ ♦ • \ \ • ` \ \ ♦ ♦ ♦ • '♦ \• • • • • • `\ • • • • • • \ /\ / • \ \ • • • • • SEE SHEET 86 - - - - - - \ / • \ \ \ \ • • 1 • • \ • ` \ \ ♦ • \'S • ♦\ • `\\\ CP `•` \• `\ \• \ \ \ \ • \• \ I • ♦ \ •♦ \ • • \ ` ! `\ \ \ 1 1 • \ 1 I I I 1 I 1 1 1 \ • 1 • \ 1 • • \ \ \ • • • • \ \ ♦ \ 1 `1 TRACT G \ 1 / •• \ \• `\ ` • \ \`� �\ `. \ `•\ �`. \ `\ I • \. \• . ♦ ` • \•` \ `\• \ • • • • • •\ ♦ ♦ • • • • \ \ \ • • • • • • \ \ •1 \• •` • • • . • `, `\ \ • • • • • `♦• `•• \`\ill'; • ` • \ 1 \ \ ` ` - • ` • \ • \ • M. • • N. • • \ `\N. - I \• • • • • • • • • • \ `\ \\ • - • • • • • • • • \\ \\ • \\ \N. \ \\ \ I I • • • • \\ \` \\ \---- 4880 — `\ \\ `• • • • \ \ / \ . I \ \ \ • `\ \ \• • ' ,\ \ \ \ �\ 1 1 \ 1 ♦• . \ \ \ \ \� 87 \ • ♦• \ \ \ • 1 \\ \ `�- \ `\ \ \ .\\•\\ .♦ ♦` \ \ •\\ \\ \ \ ' \ \ `\\ ; \ \ ` \ ♦ ♦ \ \ \• •♦♦ ``♦• \\ I \ \ \ \ • \ 11 `\ ♦`♦ ♦\ `♦ I \\ \\ 86• 1 I \\' \ ` ♦\ . ,-/ 1 \ • • `� I 1 • \ ..--- I \\• • / ) // I \ • / / / ♦ ' \ \ . `. ` \ .... \ / / ' /' \ ` \ `` ` / , N. \ /// �` S. `- �� `. v / / �`\ `.` `•` \ _ _ / I � // �`. �`. i / _ ., -- • . ♦♦ `.` -` I `!_� -- _ \ `• • a \` \` \`. \ `\ \ I``F..♦ \ • \ S. • \ \ \ X. \ `\ • 1 ` \ I \ I ` ` \ I X. \ \ \ \ \ ` \ ` • \ \ •\ •\ • \I `\ \` \` ``\ \`• \` \ `\ `• \` I \` `• \` \ / \ \ • \ \ \ \ `\ \• •• I• 1 \\ `\ \ •I \\\ \\\ \\ ` I 1 ` 1 \ I \ 1 • , 1 \1II \ 1 ,1 ,1 \ \• \ \` `• • / 11 1 `• \ 1 `\ I I I \ \ ; \ I •\ • , ` 1 \ ` 1 ` `, \ , •1 \ I \ I ` i \ \ 1 1 ) 1 I I \ '1\\ \ \ 1 `\ • Q I I I • •• C) I I I 1 O 1 I I Cn CS • \• \ I • \ I I , \• 1 \ • • I • • • • • I • \• • 1 • • • • • • • • ` I ``\ \`\ • • `\ `\ \ \` • `♦ • `\ / II ` N. \ \ ♦ \ `\ ` \ / I1 \, ♦ ♦•\ \ / \ • \ • 1 • X ' \ • TRACT H \`, • I \ • \ \ \ \ \ 1 \ I • I • ♦\ I • • I I ` \ I \ \ ` 1 I •\ I \ I I 104 . / • N. • • • • • • • • • • • • • • 105 4875 • • • • • • 4875 icT) I will • • • • • • • • ` ` I " I I I I `\ I I. ` X X \\ X X -i X) X ; X I- X ILv . X-4 X ,' X �\ \ / / _/ 44. -�.� I -/- G=----- _`_`-_______.-=--_L-G --- __ _J=-__-�______-,�_____---� � __ 6--- __- __` G- \ \ • \ • • I I I I I'N I I I 1 \ • \ \• • G .• • • • • • • 1 • `\ \ \ \ \ \ • •\ • • • \ / ' \ 1 ' I ' I ' 1 I I I I 1 I 1 I G • • •• • • G G G G • • G G G G G G I' / COUNTY ROAD‘32 • • • • • • —_ _ __ _ _ _ __---------- --'"-- _-___-�\---_-�''' �'� �� — -�� --- ..`L"�____ c- — cam - c _ s - _---- - �___------------------------ -------- OH_ --X----- H CH1 UHF-- cai�' XI—'/ OH X U---=7-1(--1.5-01-1(---OH X OH --- - X OF \ "- I \� /•• - •G - ,' G /G `'\ G G G / G GI ; G G Cy ; G IIG I G --TG '\G G G �' ' C -h I If ,^-.�•`I \ `\ I I \\ \\�`Gv \C-�G G I • • \ III II I 1 \ 1 • \ \ G \ C G G III I , \ 1` -\ 1 -G . . \ `` / I G_ G� / // `\ / I \I IG IG �` .\ ♦\ \ .. .` I I G �� •�G G \`� `. ``\ \ \ , I I I U I lilt , \ G Gam`\ \ ♦� \ •\ , \\ , I 1 I it . \ \ \ ` \ ` \ 1 1 1 \ . \ . \ \` \\ \ \\ ` \1 1 \ `\ \1 / / / ` \ \ \ `, ` \ I 1 I 1 1 / . \ •. 1• Q \ \ \ \ \ • , 1 • • • • \\ \ \\ • \ \ I •\ I \ I 1 \ \ 1 1 I \ / / I 1 \ .' 1 I \ I / \ • 1 ` \ \ 1• •\ \ • 1 I \ I I I / `\ i — �— ♦ \ \ `` \ `♦ \ \\ \ I / / `` \ \ \ \ 1 \ I I , I 1 / / \ Q \ \ \ 1 \ \ I 1 I I \ / i cic)/' /' / \ `♦ \\ CSC `\ `• `` \\ \ `I \\ `\I I `\ / •1 ••1 • I \ \ `\\ •, \ ♦\ • ••1• ♦\ \ • \ • \ • •\ • \ • / . \\ / ♦ , O G KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR 700 z/ PROPOSED MINOR CONTOUR / EXISTING MAJOR CONTOUR / /op__ EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT FO OH X OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 0 60' 120' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 60' (HORIZONTAL) DESCRIPTION I REV. NO. 441444444 0 w cx (NI ml R000 WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR26 90 141 r I I 1• 1• \ \ • \ \ \ • 1• • • • • • it • 1 • • \ 1 \ • • • I _ I 14875 / • \ / I • • • \ / , / / / / i i i - , 9,\" ___ 0 ,, al wl 5 LLJ LLJ / / / 55.5 I / / / • , , _ _ _ - M - I I I ` \ 89 ' I `` I I I \ \ I I I I I I 1 1 / ` `\ 1 \ \•V , I \ , I I , \ I 1 I / I \ I / 1 , \ / I \ / \ • /\ \ \ \ ,- . 88 / I I I I I I I \\1 I � - / / I / I � ' I ' 4870 4870 .106 • • • • • • 06'#`44 • • • • • • • • • • OD co 107 • • • • SEE SHEET 87 109 • • • • • • • • / • • It • • • • • • • RETENTION POND S4 SEE SHEET 121 / • • ' ` • \ \ • • • • • • • • • • • \i x X X X ♦ X l `I X \ \`• X • `•• • - - x v X x_ 1 - L 1 - --- \ __ -- - --▪ ---------- -G--G- G ----- - COUNTY ROAD 32 • • • • 0 • • • • • • • • • • • • • • • • • • • • • • TYPE "M" BURIED RIPRAP D50=12" 0 0 • 0 • • • • • • • • • • • • • • • • • • It • • • • • • • • • __----- 7 -- - O H ••• )( OH_,,, v Oi* - - - - 7✓ i XO H X / - - _04 4- `X =�F _ - � _ _ OH - OH_rX- I v _____:::\\:\\_\ \♦ \ -\,-7-\-_:_,-_\:_:\i-_:‘-‘_:".0:::, `\ `` :_i___._;,-7O_,,ft,, \\i\ i _II t - �� G • I GTG GG G GG �GG- _ - G'`G♦-\G• • GG C'`\`, \ C' `\i \\ ::::::_ ; V:ri. G G G / GT G G G G C'n �� i ,�G G G G \ G -�-- G� \` i 1V\\ \ I\ • `\ �� , ,� Ir ciT • � � `\` /,� � `�\ \ � \�♦ \`` _ G �� G ,` ` \\\ �\\ .�\_/fir / i I \`• `\ i I �` \� \` \` G G ` \\ n n ` ` n c1 / \ \ • / ''' 1 '' - v v - r' V \ I /\\ ~•\ • \ N �G G `, G \ G // ' \ Gam-,'- G-� G \ i / `\ `\ \` ``\ \ - \� `\ \ ` `\ \ i IN • • • 1• ♦ \ \ • • • • \ I\ • • • •• • 1• • • • • I I I I \ 1 \ `\ \\ \ N. ♦• I 1 CS \\ ♦ ♦ • • • . 1` \ \ • `�` , , \ \ N `\• `\ I ` `, `, `\• \\ W • IN I • / • CD \ CD ` I•`. ♦ \ '• ` - / \ ♦ \ 1 I \• I• • • • • N • ----/• 1 • • I \ 1• • 1 • • • '• • \ - \1 • • • \\ \` \ ♦\♦ ` \ `\ \ `\ / \, ♦ ♦` 1♦ \ • • I • I \ •\ I 1 I 1 I \ \ • / \ \ • ♦ \ \ \ i I 1 `\ \ ``\♦ // ♦.. \` `. \ ° / \` \\ ♦` N. \ ' \ 1 \ \ , \ • ` • \ • `� • / '` '`• • • I \ 1 I `\ • • \ \ • ♦ I \ • 1 • \ • I 1I ( • KEYMAP 1 00 00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w O DESCRIPTION REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) 0 ALLI ROga WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER GR27 91 Or 141 I (III II • • • • • • • • • • `` ,. / 11 I \ 1 / I / /\ Al Al t •^ •\\ \\ •1 1 `` • `I 1\ \ \\_-- / \ \ \ `\ \ \\ \ \ \ I I \ \ \ \ 1 `I \ / 1 I 1 I 1 I \ I 11 1 1 `\ \ \ t ` `\ \ \•\ `\ ------------- //e/ ` `\ `� \ \ %I `I 1 I I I 1 \ \ \ 1 \ j I J I I I I 11 / 1 I 1 \\ 1 • ` ` \ \\ 1 \\ `\ • \ \- / --- t, _ `\ \ \ \\ \ \ I 11 1` �`♦ `\ `\ `\ O� • • • / / / I I I / • • • • / N • • \ / / \ \ • ---•\ O� \ I 1‘./1::\•::\ \ \ \ • • • • • • • • • • • • / / / / / / / • / I / I / / / / / / / I ) • • • • li I • • • • • / / • • / 1...:• I • • • • • • • • • • • • • •• • ♦• `• • •�``• • -`..........// / , / 1 , I \ / 1 I ( 1 I I I • \ \ • • \ I / 1 1 N\ \\ \\ I ' . \ I \ i I \` • • / / / / / I / I / I / / I / \ ) / I • • I • • • • 03 it:‘• • `\ ` / / / / I 1 \ I I I I I I I ` \\ \ 1 , I / 1 ` \ 1 1 I \. ` ` \ \ \ ` \ I \ \ \ \\ • N • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / / / / / I / / Il / / • • • I I I • II __ Le.:***Iii'''..cr\-.I2 11 \I\ 1 \ ' :‘ \\ \\ \V• I • • • • • • • • • • • • • • • • • • • • • • • • • • I / I I I \ I / I I I I I I•I I I \ , ` • .` \ 1 I I \ \ \ \ \ \ \ / \ / • • • • • • • • I I • I • • • • • • • • • • • • • • • • • • • • • • • • • ` / // / / , I / I , 1 1 \ / / C- \ \ I I \ \ I ` • \ \ / N • • • / / / I / • / • / il • I / I O3 • • • • • I • • • • • • ' , / \ ! 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O, ` ` \ ` I \ \ \ I ` I \ \ \ `• \\ \ • , \ ` , I / ,• / I \ \ \ \ , \ \ \ \ I 1, 1f ----- • `• •` '' EXISTING TRIPLE CULVERT ' \ \ / \ \ \ \ , �,,,// , \ , \ •\ \ , •"/ /, / / . \ ` \\ . \ ` \ / / _ \ \ , \ , /, I , • \ ` \\\ •I \. I •- _ 1 ' `/ - ' \ ! 11/ • N - 8 / I I / I , 1 , // I //,// /,/// I -- _ \ 1 //11/ ,-, 1 //// .. / I / / / / / \ - I ///// //// //// / / / / -_//// \ S.-- ,'/ / / / / ,•- `I ' //�/ / / /,�,. ` ///// /• \ ,////' \\ • \ _ // / i,/, • !/ • \ // 1 / , / /./ / r • //• / \ / / / \ /` 'I \ \ • \ \• `\ - `\ 1 I � I •\ 1 Ul `\ \ \ \ C3l \ , `\ 1 \ \` •\ C53 •\ I 1 �' \ I ` \ C51 \ \ I \ O \ I \ \ CSl \ I 1 .` \ , I \ I \ \ \ , 1 I \ \ 1 , ` 1 , ` `• •` Is. I \ \• \ \ \ ` ` \ \ \ \ \ \ \ \ \ ` \ \ ` \ `♦ ` `\ `\ \ \ `\ \ \ \ \ •, •`\ •\ \ \ • `\ \• \ `. \ /i\ • \ • �� `\.\ \ I 1 \ \ \ \ \ \ \ \ \ ` 1 \ • \ \ • / I=\\� \\s 1 \` \ `• ` ` N \i\` I� ` —1, • • I 1 ' I 1 I I I \ I 1 I \' I I`\I I 1.. r - " 1 ', 1 i I I'. 1 I I , I A,1 1 I I I 1 j.. 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UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) co fL)g z O CD z „, WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR31 95 141 i I� `\\� \�\ e,• 1. \\— ,•— - � \�• • �. • • \ \\\\•:•,,‘,•\„, \‘‘....S.::•‘\•---;„.... - \ \♦ `\ / -� 0\‘‘',..\--,\ --1'"\i‘‘\\`‘‘.0„‘ ♦\\ •,\\ \ / r ` ♦ \ ::• -.• 1-:\i•-:::::::-.i‘:"\.:::...\'- '''::\::::1‘.1--:-.11-\:"‘\:;:::;.;:-.71)::::: / ....,,,..„ ,\\,\.\\..,,,,,.,. ,\ \ \\ .....,, • \ ' ....-1,1...---11,1:5.::::,--S‘12.....:21:---'-- \ \ , ` ,,‘,\,‘,,\\ \ \ \ \ , p \ \\•\, e / • I \ \ \ • ` ♦ ` \ • \ \ \ \ \ \ s,\\\::: \ ` • • • • • • I • • ‘\ , , • • \• i i • `. ♦♦• ,'\'\‘'‘,. \ \ \ \ \ , ` • , , \ \ \ `\ `\ \ \ `�\ • • / / • A. ,,‘,'‘ ‘, \\\ \ : I `• • • \ \ , • • \ ',7\'‘,:'‘,:',„‘',„' ` ` ` \ ` , • ` ` \ \ \ , ` \ I 1 \ \\\`\\ • • \� ��`S� `\` — — — — \` \` \ \`• :::•::'i ` ` \ \ \ ` \\\\‘‘:: \ ` ` • - FILINNO. 1 `, \\ \\ ` / \ 1::‘: \ .‘ :: • •• • •/• •\ .• \ • \ •\•, •‘-: / 1 \ \ \ `• `• \• `• ` •\. `♦ • • • \\ i• / \ \I ``• • • \ • • •.„.. • • • \ • • \ ‘S • \\ \ , • • • •.` \ \ • 1 \` • 1 \ \`• �` \ • 7 --- „.\\ • • • • •N' / / I I• \ • \ •\• ` \ • • •`• \ \ \ `\ ` `�\ .. •• ... 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NO. aaaaaaaa WELD COUNTY, COLORADO 0 60' 120' PL TAJ 1/28/2025 • SHEET NUMBER mml 1" = 60' (HORIZONTAL) GR32 96 Or- 141 I I I I \ / 1 • • • • 4825 ♦ \ -, I / ♦ / ♦ 1 `♦ \, •♦ 1/• \ •` ` \ • 1-- I I I I I I I I I I • • • i / , / / • \ / / \ v// • \i I I\ \ \ `\ `1 `\ V `\ � II I\ L\� / \ \ 1 11 ` 1 \ \ ) I I\ I \ 1 \ I \ 1 I 1 \ 1 1 \ 1 I • ♦ \ • \ , /-` \ ` \ \ I ` \ \ i ` • • ♦ ` \ \ • • • TRACT N' —. • 1 1 N ♦ ` • \ • • e♦ \ • / I / I / I I I • y / • • • • • ♦ x O O O ♦• • • • • • 1 -` \ ♦ \\, ` \1 N.........„. \ • • x • • \ 1 _ \ I \ ) I 1 / I I / I I I \ CM `` • I W \ \ O I \ \ ` \ `\ \ \ \ \ \ \ • • \ `♦ I ♦ \ ` LA SEE SHEET 66 \ . ` N I _; I - ) ' 5"- TRACT O i ♦ \ \ \ \\ \ \ ` \ \ \• • \ \ \ \ \ \` \ \ \ �\ --♦ \ \ \\ \♦♦ \ \ ♦\ \ ♦`` \ • ♦• `� `\ \ \ • \ ` \ `\ \ \ N. \ \ \ \ \ \ �`��o •\` ♦`266 • ;\\` \\` ` 1 1 ` `` `♦ �` `\ \\ `\ \\ ` ♦ ♦♦ ♦♦ `• • v v N ♦ ♦♦ \` \` N ` ` \ \ N `♦`> `♦ `\ `\ `\ ♦ SZ `\ `\ 24" FES ` \ \ ♦ \\ `v TYPE "VL" RIPRAP D50=6" Lp=11', W=5', D=1' \ x TRACT R x I `\ I \ \ \ I I \ 1 \ , \ `v / • • • • • \ \ • • \ • • \ \ • • x • • • • • \ t X x 1 1 1 1 1 / / , • • / ` ` / ♦/ ♦ ` / \\ I • `/ .' , I I O • I ♦ \ ``. \ • \ \ \ \ \ `♦ \ \ 24" FES INV: 4823.25 • \ • • • ♦• •v • • • • • ♦ • BLUE HERON STREET 4830 _. _, . ., ....., 1,, _777 ...-__27,7 7 ,7.- - -,•- - - -• /- ,- - mi- ..„-_-, -. ,-, - „. , , ., ,. . _,... -----„,_ ,....- , , ,, , , , , , , , ,,,„ , . ,) , II , , .X• „ , ._, , , , . __, , , , , \ , , . \ , ,, ._ , , , , , , \[\...... , , \ , , __,, , . , ,,, .. , „ . ‘.., .., _ ......... ,-,, / , , , , , \ . . , I , i ‘, • N- . _ .. ..., , i , , „, , k . , • .. ...., - . ...---, ..._-.--- /• - \ , , 1 • • \•` \ ♦\• •__ / .--_'- ` - - ' 1/' / I 1 I / ♦♦ ♦ '♦ J • II I I • ♦ \ I t / II ', G\ ` / / ' ` \ I I ` , ` ' II \ - _� \ \ '/ ♦♦ \ , ♦ \ \ I I , ♦ `- G) C) II • • • • • ♦\ • • • • • • • \I • X x X X X i • 1 • • / r • • ftft ftft \ \ > ♦♦ ♦`• - \ - 7' / / \ \ `/ /\ / • N • • • • • N __ \ \ \ \ / _ 00 :// `-�` `� `` \ `` `N` t`-----XkX / N / \ / I N N N N N XX / I \ - XI/...ft., .�l♦ I - / / _ •v • ♦ 1♦--_ ) A� 1 I I • `� \ — _ 5 `S. `• \ \ \ `> • • N \ \ \ \ \ ♦ I \ • X.\ \ N \ \ \ ♦♦ \ I ,\ \ \\ `NN ♦♦v \\` \\ \ \ \\ ♦ ♦ \ \ \ \ \ \ 1 \ \ ` ` \♦ `♦ \ \ \ \ It 1 1 ♦♦ \ \N \ \ .� \ `� 1` \ \ / `♦ ♦ \ ♦ \ N -1 `\ ` \ ` I 'S♦ ,' ♦ ♦ \ I \• I \ 1 ` • \ I,�--♦• {I .-- \ ........ 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Lill ` \ \ \ '\ Ib / / / / / - TEMPORARY RETENTION POND El SEE SHEET 123 - y J/ I I \ \ \ \ \ \ \ N. • \ \ \\ \ \ \ \• \ ` \ `. \\ \ ` •\ \\ \ ` \ \ \ ` \\ \ ` \ \\ \ \ \ \ NI \ \ \ ` `•\ ` \ \\ \ \ `\ \\ • \ • • I I \ \• \♦ \I \ v N • \ \ >-.,,, ` .,\ \ ♦ \ \ \ `\ \ `\ \ ` \ ` \ \ \ • • ♦ ` • \ ` • • ♦ / II I•\ / / N 1 • ♦ \ • --' N _ / / ♦_ / / / N / / / I / / I KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 60' 120' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 60' (HORIZONTAL) El wc4 DESCRIPTION I REV. NO. 441444444 CE fL)g LtLui z OW WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER G R33 97 141 ''/- -'• / / , 1 ......./ , , , :::_- / _______ , -- , , - - - -'• ' -. i �5 �g -- /- ,, - - ' --- .'7 / / ,/ •,/ I / I , \ I , . \ , , I / I , , , , ,- . / , , - . . ,' -- --""'"•....--••''''.`, - I III< III ' 11+1 , , I ,(1 I I I+\ i I 1 1 1 / I I 1 / , . \ .• , \ 1 •\ 1 •\ •\ I \ \ 1 \--_ \ \ It •` \ \ \ , , , ' I) / , , / , I I , I I , , 1 / 201 1 1 •\ I \ •I \ •\ •, , \ ♦ \ \ ` ` 1 •• ) `\ `\ /'• I , eit �` I , / I 1 N, I • •' 1 \ -, \ `\ `• _ \ ' . /' / / • , '// _\ ••`\ ••• \ \ ` • \ ;7\•_' \ \ ` \ \ •\ \ \ •Iit • ( 1 \ _ \ \ v \ \ \ 1 \ • / , ,, . / , . , , • ( , . . • / • • • • 1 •... •--- , _....... I 7p�� I . , \ , , \ , , Qo.::. . / / \ \ 111111 ` '-' '�•` -- = =__;.�,,\,\; 1 / nu.°. -- ' \ /, I\• . \ / •\ \ 1 /V oo:o°O -7,- 1 , , /1 \ / \ ,. 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'� ,� ♦-_� \ . `. �- \ • _ _�` / Ill 1 / , , 1 1' ' y 1'!�,,/�.IIiO/ , I \,,. /� -_-' -\ •- - -_ \ \ --� `\_` `\ ....1::: - ....- 492....0/ •\ f./ .///%� / '" -------------- r \ - _ --- ``\ _ \ --- - ' ' I / �. / / / , /• -- \ �� \ 4915 / , / i; / /' NORTH AMERICAN GREEN -' _ - \ .\, _ --- ----------- -----'- -' �/ ,' ' / / / P300 EROSION CONTROL --- '' ' / I , o / / 4910 -_- _ \ �`.- ------------------- ----'' / / / MAT E STAPLE PATTERN \ __ _ , �� ,' �. -- ------_.- \ \ .' / IP ,. .,. , ' ----- X10 , I ' 7/. �� I , , , • •` __, __--- �� , 217 - ; ' ; ' ,, ___ _--- ------------ -- -_-'' -� .;., ``�' ---"- --- / ,. / / / / / / / - - .,. _ _ / `-` •,'' / ; / �. J �/ � NORTH AMERICAN GREEN - _ X905 - _ _ SW� ,'' •,'' '' ' / /' P300 EROSION CONTROL - - _ _----- I f►�� . /►' ,' ,' / / ' / MAT E STAPLE PATTERN _ __-'' ' I • ,. DATE KEYMAP ESCRIPTION LEGEND SF SILT SF LOC FENCE LIMITS OF CONSTRUCTION // / •\ I �T 1 , , I I I, '� I • \ / '/ \ \ \ \ , � 4' '�- / S / / / •— \ ♦ \ \ 1 1 S II:W�. ,I. / , ... 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NO. .1414.14444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO a. c,L)g gzzz L-).< o RO(97) °I(7)Lri Lticei WELD COUNTY, COLORADO 0 100' 200' mml 1" = 100' (HORIZONTAL) PL TAJ 1/28/2025 • SHEET NUMBER EC6 SEE SHEET 106 103 141 I TRACT L �l �`1 J Jj; ' , // :; / ( I \ 11(/!/,/// ( \ • \•' 11 , ; \ \Iif , I 1.....- ......... .,, , , ,./„.... „, , , ..„ ,/ /• I, / ti . , \,. ,.... I - ' -'- / , ,159 1 %' //- ' / - I / - , ,' \/ __---'---- I.. -..%/ %.\1 fr._ / \ / 1........„----; / 1 ` • r r I I I I 1 • 1 \ _ •\ \ --- 1 • 1 I --` \` ` II • \ `• \\\ \ `.• -•`� \ ` \ ` I. \ �S \ \ ♦ \ \ \ ``\` , \\ \ • \ \ ♦ ` ` \ ` \ ` `• \ \ \ V• 1 I` 1 \\ `` \ ,\ ) / 1 I \ \ _♦ ♦` / I , I , 1 , \ \ , / / 1 1 I / / I I I I ! I \ \\ \ I\ , C'r) 01, 1 \ `♦ S. \ `•.••• \•\ �%`; \\♦� \ \% \ \ \\ ♦ ♦ . \ \ S. \ 1 1 \ \ \ \ S. ; \ �\ I \ , \ `` 1 ; 1• 1 \ 11 • I \ • \ -245\ • • \\ • \ 1 151 • 1 I 1 \ 1 \ \ \ \ � \ I •I \ ♦\ / , I I 1 \ / I I I I , \ • • . 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I I I ...•.76 ii 1 FiETENTION POND W3 SEE SHEET 117 SEE SHEr1 737 • KEYMAP Op CD' SF LEGEND SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP <H DESCRIPTION REV. NO. <4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO lop' 209' 1" = 100' (HORIZONTAL) a. ,u2g z ozzz L-).< o D 0 o §I -Lt WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER EC7 104 141 w <1- 0 DESCRIPTION REV. NO. QQQQaQaQ 178 , I/ / I / / I --- r I I, , ill/i ,I / / / / I 11/,,, ; / 4/,//// //, /,,, // ,/ 1/,,,,,,,/,,,,,,,,, ,l////„ , /, ,I, / /,,, /,'1/,�/� ,,,/ , 1 / / 1 1 1 //1 /11,11'11/11/// '11 / 11/1 /1 //I l / 1 I / / 1n / I , , , l l I , I /I , / / / ///,1l,l 1, /i,i/i,, I I / ;I ,/ // I'/'''i/IliI , /, 1 /,/1 / I / / /, 1i 1 1 I/ 1 I /1 I // 1 III' I I I1 i1 0) 1' / / / I 1 , /CF / I/ I 1 l I \ \ \ \ \ \ , I • I \ \ \ \ \ \ • N \ ' \ /dat(//4-1IV ' // "---- --'-'-• X.\\X \\ ‘‘ \ \ ,''1 / /lI / / / ' ,' `\ \\\\\• \\\• \\ \111 1 / , / , / / / ,-i• / / / / / / j / �' -` X. / i 1 / / ///' '-__- ,/ / / / / �. 11/ ,'� ,- `- / / , / _ / ///,/-"-'..., ` / \ / \ \ .‘ \ \ \ \\ \ \ \ \ \11 1 1 II `\\`\\`'\\\\\\\` I I ♦`\ `� ``\ \'\\\`I`� , III 1\I I'\I I 1 1 \`;`; \ `\`�1'1 I 11111II`\,,\111 \ `\'I `\ �` 1 , �'\ \ I I ;'I \ I `I .' 1 � \\ \\\\ \`'\\• `\\\'\1\I 1h1� ll ` • \\` `\``\\I1111\I\I\ 1111 1111 1 I I 1 1` \\ \I\1\1,1111\hill\\1 I I 11111 \ \\\I1 \\ \\,111, 1\ 1\\1'11\\1h1\111 `I\ \ \ I\I\S1\`:11\11 j1\1`111\hill\IIII \\\\\\\\ \1'1\11\\\`\111 •1111 1\l1 111 `\ X.1111\ 11.11,1,1.\:-\:: `1\ "�, Iiiil ,1111 i\Il1 1\ li \ \ \ \ I 1 \ 11`. 1ih 1111\1\ II\ \\ \\� 1 \ 11 \ \ `1 1\\ .,I, \\\\�.\I\ \\\\.{� \ �p \ 1 111 • \\Q\ CD 1\ICJ 1 1, 1 I II ,11\` 1` �'\\�\\�\\1\C'a1\IC3�1'S 1 \ \\\\\‘ \ -P1\\\�\\_,I, 0,01 \\\\ 1 1 0'I 1 1A-YA.11\ - \\'\\III\ \...\\‘‘\ \ \ ` \` `\ .`\ \ 1 1 11 11l\II\,` 1\\\\`S..� \....,X.AAA \\ ` `� l 1 I l 1:1\111\\\I,I \\\I`\'1�‘\1'\\\\`\\`\\\\\\\\\`\ \ I 1 \ `I \ll\`\ \`\1\I`\\��\� \\\\\\\\\\\\`\\\,\\\\ I I \ i \,111`\``\��\\\ �\I��\`��\\'\`'�\`\\,` I I \ I\\�\\`\ `\\\\1\\\ ` , \\ \ \\ . ``\\ \\\\\`\``\`\XX•X `-- \ I\ \ \ \\\ \\\\ \•\. \\\\. 1 1 I \ I\\,\\I\\\\�\`\„\ `,`\` ` `I'1\I l\`\'\\`\`\\\\\`"` I I% \ \ \ I I 1 \III` \\\\\\\\` \ 111 \`- _.\\`.\\\\\\�\ 1 I 1 1 \ I I \ I 1 1 \ It SEE SHEET M - - - - �\ I` `\ \ 187,\ `\ \\ ' 'I ' / /J I / \ 1 I / 1 / I 1 \` \ \` \` ` \ \ \` I 1 , \ I 1 I I /� 1 \`. `\ \•\` `` `` `` ``` `\‘‘\‘‘‘‘,:-: `I ' • \ . \. \ . , ` \ I 1 \ Q I ` 1 \ \ ..., : \\ X‘x : C: \\ X A X . .� 1 1\ :\:,:.,s\‘ \ \ \ \\ \ \ \` `,. %X. \ ,\�\\``188'`._'- \ \ \ \ \ \ \ 103 \ \ ,` `\``\` ` \\`''•'\ `, \� �,: RETENTION \ \ \\\ \\ \ \ , \ \ \ \ �,,`�\\`\,`;,\ :`,\`\ \\ `\ `, \ \ ,\\ POND S2 .". \ \ `,�,` I\\` I\\\\`\\`\ ,\ \ \ \ \ \\ `,,.,,.\\\\ �`\ \�.\\�., \`;`,`;`.\ \ \ \\, SEE SHEET �48:� ,--_\\\\•\`\\I`\\`\\\,`I ``,``\\',`\\`\ `\`\`\Q' `\/}'9° \ �\` \,`� `\ \ \ \`,`, `\ `\ 0 119 / „ //' I \\1\ C,, `\\\�\\\�. ,• \ \\ `\ 1 \ \ \ \:. I \` `, \` \ ` \``\ \ \ . \ \ ♦ \.... ♦` S. -- 1 I IICD\ \ \ \ \ I I 1 I \1 \ \`\`\\` \` \ \ \ \ - �� \ \ I I I \j\' \` ,\ \• \` \\`\I I \ \ \ \ \ `I - ' _�� `4 1 1 \ l l ' %/ I I I I \ I `I ` \I \ `\\` \\ ` ``'` ` '`'\ \I `` \ \ - / — './' Q\ 1 \\ 1 .� 1. 1 \.'\\`\ \ \,`, \. I IAA ) I I I /‘ \‘‘ :s\‘‘A \ ‘st \ ., \ \ 1 ---; --I-- / / , Ix‘/ ‘1/4‘‘ 1/4\\*\\\\\\\‘‘‘‘‘‘‘‘.‘0\;X:S\A:1/4‘‘'‘\\‘‘‘‘\:‘‘‘:\\:\ A \ I .111 IIII III i , , , / , , ,--„e i , , , 2 / / ,,,„ , , ‘/ , , , i , , ,,,ii„, , , , i, ‘, , : , ,, t, \ ,,, ,, I Li ill II \ I / / / / / i / : ,,r,....._,.......,.I...,.........l....l..............„,.._.„.„,„„,,.........../- t_..ir................:...,,...'rs,,,. I i ;......,./iii I I ii Il / .4.4,4_10...,.. a. .0. - .....,,..14........, ...... r.o. ::.,....../..."°. a.Z.A.I.''7. I '... I''..... -I ''''.-I 1..a. I . 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Cils ........\ \\\ \,.....L., 4900 4895 MEADOWLARK LANE • • • MM 1M\ A. • • • • • S. • • TRACT H • iWuj LLI 1 KEYMAP lot SF HOCCONOS AMOVOVAI LEGEND SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w O DESCRIPTION REV. NO. <14.144.144 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 209. 1" = 100' (HORIZONTAL) a. ,u2g z z z < o D007) §1151-1-1-tLifl WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER EC9 SEE SHEET 109 106 141 • I • ♦ ' ♦ `\ \ ` ` • \ - \ • ♦ • \ ♦ • I \• • •I \ • •♦ ••• ` • \ • ♦ 1• I IMIN/ / IJMI, ,� ME II 1 1 1 1' I I I', 1 1 / ,// '// '// \ 1 1 11 I I - \' I,1 t;,l I � �156�;' \ , \ \ \, , 1 1 1 , , 1 1 , , ,, 1, , I 1 \, 1 I I , ` 1 I `I \II\\`\\ ; lI I1;'� 1 I, I I I\`I\, , i 1 I 1 ` 11koNMII \ I 1 1' 1 1 / 1\\ 1 1 \ \ \ 1 \ \ ii:3\::‘,:.\‘‘t:\:\\I‘:-::1:::::\Iii.3,1.2 , I I , I\ I 1 1\\\ _- l l l l Iii. 1 \ L \- I` /- -' i \ , , , -- \\1\1i� /\1\\\ \9`\1 , 'I \I\N.\ \'\I\\ O\\II \ II\ \ I \\ • \ \ \ ` I -•\ \\ \\••,•• \ , I \ \�9 \ \ I \ ` \\ \ `ILS\\\` • . ` V, \ \ \ \ \ \ \ \ `_ `\ ` \\ \ \ `R ` ` \` I \ -, O \`\ ` • \ \\•\ \ NORTH AMERICAN GREEN P300 EROSION CONTROL MAT E STAPLE PATTERN `. / - �' �' 4890 ♦ ,/ • - \ ,..' ----`I.:, `•..„,,,.......... 19,5 �, �N‘‘‘ ♦``\ \ `\`\\\\\\ \ \`I`I\I! 1,1`1. / -�`�` `� \ \ \ \ \\\\1 1,11 1111 / -� ��\\`\\ \\\11,11 ,1\'1 / S: \ \\I‘•‘\\\‘`:‘• \ \ \ \ \ ,I I , 1 ---_... Q9,i •`-�`� \\ `\\\x`•\`\`\I\\\\\�\\\ 1 \ I • t ---\\\ 132 1 11 \ \\ ;\ \``;;�•` I :,lc� 'lilt \ `\ \\ \\ ; 1 1 I 1 i 1 1 `♦ `\ \• ` , ii ll J \\♦ . ' • 1 I I I I 1 I 1 1 II ♦ III \‘‘,..9.5., \ .`.......7.: . ,_- / / , , , I , I , 1 1/ /'•�I:i v:�� \ \ `\ .� `♦ ,- / / I , , , I 1 \ \ \ ._.... ' / / / I I 1 I ' 1 i4.iil:,, \ �;/';�/;.\ //\ \/ / /1 , II ,:\,1:, iI; i; l i,1 ,„,,,4��i,,;Il,l .11 ; I i; i I i I i ,,_ II 1#1 I / , l \ • '• / ' '1 1 41 A it - ,I i't 1 , I I \ I i / // \ I / I I / , I 1 / 1 / / %/�^_.-- / II / II / / -- I I , / / - 122I I r I , , l 1 , I / / , I , --- �J -/ / ; / / / / / - I / / / / / / / / /-- / / / / / / �/ / // / / / / / ,/ /- -I--' / / / / / / j / / i / � / ' / / / / / / // / / / -r-_-_-_-----,-- / / / / / _-�- / / / / - `\`\\\i \ I \ \ \ \ I \ \ \ RETENTION POND W3 SEE SHEET 117 1 1/ ♦ \ I ` _ ` •`\ • • \ \ / \ \ \ \ \ /• I\ ♦` \ I • , • \ I ` I . \ \ \\ I\ \\ I \ I\ i\III • `I \ `I `I ` \ I \ \ I I I I •\ \ \ , \ •♦ \ \ \ • `\ `\ \ • • • 1 .♦`\ I`•`` `` \` \ ` I` .\ `I \ `I I., ``' ``5 ``' ``• ``♦ • II ' \1 ` I `••I ` ```\ \ ` r I I 1 I- -�♦`\ `♦ • . `` `♦♦ \ ,\ 125-�♦ \ • • NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO DATE DESCRIPTION REV. NO. <4444444 1 \ \ \ `` ` \• \ \ 1 \ \ \• \ \• •\ / \ / I I \ 1 \ \ \ 1 1 I \ \ \ ` / \ 1 \ . \• • ', ` I \ / /•\ \ \` • \` \ ` 1,I 54 `\ 1 1 i I \ \` ) , I 1 1 / / 1 I 1 I ' \ I / \ I II 1 / • 'I / 1I III • 1 I ------- — _ / -' / /. / / / / / Tom, / J / / / -; '-1 7I`- \ICI • \ I `` `\\ �` `\ ``� �\, 1`\` t i 7\' , , \ `I`1A; I\ I i I ;;(TRACT F /' // // /' I I \ �\� /, \', `I 'I ,\ \I 1,\%\: 1' ,,' 1 i ;I ' `\\ `� `I C lI 11111 / II v\�1\ \\ 111 I, / , I II I Iti`` 1, Q /� j1j1' I/ 11 I ` xIPII I I I II I�� .- 'I /11 II I I I I I\ ' I /\I I I I I I / /. 1 \ ), , / I / I , \ 1 I I I// X01 / `I I III , I\ ) I I 1 / - I �/ \ / I I I I �\ 1 v , r j . 1\ \ / 1 ii /�/ III ' ( / 1 I 1 I !/ I( 'I /0 'I I 11 lr 111/jJ 111 I I `\`1, I I ,'' �c�� / / / , ,I 1 / 1 1 I iii I / /„ 1 lI \`! / / /i / I / I I I / I I I I /III , I I I I 1 l 1 /' / ,' // ♦/ ,Ib�/'///r///I//l'1l ' Il 1 -' / / ,/,// / / / 0, / r , ' I I / l / I I I I I I/ ",/ I I I oI I,,, I I, I / / , , / ,♦ ///////'VIII/"J1 I 1 I I I I /,''/'//,/ / ,/5�''/ii///////�ll I I / // /,/ / ' // /////////// I/ ♦' // I / I ' / / ' / ' �� / PELICAN LAKE PLACE/ / / / / �,,;� ,' ,'-,'/ • /-,/,/ , / / / / % / II / / / / :.��IS��` � /,-/,' / ,/,/ / ♦' / ,/,',/,/ / / / / / i I ' nlr ,'/ //////,,// / ,/,',/ / / ,,/ ,/ �' / / ,' / / ,/ / ,//, ,/ / / , / / / / , G7 / 1 / / / , / , , _ �./ �� l / / /' / , / / , 1AiAl\WI o,;. ,o /V / / / I ' / I ..„.7% ,57 1 // / % 1 / 1\ / / -- - -- i / -- / , - ,- -/ /, / / - / ,/� / / I • I I 1 / w 1 1 / / 1 / w— ----`. I 1 2 / 1 1 , \ I 1 ,' \ / 1 / `\ \ 1 1` ,,, \ / \ 1 , , /// , / , 1• " \ I ; \ \ 1 / I 1 1 1 \ / I I \ 1 I 2 1 , , I I 1 \ / .---4 \ I I I 1 -' \ I 1 I 1 I ,/ 1 1 I1 1 I 1 , . /, r rI 1 /-, /, 1 1 / / / I , / r -- % I \ I ' I /' , I I / / I co --N , , / 1 / I Cm 1' 1 1• I \ I 4. 1 ( I 11 1 / / \ \ , I / \ 1 11 \ / / I I ` I• • 1 / \1• ` \ / I 1 1 \ \ \ 1 \ 1 I \` `` `` `1 1` 1 \ \ \ \ 1--/ ``\\`o` \ \•\ \ \ • \ `` \ S. \ , \ \ / . \ / \ \ \ \ \ `, \ 1 1•, ` S. • `\ \I • \` • \ `\ \ \ \ \ S. \• _---•` •` 1 \ '\ , \ • \ S. S. S. • 1 \ \I / - 1 TRACT B ---�-- - - 1 /♦ /,- „ ♦,♦� , - /, / / / / // ♦ / II ' '______ I , / / - 1 \ • \ SEE SHEET 106 �mg_�--- •\ • • N • \ .• \ ` - \ \ • • / • N • •``. \ ` • \\ \ S. • •• • \ \ \ • RETENTION POND S3 SEE SHEET 120 1 / G G `` LI ,\ G \ G_\ G G / 79 .\ \ 1 \ \ r, G �,''G G Qs�� G `—' G -G�—G G _--- 69O,s\ / 1 S. - -\ \ /'' \ \ `` \ '` \ \ - • S. 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S. � \`\ S. . `•• `\ •\• \ S. -, S. S. \ S. \ S. S. \ \ \ \` 1 • • • \ \ \ \ \ \ • \ \ S. ` \ S. \ • \ S. \ / \\ CC co . G •{ • • • • • 1 • • • • • • • • • • • • • • • • • • \ :G • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .2.1_________\--G G__N-- 7,A • KEYMAP SF LEGEND CD' SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. <1.14444.1<1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 209. 1" = 100' (HORIZONTAL) a. ,u2g z ozzz L-).< o WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER EC12 109 141 • / I TRACT H \ • • . \ ` • • \. 1'S"'S'S' • • • • \ \ • \ \ S. ` ` ./ ♦ 1 ` ` / •-• ` I ` \ �, • `, \ ♦\ `•1 .\ , \ , +. \ .• \ . S. `, \ •, `\ • \ • I` ♦ , \` \\ `` .` . , . \ \ . `♦ \ `\ ` \/ N • •\ • N N • • • • • • • • • I NO `• . .- • cPd `. `. \ 1 1 , `, • \ \ ♦ I \ \ , 1 '-' \ \ \ `♦• `I 1 I , t \ • / / `•\ •\ N2 ` ' :''....../ 1 I ' N. 1 \ I ` / / / / / I F• \ N. ` X86\ `• .1 ` ` .� .'. . ` l co �` • • \ \ • • • -• • / • • • / / 105 • / \ ` `•I ' ` ` ♦ / 1 1 \• / +1 1 I X /`� ix / X I X F X • • • • \ L' 106 `----- 1-= ___ _''-- _ _ Y= = - G G --rN \ I \ I � \ • • • \ . \ I + I , • ` • .- \ • SEE SHEET 107 i NORTH AMERICAN GREEN P300 EROSION CONTROL MAT E STAPLE PATTERN ;111 l 4865 - ' RETENTION POND S4 �. SEE SHEET 121 •'N. '''', • `III • • ` • • Ij ♦ / \ • ........ `,.., ...' • , • • „ • \ ••`♦ sz ♦ `♦ . . \• \ I , \\ \ \ \ \ 1 1 \ • • • • • • �-----I_,M.M.M. M. --- I• , I I I I t I I / ,'' I I ,I I I I I / 1 I , / I / ' /" I I I I / ,.' 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' !♦ 1 v, Gam- \ • • • • • \ GI / • • • • • \/ • \ \ • • • • \ \ \ \ / • • • ` ` • N , • ` \ • ` N . • N ` `. \• \•• • •` \ . • `, \ • • • • • 1 \ I • • I , • co • • Ak :--111----;71411tva Era 'V Vrisitkle Mb,* males izak;Atiti;o:itiiiiii ■ooira • h. - KEYMAP SF O (SSA LEGENQ SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO DATE DESCRIPTION I REV. NO. 441444444 4 a. 0 fL)g ,„, z o< ozzz I,•< O CD (7) WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER EC13 110 141 / ' • \\ I' ,I • I / , - I , 1` 11 i• - - - 1 \• \ \ \• •\ • •- _. • '. \y/, I I I / I / I / , , ,/11II/ �.- \ \� A -- �.-�'\ / // / b 1 ,/ / /--�' �.•f ,.' -: -_ -9 _ 4V30 C(11 I • ♦• \\ `\ 1 I / I I • \• / / I `\ \` �\ \ \ \ \ `. ` / it 'I I / • • / 1 f I \ \ \ \ \•J - \ , I 1 1 \ • -_. / / 1.,J I , \ t I \ \ \ I I I `• I I .\\,\ l• --2-111 \ (mil \ \ \N \• 1/4 • I /A CD I I • • ,x‘A :j X. 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I `♦ `\, - 1 \ •\ `I 1 II ' I '•I `� • I ` `\ ` `\ \ `\ `• LS\ il. I . • \ `\ `� \ N `\ ` `` • cA� II '• • ♦ ♦ \ N \ `. I \ ill t \ • \1 VI i 1 / •I I \ •` `\ \ • Sze \ • \� `♦ V. I N • I \ \ •\• I\I\ III I I \ \ \ \\ \` ,, O • \ •\ \ II / \ 1 \,II, IIII �I v v tv v Ji-\\II v v V 1 I .... ..,_ ‘„ . __., . ,• I / I• 1 1_ \ I`• / / I'- AMR NMI • \ -�I O f awl 4820 • SEE SHEET 112 • • I • \ 1_ \ \ .• . 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J I % ♦`\ ``` \ \\\`\` 1` `I`\111\ ('111'1 I / - I �/ `, `\\I\`\`,I\\\\\\\'\\\111;;1 �� \ .�.-'` `\ \''1111' 1 X11\ I \`\`\\ 1� If 1 `I • • • ♦ I I I I 1 1 1 1 1111'//// 1/ 1 \ \.` / I I I 1 1 1 1 I III //// I/ / ( I\' `♦ I I I I I I 1111111'1111 11 , `\-_ �! ' 1 I 1 1 1 \ \ , • \ � \ \ `\ � I I I 1 I iv/ 111 \ \♦`-- \ I• • • • • `• \ 1,11 I \` \ / 'S ♦\t`�`` ` \.♦♦ \ `_ / / / I 1 11 III • ♦I .1\\`\_-\`♦`♦`� `\--- '�_---',�/ / / / /1111 Imo\\\`♦ \-\ 1 \l ``♦-'i _1;L•:•,•:\•,\(, •------- , / • • • • • • • • aft MIR 4810 I 14815 • • • Ing • • • • • • • • • • / - 1 II \ 1 _/ I1 ^I / , I \ I 1 I I I I 1 I / I I / I / I \ \ • , \/ 1 \ I I 1 1 ti- •\ y— - — — 1� — I` 1 :S.• `-- 1 l • • • • / -- ♦ \ • .` /' TEMPORARY RETENTION POND E2 SEE SHEET 124 4805 •,1 1+ 6/81 • 4815 ` Nor mow our lI moo •_ —1, 4805 It I • ' • \ • • I I II • KEYMAP LEGENQ SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO Lc- DESCRIPTION I REV. 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A ♦ A A ♦ \ ` 191 ` • l _� 192 193 \ ' �,,I 127 `, I vv ` v �• I 1 I v 1 v♦ I ._•••••,•„ I,/ W6b W6b 6.46 m00% 0.20 0.33 26.59 94.65 To Pond 4 \ ``\ .v _ '�\ �, % `- �' , I / r ��•• / -..-?� _1". v �, r// \\`\`� r •♦ / •` •`1\,\\\`\\\,\ ♦. __ c.,.%1 ''�•• A \, v l • �\ I 1 S10 V �� \_._r '/�� JI �� 1 � ' i� , y 1 \` /1\�j P - W6 W6 9.70 20.00% 0.20 0.33 6.19 19.59 ToPond 4 ` `v v )_.. ` :. �� '- r/sell ////'183 \ / ` ` +\v Av, A �, A A,v \ \oft �''/i v; CULVERT 29.1_ _ `I 1 v, A v` A `1 !r ,< jV \ , 123 \ � lu / 180 / .,,,%✓{" . 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I,///I'� `/ 55 SS 9.16 o 20.00% 0.20 0.33 8.87 28.05 TaPond 52 I UNCCi CALL BEFORE YOU 81 DIG 1 \ \ 1 , / / \ I. 37\\ •__- - '\\\`� l-- �i. ,' l_I /,",- — �/ 1`'�. CULVERT 35. 1 .' %� , IC, // I, !. // r �� `\``.�'� , I J/M—\_• o / 111 11 ill !'--- _ __ '__ /0ti0 I I - ,/ __,,/ _ ,fir /,/,/,--....•„.-__-__•• $6 $6 26.22 20.00% 0.20 0.33 29.23 92.45 To Pond 52 ( ` - \ ` ` - ❑_ _ • \ `1- r ` �[— \„ 1 1 1 --_/ • / li \ 1 f \�•L,� ;• 1 �, �YIIfIIlIi1l\__..!/�� ;.,- --=-. , 1 �I`__ Id,,,. 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I / \ ``.._ _ , \� { \ �I I / / / �, // -- ' — ' `. X 719,,/// J*At .o.,.:// __ _ -�--/, �— 51a 51a 3.70 o 20.00/ 0.20 0.33 2.45 7.74 To Pond 5381 \ `\`\ ;Si,./ / . ti .\ I ,\ `` .= __ __.___ _ _ .; '+ , / , \,� _ \ ` `\ `• •— •-- ' 1P1' / r \_ ,__ _ - i,'.'�' `, , , f� //' \ ll \ _ __ �6� —_ _ — J' / / i /�/i'/ ,l. . \ \ %...... 99 !'` I I \ \ — _ . _..._ ! —= _ , — 58 58 1.93 20.00% 0.20 0.33 1.34 4.23 To Pond 54 /, / \' ` I li \ \ ♦ I I 11161 / ' '/ J� I /, \ —' —� . �\ / /2..........---7:;_....1.:„.,:. —'/// ��/ , \\ / // 63 / 80` ••,` /r—._ ` ♦`— III --' _ __ / - - _ - • / ' 59 59 10.40 o 20.00% 0.20 0.33 7.88 24.91 To Pond 54 I....... / / ,! / / ' � \ \�\ . +' , f / / , / P. \ _ ,, 3'' - `i _ - - - ' ' \\♦ I / / i / / / ' //` r / • 40 ♦ / ' �``� _ ' / / / / , ` l \ `._/ `\ -- 98.___--'Ir ,—� �' �. _ \ --- _ /' /' / f r , 510 510 1193 20A0% 0.20 0.33 1100 4111 To Pond S4 IIIIIIIIIII 1 a ��OR —800_922_1 987 \,,,, \ + I �\ r f —' • •`\ \ • R . .—' ///,/ ,'/ I I , 0 . r%-_ ' \ \ ` --. • !/ `.____ I _-- - II I �' ® \ _�_ I --rt _ / •1 1 1`t I Sll Sll 11.22 20.00% 0.20 0.33 6.93 21.91 To Pond 54 + ,-......1\•,•...„ . 1 / a / / • 15 / /• �' �� • .` �� , �� \ '� / /cy/ I 1 , ) • ,,A .vA , A . I A\ d/, ; r ,' - _ - _Ir I. 114 I o.zo / / A 11 l /� t 512 512 18.24 20.00% 0.20 0.33 14.92 47.19 To Pond 54 I . \\ ,\ , ` ; I . / / , •�• \\� �\\ 1/ ..FI _ ♦ _ , .--•• ♦ - 1 62 • -- 4\\ , �-, / _ ��® rr 1 115 / I 118 I V ', A / 513 513 72.83 20.00% 0.20 0.33 38.11 120.53 To Pond 54 1 ` \ /j 41 52 , r` . VAII •, i/� / ♦ 81 1 ` 1 1 1 , ` a _- / , _ , \ 53 ,, V 1 \ \th` _ ', ,� `, \ \ _ ` + rs�r� ,' i 1 I�61 , 1 �► , 1 ( 518 518 12.17 20.00% 0.20 0.33 9.47 29.95 To Pond 54 \ ♦ . v`v' v� G I -----I:14 -\ �� '• / \ 1 1 ' •. \ , ` t��\ �. l l ,, \ / / / ``. I , V ' I I I ` ' I `vim.. I, (� V �� I. ` / 1 519a 519a 2.21 20.00% 0.20 0.33 1.52 4.81 To Pond 55 I 1 ' - / —_ \ . 42` 1 , 1 I II „ilk I 11�.-,•�� / • 1 \ i1 , 1 r ,_--_ ...„,410,6 •� I, 1 `_ I 1 1 r. . t I A�/ 1 \ , , \ \ \ - _ v 117 •'- , 519 519 67.45 20.00% 0.20 0,33 27.07 85,61 To Pond 54 / ` \ 1 —_ ' ' ' \ `\ F \ \ •, \ , si �1 1 54 1 �� ♦ I / 1 \ O / ' , 1 \ \ 1 \ `\ \ 113 t ' _,' 520 520 60.16 20.00% 0.20 0.33 253.00 To Pond 54 CENTER NOTIFICATION OF COLORADO I / I - / / / • , /, \ ♦ . ` , I I - \ , , I �•�•\� 1 \ \ 1 , _ . J \•\ \ , \ \ I �\ \ _ - \\ \ - �♦UTILITY 521 521 7.12 20.00% 0.20 0.33 4.61 14.58 To Pond 54 ,I / r Y I r / --- ' + l '—, �.\ \� ` \\ �.. \ 1 , ,55-, / \� \\\�`�\� `J \ I `. \. !�• • ` . ,, / �1 • r \ \ _ - \ :,�. \ 92 / a / l 116 `� '' \, ♦ 522 522 17.11 0 20.00% 0.20 0.33 11.29 35.69 To Pond 54 - / , I --- n I, ll I I I fit.-- /-- 11, \ /\e -' — \\\•43 A.V. `\ ` �\ / ' I 1 / , .\ / \\\� / , n \ --_— —� V /--_\ •_, \ -- \\ \ • •\ . , i I i 1 , / `f33 , \ •. / \112!3 ♦ \ III ' a I 523 523 7.02 20.00% 0.20 0.33 4.07 12.87 To Pond S4 --- . • — _ _ _ , • / I I 1\ ` , 12 /' 1 `,N . / \ 50 1 ` / / ♦ , I a / r,/1 I/ \ , _ . —\\ /--. \ \ I 60 �. . - I \ t 1 I / , I -/ \ ,, , . A h_ \ „A t p / , Ul Ul 5.44 2.00% 0.07 0.22 1.32 8.02 Flows _ ��__ '' , ,•/ 11111'+ �;.,. . AI 49./ / \V , •, 3y \_, , i/•58////l,l) �V‘.\----- ,' I, v, �'� , , ___' / 1 �i1 \ •\` Av\ �' - v �, \ 112 , �'. ` y _ Ni U2 U2 2.75 20.00% 0.20 0.33 1.93 6.09 Flows Offsite '----- ' •1 ( I I. 1 I ' r 111' '%._�y �� V ' A:R`�y "/ 1 /i, / 1 �' v ��. f �.}. S19 i` - — — / `. A 9 `-✓ \ S13 - �, �_ �' U3 U3 2.59 2.00% 0.07 0.22 0.66 4.02 Flows Offsite I r •\ t S14 • 1 /r 1 ,�//, ♦ ` •, r ,� EAST AREA , -._. ••••••„!......„.44. I . A v / I ® / 1 / / ♦�° "/7/11, / I / ` r = ♦ ' 0.20 , 1 ♦'a — 0.20 r- -`` I /-- - 0.20 I '.`\ � ' 48 r \ k `/ ♦` 59` �\ 72.83 CULVERT 37A 17 >-' \\ ✓ --� L A A •\� , .7 / / O ♦ \ , 1 \ A.. 0.33 / ,I ,y1 i u 1 \ ' F1 F1 12.34 12.10% 0.15 0.29 5.46 20.07 To Pond E1 L , -_ ` 020 1 v ... : a5 - ' + ` �� `. `A 1 , ® _'v `♦ _ CULVERT 376 I ( 111 1• r FZ F2 6.86 12.10% 0.15 0.29 3.62 13.31 TaPondE1 v - ®®/ / _ __ ��-_ , ♦ - --'''�w� / r \ • � \ . •90 II�11°I , u 4 \ ` /-; - I - , _ _ /10 ` ` �•�� A ` � , A / 57 , S I I, ---. V� ` `. 1 �\ ` y ;/• j- o It, , •u ♦. CUL_V_ERT_39A'_-__ ---' __ -- f ' I \ -- \ ' .- ` I I �--.,,-.-- E9 E9 8.26 20.000% 0.20 0.33 5.98 18.91 ToPond9 \ , `, �� I —a6 ;,\i`\ "- ? \ /� ♦ CULVERT 24A, \ ' __� 1 //' _ 1 , 1v r ♦ - v CULVERT 39B.. — r 1 ' / I \ V 1. ` ss V A y� ® A + I �= — 1 EN1 EN1 3.89 20.00% 0.20 0.33 2.74 8.66 To Pond E2 , I \, ' ® _ .',' 47 I / , , ♦ —� "\\ ` \ v ! , A I I \ ,. \ ' p /' _ - ®. d ' / i/ I CULVERT 23 t \ \ `� I I CULVERT 24B '' ` CULVERT q,' �: ' 11a 1 • \ EN2 EN2 2.12 20.00% 0.20 0.33 1.47 4.64 To Pond E2 / / . / / % _, v 1 + ��' f ''—'-\`♦ `\ \ 9 �� \\v \\ / ! / nl , 1 , I v ,� \ / 37C ' al 1 I EN3 EN3 2.21 20.00% 0.20 0.33 1.68 5.31 To Pond E2 / 1 , ♦ , �� i�� \-- 89 1, AT* A PL .I , — _ _ \ 'W.* ► \ S4 , EN4 EN4 10.86 20.00% 0.20 0.33 7.08 22.39 To Pond E2 ` - ___- - O 1 1 r \\ \\ ,\ ENS ENS 3.83 20.00% 0.20 0.33 2.60 8.22 To Pond EZ TAJ I r `, � �y� ® _-�i m_--`\�l \''/%/ -- � , \ t1-._./ e II `—_ /, } I — r�i — `• `--� 1 X87 \ . ----. , i \ 5--'— ii� I \ ` I \ \ '� \ , q► \ 1, I l ' 109III I ` ` `. EN6 EN 12.20 20.00°Jo 0.20 0.33 16.55 52.34 To Pond E2 ` - ,-- •,\\ 7 `\ \ .,. I ` n 516 , CULVERT40A I \POND\ �\ \ t .• �I• \ 1 '� , \ ` \ \ \ \ ) ` '� �' a6 ` ` \ `® \ ♦ ` ``�`\ EN7 EN7 18.20 20.00% 0.20 0.33 22.74 71.92 To Pond EZ ' .-- 11 ` ♦1 \ I 1 CULVERT 40B S3 �\ / ♦ \ \ , \ 88 S20 1 `\ e . t \ , \ A�`✓ \,. J. .�••� \ ♦ , \ e 11 \ E51 E51 24.86 20.00/a 0.2D 0.33 18.53 61.20 To Pond E1 ' `♦�� 1 A I ��C, .. o.zo I • \ \ •z ioz /v 103 \ \ , A 1 \ 1 d 1� 0.20 1, lu \ \ / l I 1� \ \ l \ 1 \ �® 1 1 \�" y \ l -- \ \ �, ♦ — / _ 1 •\ E52 E52 8.88 o 20.00% 0.20 0.33 5.86 18.54 To Pond El �' ` \ ( / ♦ `\ ♦ • `, �' `\ 11 11 1/28/2025 r - y( `, 7 ••�•1� 6 ` \ `. i /' �/ I + \ \ _ _ r-//•► - , \ ES3 ES3 27.58 20.00% 0.20 0.33 29.59 96.50 To Pond El Ni \ EUl EUl 14.77 2.fHP/0 0.07 0.22 3.19 19.36 FlowsOffsite . \ ' , 1 ® ...t \ MI ♦ ,' \ . — — = `\ •),,, — `. I III \ \ / I 1 I 1 , ( , ( 1 CULVERT 38A \ \I, \ \ / / / , \ \ \ \ \ \ ♦\\ 1"Pr r /0.20 ` ` . 1 � \� _ -, \\_ 1 •` -� ,' 108 ' \ gi 1 •/ \ 1;1020 ♦ CULVERT 386 , , \ \ l , / 1 \ I III 1 `, \\ �, 1 1 ® \ , `� ♦ �' / 1 -\�\„ \di/ t , ✓\� ,NOT �1 I , 4 \ `� A\ `y..'\ 1 \•,- S. ,_. i' 7� - � • ` ' \� / ';'V -� \ ��+ I ti ( li 1 1 1f `, - �`, 1 A , I i I , 1 \ `V 1 105 \ ._-106 ,/ \ 107 `\ / ..___' i 1 �_`` ♦ ` •/ ♦ ` v p _-! ` SHEET NUMBER - -- -' 1 ' �__ - - -� � �� _ - - 1 = 400 (HORIZONTAL) D R '1 113 141 '.�_� �� _ _ui.t_m, ... - i 1 11- _ .r - "'- -, `� - CO U N ROAD I 32 '\ I ,- ' E Iw / ` L' 1 ,: \ ) \, / I \ \ ♦ \ , \ .1 \. \ , , ` mil/ LEGEND DESIGN POINT SUMMARY TABLE Cumula Cumulative Basin Design Area Percent C10 C100 Notes \ - j ) Designation Point (ac) Impervious Q10 (cf Ql� (cfs) � �_• 1E BASIN DESIGNATION �D1 in 0 Z --------7)..--</ `____,_‘\_k__-\__-- `I OW4 OW4 80.70 2.00% 0.07 0.22 6.53 39.60 To Pond W1 / — _ / . 1'\ l‘, \ ,\ � 111 \ ows ows 590.74 2.00% 0.07 0.22 572.20 To Pond W1 / o .� �1 /' \ , I, OW6 OW6 173.92 2.00% 0.07 0.22 192.10 To Pond S1 O7� \ , .. •-•• _ , \ , • ,\ \ J / ' / _ ♦ \ _�__� \� \ `t•l `, 1 I I , / • I / . -.. \ . (I / I 1 \ ♦\��„\ 1 I �' / ,' 11 'N' \11 1 \ ,/ `` t W1 W1 11.26 20.00% 0.20 0.33 286.70 To Pond W1 / I/li\ \ 1 i \ \ II I / \ 1 ,-�`. _ '^ -i',/l -'_^`` \\ \ / W1a W1a 10.26 20.00% 0.20 0.33 290.77 To Pond .\ \ \ \ \ , , \ \ 1 `\\ �`" ' j I 1 \ -}-�" \ 1 \ , \ \ \ ---„-„•„, ` t I \ \ I �,,./.___ /' — — — — ,, • . \ I 1 .\,____,./ ' t' t i,• i •\: • /- ,' ..---__-__ n t I\ 00 0.62 C5 W1b W1b 8.61 20.00% 0.20 0.33 4.96 15.69 To Pond W1 \ `\ , , ` / ' 1 j r \ \ \ ` " \ \ - `� \ \` ` \ 1 ' r — .... \ , , \ , 1 \ ` 1 I I II\ .� - ----/ ,�, .I � •1 fl • / BASIN AREA (ACRES) 078• C100 D I W2 W2 32.15 7.34% 0.12 0.26 9.70 52.01 To Pond W1 , \ / , \ \ , ` \ I \ A , ' ' 1 1 1 \• \ ` `I \\ • '\ , \ , \ \ `/ I / 1 , 1r r t \\1 '\ \ -`\ . // , I1, \ -, W2aW2a 4.40 13.76/0 0.16 0.3010.015237To Pond W1\ \ _ / \\ , \ t I l ' ` \ T.i,, \ •\ , 1 \ , \ I \ \ I N. .� 1 1 ` I \ \ \ �\ ` , / / ' ' -• ........ \ \ `..__.',///// - I , 1 1 \ \ , . • , ' I I W3 W3 15.56 20.00% 0.20 0.33 9.68 30.61 To Pond W1 \ , ` ` \ `_-' I ' r a 1 }' t. t ` ` " , ` / `/ / t ___ , _ —_ I II , X DESIGN POINT < ...i ac O W3a W3a 26.56 20.00% 0.20 0.33 19.65 62.14 To Pond W1 . , \ `__ ` EN1 1 1 \ \ ` ` ----- ' ` I • I `. \ \• \ ` I _ , \ N. , ' ! ! , , _ �`— ` ' // /11X \ ` 1 / . , 1 ---- . ._ — .. 11, 1 . r \ , CULVERT E1\\ t I \ `. •` \ \ \ . \I t . \ l ! , ,/—.,::,—.... ` ` ` �`� ` —' , // / / `• W3b W3b 0.97 20.00% 0.20 0.33 0.69 2.19 To Pond Wl ` / / 1 I , ' - _ + \ 1 / / --- __ t \ • `— . / . / 0.20 ?` 1\ \ •\ r t W4 W4 46.79 9.51/ 0.13 0.27 17.56 69.72 To Pond Wl ` 3.89 / ' r - ' " — ''t I 7C , „,...,:s„, •.‘ \ 1 \ ---� --_� , W8a W8a 1.11 20.00% 0.20 0.33 0.78 2.47 To Pond W3 , � 0.33 r I 1 �_ , ,- I — (— \ 1 ,II \ \ ` / - / - --.— ._� ,' , , , t —\ `� `�`� W8 W8 23.25 20.00% 0.20 0.33 14.05 44.45 To Pond W3 \ \ \ , / ��-• _ - EN6 \ \ • t \ \ . \ , 1 , , , • \ \ \ J-< ` ,....,..-.--„‘.........-.1._ -- W5 W5 36.46 14.35% 0,17 0.30 17.23 60.13 To Pond 4 • \ \ \ ." / a` , _ •• � `/ k• \ . � �` �� `C-�' rte- , \ \ \ , � \ 1 \\ `. '`•�• 255 0.20 _`, / C ` (-4."—', —� ` \=r •—T `� W6a W6a 23.24 10.49% 0.14 0.28 9.81 37.75 To Pond 4 ,` / , 12.20 _ \ p*256 ,.-z....._:.... _ — /-= .� —' ,_ es. , / DRAINAGE BASIN BOUNDARY ` ` ` ' ` \ ` / 0.33 _ 6 - EN6- \. - - '_�_',/,/ lam,`, \ , , �,, `./ ` `, `` `. -` W6b W6b 6.46 20.00% 0.20 0.33 26.59 94.65 To Pond 4 \ \ . , t r✓ �' \``� , , `_ -- /' - - I`• / /;- W6 W6 9.70 20.00% 0.20 0.33 6.19 19.59 To Pond . ` �\`' 6 _q 57 t �_ `` `_ ,'-^ / ' -i :% .. / / / _ W10 W10 18.22 20.00% 0.20 0.33 13,86 43.82 To Pond 4 \ ` , a EXISTING TRIPLE CULVERT / = ",, EN1��25a --.�� _ ©...,/, \ •:-.........01----...--.X. \ POND - j�-?� `-�`' ... '%' ---_, j%I� ' �® /i��I 1� \• , - — -'= PROPOSED STORM SEWER/CULVERT 1LLJ �0�� PROPOSED MAJOR CONTOUR / 100.„....___,/ PROPOSED MINOR CONTOUR l— Q W11 W11 1.44 12.10% 0.15 0.29 0.78 2.88 To Pond4 I / • �- ` - # •�� \ \ , 258 ,_/� r- _ . \ I ) ```� ' ` ` ®, /� ' F% —'�� +" \ \‘-‘-s- \ \ I vI EZ _ _ - �- -_ _� —= �� , >.,•\...\\,.\\‘‘. W12 W12 806 19.44% 0.20 0.33 5.14 16.69 To Pond 4 ` _ ` , 1 CULVERT E2 - i v ♦ v-.,_ , / 253 / / ♦ , ' ` _��✓ , _ ,•v /' EN7 , , W13 W13 13.69 10.35% 0.14 0.28 32.66 112.63 To Pond 4 1 %/ , , A �� •I• •v\V• ��` , ` v �� , 't ,�' EN2 4�-\ CULVERT E3 • , . I -- IX‘S v`-� � �.--, `-� _� �._� r 1 A(� -- ( •�J% • v ‘‘...\„......•......... / -^, ` - �� , 1 ) I •�` ' 283 .�.�\ t ,• , , A \ ♦ X. l.J .r __ -_ . 1 V v ,♦ . `, / - ` \--'� �� `` W14 W14 179.18 9.22% 0,13 0.27 - 119.80 To Pond4 \\‘‘‘.., /. . \A• . ✓, \ EN4 �j� •, { ,�\; \ \ \ . I /, •t` 1 W15 4.66 2.00• 0.07 0.22 0.93 5.63 To Pond 4 __ •c' IMIFW15 `‘\\ `A `' \`\\ 'if —� ` ;EN2 I \ i ' ' 2 12 0.20 -- , ♦ - _ I - `• W16 w16 2.35 zo.00•� o.zo 0.33 1.66 s.zs To Pond S1 \ ` •�, `, i �7 'I ,''-I 1 �� 2'8 \,\, , ) ' ' r l 0.33 2s2 \`259' `A `' ,,,.` EN7 I \ <v ` `\ / ` `• `\``� ` ` / / j - , / , Si Si 27.67 20.00% 0.20 0.33 101.70 To Pond Si ,► \ \ > —••• ';//1/Z / J $•'S \\ \\, I 1` . Y= , �� \ \ , ` \, ,\ •\\\, 'N ` `• •/ \-.-\ ••••\•••• ` 7 OO / EXISTING MAJOR CONTOUR / 7OO EXISTING MINOR CONTOUR FLOW DIRECTION —�•—•�—•�—��—��—��— INITIAL OVERLAND FLOW PATH ------------------- CHANNELIZED FLOW PATH DESCRIPTION 52 S2 21.99 20.00• 0.20 0.33 107.40 To Pond S1 1 • . �\ > , ' "'-' 't�i�i� , `-- ..,-..-..-/ _ , , , \ A ' 18.20 0.20 , . , \ \ \ /////• /�`._ . A• ` \ l' `__. , ` O S3 S3 6.31 20.00% 0.20 0.33 4.11 12.98 To Pond S2 \ , `� tt , "G , I t^tt I \ ®< \ '� ` \ `. r . r . 279 N \ — A , \ / - •A,\ �1�� \\ • 1` , t • .` �' •`• \ `• ' • 0.33 \ _/ \ \ N. 1 ' •`, ••`\ ,\ S4 S4 21.13 20.00% 0.20 0.33 10.75 34.00 To Pond 52 w 1 t I ,. r • 1 / t \ \ . �`,��^ �\ \ \ ' ( • I \ • I \ \ A , \ 1 ` /.. • \ \ EN4 1 . \ -- / , A , \ -1\ \• I • \ • \\• ' ` \ \ , \ A • A \ t ` ,/ I I I 1 I \ 1�,1 \ \ • ♦� r , `, 260 1 I ♦ �_\ \ , S5 S5 9.16 20.00% 0.20 0.33 8.87 28.05 To Pond S2 r \ , , _\� _ _b.• �/ \ `\\ •, / 56 56 2fi.22 20.00% 0.20 0.33 29.23 92.45 To Pond S2 ,i,� , , l A V A, �\ \ d // ! i \ , 1 , \ • - /-2,A., jA t r ,. V A , G 10.86 0.20 �. / I_ ..• \ I .- l— / \ `F ` I 1 , ` • ` \ / r, /, t v v .;� \ \ 276 l� vI •280 A I , \_ 1 v t �C v v• , S14 S14 22.83 20.00% 0.20 0.33 11.80 37.31 ToPond 53 ,. �' ► •`� • ��` ��• 0.33 — f% / ��._� ��—�� • \\ „. ..././ \POND 9 +A / �� v r v S15 S15 23.29 20.00% 0,20 0.33 12.97 41.02 To Pond S3 •�vt""t • }�\I"t , -` I ,♦` vAvv�vA�� 1v\ / A+' \I �� '•, , I ` v V ` `, ` ' ` ` ` \ ` ` 516 516 2.85 20.00% 0.20 0.33 12.85 40.65 To Pond S3 �. • •- .•, � `\ "" t1` ` 3 ` ,` `^� \ ,`\`\\\` y\ I \ ' / ' , 't^` I •—_J, ' ' \ I t 1• \I \` \` , I \` \ ; D �r \ 517 517 29.19 20.00.6 0.20 0.33 23.30 73.68 To Pond S3 , -'-/ 1 E9 i - `--\\•\ \i • ,`\� ' I \ --' ,281,..., `. -,' / I /, �\ V •\ \ `\ `. i , _/'1 \ `. `., / , 51a S1a 3.70 20.00% 0.20 0.33 2.45 7.74 To Pond S3 •S/w ,--. ,\\ , 11` • ••••-.,•\ ` ♦ 0.20 0�' / / I r ./261 ' ' 1 , j , 1 \ , " C ` I i t t •\ • I III ♦_�\,`\\ \' Ae\\ CULVERT E4 CULVERT E5,',101/4" , 1 t j \ \ I \ • ` l S8 SS 1.93 20.00% 0.20 0.33 1.34 4.23 To Pond 54 _ �, // \, �, �_ \ /--„ • \'\'\`� ��,\\ ♦�6 0.33 ! L� _ `\ \ 1 0 •`\ 1\ `• `\ \ ' `. / , t `. `--_—/ '\ �'/-•`u _ `` , \, ` i _` ' ` t 59 S9 10.40 20.00% 0.20 0.33 7.88 24.91 To Pond S4 / \� \ / ` \\```,,�\�`\\`\ ♦ ••/ �\�\`\ ` \ • \ � 510 510 12.93 20.00% 0.20 0.33 13.00 41.11 To Pond S4 I / _ ^ + , , \ 7 > / EN3 \• \ \ 1 \ .\\‘‘,`,\/ `\ \ , ' ,, / / ..\\ \ `,� \ > ♦ EN3 `—, � I _= / l —-t , \` t ` ` ` ` Sli Sll 11.22 20.00% 0.20 0.33 6.93 21.91 To Pond 54 I - , „`t /,.�`,\ \\ / - ` �,, .ENS , I / / I ..\•••.111‘•`` , — — \ \ `\ \ ` `• — / r \ \• \ ` r 0.20 ,%. / / / // r • , , \ Gal \ 512 512 18.24 20.00°6 0.20 0.33 14.92 47.19 To Pond 54 , \ \\\\\\ ` \�, ©,. 2.21 t , , / / \ \ / l \ •Y1 ` `4I‘‘\. 513 513 72.83 20.00•% 0.20 0.33 38.11 120.53 To Pond S4 /, / \\ \„\` - \•_ _ , / / \ \A\\" A\„ ` • /- 0.33 274 I , - \ 273. z6z , / r`\ t ,I/, / / / \ \` \\‘` \\ \ x t \___ ` . \ 1 / \ \\\ \ , \518518 12.17 20.00% 0.20 0.339.4729.95To Pond S4 _ r /'\," -'i�I \ 1 , `/ / \,\ •\ \ \\ \ /- \ • 1 1 \ \ 519a S19a 2.21 20.00% 0.20 0.33 1.52 4.81 To Pond SS IN lill IN , , \ t\ \ \ , - , , \ \ \ , , - y 1 1 \ �\\\ ` ` , , \ \ ,N .� I 1 1 t , \ • % li 1 \ 519 S19 67.45 20.00% 0.20 0.33 27.07 85.61 To Pond 54 ` ` ' 1 ` • ` ` ` ` ' ` S20 520 60.16 20.00% 0.20 0.33 253.00 To Pond S4 , •\ . �� ES 1 ` - ''' / 1 I. \ , • , • \•\ • \ \ �'\ •, - ♦ VA \ V / �. . A . �, �, I I! \ ' AAA V ` `• A 1 ` `�. 521 521 7.12 20.00% 0.20 0.33 4.61 14.58 To Pond Sa ` \\ , 0.20 , • ` \ ‘'•\ , , , 263 / , '"� \ V \ 1 \ ♦ , V \ \ l , 1 t \ `. 1 \ ` \'.1k‘-\ t1 t 24.86 \ •♦ .\ \ I �' \ EN5 -. , 1 I �\ `�--,- ` REV. NO. aaaaaaaa 522 S22 17.11 20.00% 0.20 0.33 11.29 35.69 To Pond 54 , i ,• \ . \ 1 / • \ V f \ S23 S23 7.02 20.00% 0.20 0.33 4.07 12.87 To Pond S4 • ``•,\t, 1. I ,/ , ` I\.\-• •- 0.33 �\ , \‘‘‘,\,•., \ \ \ ` ` 272 \ . .`♦ \ \ , I , r, 1 I ' y 3.83 \'\ , ,. t I \ \ 1 \ \ 0.20 , •\ \ t l 1 t t , ,• / t 1 `t U1 U1 5.44 2.00% 0.07 0.22 1.32 8.02 Flows Offsite t',\ \ \ 271 - `� ` • ` ` ; •'` •\ •`. •, I , , \ , S r I 0.33 / `� -. / `A •\ \ / , 1 I 1 , , U2 U2 2.75 20.00% 0.20 0.33 1.93 6.09 Flows Offsite .. \� , , /'1\\`�A , '<� , , _ \ . \ , , \ \\ ` `•\` \\\ \ `264',........ ` �' \•`.� I•1 , r \ , , , / I I 1 1 \%%1 `� `,`�\ 1 / I I 1 I I j U3 U3 2.59 2.00% 0.07 0.22 0.66 4.02 Flows Offsite . ,°{ •>' vv _tA.� 1,1 \ ; `��.��-, \ �J��.'.....-_� /* 'I" , \`AA\111, t `, V\1 , I11 1 , I • \ \\,\ ` A / �i �� "�,►w�+fir `� ` �'_` . , , 1 \ 1 1 ` \ \ \ / I \ \ I \ EAST AREA . A \ r /_ ` \ \\1t\I • / 1 1 /�_\\. \\\`-`---'' \ . - \\ \\ /'�-�-- ` _- •0,00,0, _ \ GM .---,• \ 1 -' ' F1 F1 12.34 12.10• 0.15 0.29 5.46 20.07 To Pond E1 • �.•� 4\a \ 1 I/' , \�'•_ -.` \```` \,` \ --\ , ,-/ t 1 , \\ \ \ + , CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 DRAINAGE PLAN - EAST WELD COUNTY, COLORADO F2 F2 6.86 12.10% 0,15 0.29 3.62 13.31 To Pond E1 '�' �,• -� ` �`_ 12.34 0.15 \ / \ �zs7 .,' Z -..-2e;.-_-----1 , 111 \ ,,r t t , A `\\`� \ '\ ` ` `. , , , \ , `, E9 E9 8.26 20.00% 0.20 0.33 5.98 18.91 ToPond 9 , • ♦ 0.29 F1 \ "� ` /• •,\ `. ES2 , 1 1111,1,/, [ r , 1,,,11 -, • �- t V•\ \ \ , • , , / / i ` \" `, A , \ `. r / / \ EN1 EN1 3.89 20.00% 0.20 0.33 2.74 8.66 To Pond E2- . __ \ 270 " '' \, ., o /• e•\ `�. . \ ` ` 0.20 r, , , \\-1 • , ,`\`\-, / / .` ' ,11111.1•.%\2:---\\''/I.,---- ` / ,1,1, . -/ -.....-::::.,11'\‘\:.\‘‘\:\\‘‘‘‘\‘‘\\\‘‘•,/ \\1 , \ . \ ` / , \ ••\ EN2 EN 2.12 0 20.00% 0.20 0.33 1.47 4.64 To Pond E2 I • 1 r1\... - - , I \\: ' / ♦ . / I , 8.88 • t -._-_---1---- 0.33 -, / !I\`, 1`'i-:------- -, \. A . . / / \ `� -- .`- �� r . \ , ` .......____..../ ` ��j EN3 EN3 2.21 20.00% 0,20 0.33 1.68 5.31 To Pond E2 • / �� \ ` •\ \ \ vv 'v i �` Jyy � � EI . {` , `266 t _ - ••` / ` �" ---- 1\\I `\ `_` \ ♦ N` ' / /i A / _ .� t/ [,• y� ,,1\\ EN4 EN4 10.86 20.00• 0.20 0.33 7.08 2239 To Pond E2 ,,\\,\\•,, \/ ° . . \\. \" 1 \ ^ `. --- ' t1• ` i 1 ,♦t \ •\• ` \�`` ,I \ - 1, �g) ENS EN5 3.83 20.00% 0.20 0.33 2.60 8.22 To Pond E2 ;—�,\ V\ ,\•`,•\ \ \ \ \ •\A ‘‘ ` ' \` `•`\ \\ ! , \ ,V ` ` ` \` I 268 \♦.• ♦ \ . _,,, -- `•\ `.—, , ! __— ^ _ ^"\ 1111 1 \ \ 11\1,01\1,i 1 \ \ t , \ , \•\ \ 1 1\\ EN6 EN6 12.20 20.00% 0.20 0.33 16.55 52.34 To Pond E2 ` . A♦ / t ` , \\ \, �� _. , 1� I ` \' \ \ , ` \ A. \ V� • 269 \ `\ %., . ._ ` \ —\ _ _ . ` ' i' 1 j I1 \ ` \ `` \ ` ` U' \y1 I I,1 I At`EN7 \• 1\ ` \ • ,�1`t , I . 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UTILITY CENTER NOTIFICATION OF COLORADO ` ,. _ -`' `, •,/ • , ` - • I \ • '1 . \ ,`. ` , ; \ .\`,. 11' \ ` `,�`\ `-- \ \ \`,,,\` .,,•,, \ „„\,„,;,.,,,,,,..., I 1 \ 1 `,`s. \ `, \• • �" \ ,, \-,, 1 I ` \ \ X X ' `• , !I t \ 1 ` , 1 _,- I I ,\X. \ ` . ---- ; ,_ , , „ ,s ,,,,(, __._ -„ / /N \ \ \ \ \ \ \ I J r `` , • \ , , _ \\` \, `, ` , / X) • \ .� `\ , I \ •\\ 1 _ \ , , 1 \ \ `\ I ' `` `� \`,\`` `'' I I / I , .\ ` 1 I `', . ,1 wr, ` '-` - ` ♦`\ .` - 1 \ • I• `` / 1 I y / , \ .• , \ It \ ._. I1 %I , \ •,•,• \ \ • \ ................. \ . , A_ \ , . . , , \ `, \\ \ �'_ 11 II \ \ , \` \` / -V '\ y / �r �` \,` \� • -tom_ \ \ • \ .�•�`- .. , • \t \ `V I - \\ \ `• It , \ • I ,' , I f _ 1, , , i--- I `A U X111.' lI III 1111 �i i 1t, / I 1 / \ 1 \ ` ` / \ \ , // , \ / f I \ ; ; t, `\ l I ` \ •I \ \ \ \ \ \ •\ \ 1 (,--, ` ` . \ •, 1 . \ A , , • \\ •` \ ,` \` `` ;^,` ` A \ \ _ 4 i `A . ` `\ -•,....\,•,,,.•_, ``/ ` \ -\xj�, •\ 1 `t ► \ 1 \ \\ / 11\ ; i I\ ' 111\ ,--',,/// I ,� PL TAJ -�T 1/28/2025 „\ i `\; '`� •, \ ,•t / 1 -,• - � \ ii�_�_ / , , ,' `\ ..\ a�'� �� kll ,1 . 1 \ t1 ` ` ` `�_ ',, /_ \ ^ \` \` V ♦ , \ < \ 1 1 , , ,` [I tr`/1.,.n��'�I I ` \ ,‘ \..„.....4!... llyy\\•�\ t`1` •` � � \ / \ `�`\ I``, • .,� -' 1 I; , `\ / 1 `> >\ `\ I ` 1 • •♦:'.;:, • • • • ��i� `\77 • - \ `•-•••••••---.'''''s I �\ �` ` `` ��` ,\ \ / 1 __ • ``\\+`�`;\•\�•- 0 300' 600' SHEET NUMBER \'1i ,•'-�i/ • 11 1 300 (HORIZONTAL) D R2 114 141 , N.\\ • ' \ ,� '.`� � � ----........ \ � ` \. / -\ . � t ' / / _ \ / G RETENTION POND WI Q100 IN 355.07 CFS Q100 OUT 0 CFS BOTTOM 4884.5 WQCV 2.16 AC -FT WQCV ELEVATION 4884.82 100 YR VOLUME 40.96 AC -FT 100 YR ELEVATION 4890.09 1.5 X 100 YR VOLUME 61.44 AC -FT 1.5 X 100 YR ELEVATION 4892.58 SPILLWAY ELEVATION 4894 G• CID N N N / / •/ _ O - / "-' / /" -S`. / I /\ '`�:..... I / / / / / N N J 4905 / • '' RETENTION POND W1 DETAIL \ - ,/• / / / -'-- --- ---------------- -- ------ ' --�'" / / ;/ �/ /i /// i , I / / I './ ---------- ---- ------------------ ----- • '/ ,// /i / • / / r I / \ `- I / I / I / ti/ / 1 \ I \• \ \• ; '\ / N o \V // o G' 1 NIT / C / 's -.Ii ` ` - / // \ \o O\ \ N U 4905 - - / I \ - G-G� - G O \ - • • • \ \ \ -r- :J ` N , RETENTION POND W1 • \ `\ \ • N \ CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 365 FT PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4894.00 v\\ • • `\ `\ \ \I 1 -♦\ �`\ \ `\ `\ �; \ I . `\ `\ •\•\ `� i ` \ •`• \ \ \ \ ` , \ + ` \ • \ \ O \ ` \ I 1 • ` \ •`\ ` •, CS\ \ • \+ \ + \ \ `\ •. \ •\ X. \• \ , \ I \ \ \ \ \ \ \ \ \ \ \ \ ♦ , \ `\ `\ I \ \\ \\ `•\ \ •`I •` `• / X • • • • \ ♦ I , \ ,♦ ♦ / \ \ \ 1 •\ •\ \ •\ • • • • \• •_ _ _ \ 7 \-. • • • • • • /....-';,/....:_, __ __ __ __ __ __ __ : s. --...s.......:,,-....:,.....-----...:::„.....-....,..., • \‘‘::\ \\ \ • • N. \ s. \ \ \ / / i ill/i `\'\ 1 / / \- -`♦ \ / I //�/,/ // 1 1 1 1, IIIII ` 1 \ III 1 ,`I —_—/ / ` \ ( \ \I \\ I I `\\ \`\\ I `.,•-., •-•, \ \ •\\ ,\ N j `\ - ./ \ \\ N \\ I \ \ / '/.. \ 1 \ \ / \ f \ , \ / \ \ I I i f) / \ 1 I \ / / / + , I I \ \ I - + LO I I \ I. I I O , O I Ul + \ I 1 + O \ 1 \ I 1 ' \\ I \ ' ``` \\• ` \ ' \\ I /,•I/ i„; / 7 _ ___„„),, • • • • • • • • • • • • • • • • / • N. • • • TYPE "M" BURIED RIPRAP - • • • • • • • • • • ss • • • • • • • • • • • KEYMAP 100 00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) 41'S EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w 0 DESCRIPTION REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' mml 1" = 60' (HORIZONTAL) iTt cn< e r1C\IZ d° ZZIm- WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER PND1 115 OF 141 RETENTION POND 4 Q100 IN 96.52 CFS Q100 OUT 0 CFS BOTTOM 4831 WQCV 1.88 AC -FT WQCV ELEVATION 4831.78 100 YR VOLUME 16.57 AC -FT 100 YR ELEVATION 4835.08 1.5 X 100 YR VOLUME 24.86 AC -FT 1.5 X 100 YR ELEVATION 4836.64 SPILLWAY ELEVATION 4839.08 • `• \► • \ I `\ • `I I '`♦ I \`\ • 1'- / I co \ \ ` \ 1 I • , \'I • _\\ \ \ I y -,• \ • I • I% I \• • \ • dI-4 • • I - \ \ \ I• 1 • r n. ` , I \ \ \ • \ \ I \ \ • \♦ I I \ \ \ I • • \ \ • • •• \ \ \ , I \ `\ ` \ \ •I ; I \ \ • • \ I • \ • I \ I \ , \ I I I I \\ \ 1.II \ I It \` • XX\I \ \ ` 1 , I \ \ `•`•I I \ 1 I• I \ \ \\ , ` I I I I \ I 1 , I \` \I \ \ I I I I \ I \ \ • II I \ I \ , , I I I \ I I \ \ I I,, I 1 1 I •' ' \•` ,` `.` \ ,• \• ♦ \ ` •\ \ ` -` ` ` `\ • `♦ \ \ \ \ \ \ I ♦ \ \ \ \ \ •\ I \• \ I , \ ` \ • I I \ \ \ \ \ \ I \ \ \ I , , 1 \ I I \ \ \ \ \ I 1 I \ \ I \ \ `\ `\ \\ 1 1 \ \ `\ \ \ \ • I \ \ \ \ \ I `\ \\ \\ \ \` \`• `\ \ \ \• I I `• `•\ I \ I \ \ , `♦ \` \ I \ \ \ , \ \ \ \ I I I \ \ \ , , • I I `• I \`\ \♦` \\ \ I \ \ \ 11 \ \\ ,I •\I 11 \`• I♦ - 31 \ \` \ , I I 1 \ `•\ A I 1 \ V A , ` \ \ I \ ` • \ • \ II\\\ , •I I I •` •\ \ I \ I I II I • 1I 1 \ \ \ \ a) I I \ 1 I\ I •\\ \\ \ \• \ \I `♦` \\ I . ♦ \ `\ I ``` \ \ • \ I \ . \ \ \ , \ \ , \ \ I I I \ \ \ \ \\ • • \ \ \ G \ • \ \ \ \ \ I • I • • \ •• • • • \ , , \ , • • • • • • • • \ \ .• ♦ • ` RETENTION POND 4 DETAIL \‘‘ \ \i/,‘, ‘,/,:i:‘, :— / 1 1 /,‘,/:,—;:ii,".7.r. ° i „ /\ : : IL, Q "//u 1 lI 1-„\\‘„ -:1-, 7 - ` \ :1'. 1/1 -4831- ‘\NItl\\" 4*\1/4 .81 14 4_- 1(O _ RETENTION POND 4 -- - -__--_;-' --,; '-------------- ‘111:kiASkiNktNik%48.35 �,`�;� __ - __ __ __-- _N- • • • • • • • \ _♦ \ \ • G • • \ • • • • \ • • N • • • N N TG EXISTING CONCRETE WEIR SPILLWAY -/ \\ TOTAL LENGTH OF WEIR = 128 FT PLUS 9' WINGS ON EACH SIDE \ EXISTING WEIR ELEV = 4839.08 \ \ • \♦ \ I \ • • • \ I • • • • • \ • • • • • • \ ♦` N • • • • \ • \ \ • \ S. \• • --- -- I\ i' S. \ - •`• I • • - ' , \ • ........ • 1 \ • . \ \ • \ • • \ G \ \ \ s / N N • G G \ • • G\`' G '.C3 G__--- G G• • , o `♦ G • • • • \ • • • \ 7\ \ I • • • • • • • • • • - • • • • — • / • / K, \ I I \ • G --- \ • / N KEYMAP r- 100.00 "777 - I t LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE W' EXISTING WATER LINE OF EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE 0000000o0000000o0 > o 0 0 o a o o o c goo 000 No NooNo?< NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. <4.14.14.14 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO J I- W 2 0 O Tr Z 0 H Z O LW o Nz bo °ZZH RUz W zW-�W So_Ew WELD COUNTY, COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) PL TAJ 1/28/2025 • SHEET NUMBER PND2 116 Or 141 \ \ / \ I 1 1 \ r I i< • I 1 1 `♦ 1 1 I I I I I I I ` I / I I 1 \ I 1 I ♦ I \ ` / I 1 `\ •` `• I ♦ ♦ I • • • \ \ \ 7 I I 1 1 • \ \ \ \ / ` • `\ 7 ` 1 1 `I ' I I \ \ ` ` `, `, 134 \\\ , ,/' ♦ ♦ `, ` I I • • • • • • X • X -3- • • • ? • I 1 \\ 1 1 1 • I \ ` ` 1 \ `\ `\ `\ \ \ `\ `\ ♦ \ • • • • I I I I • • • • • • • • • / • N \ I I \ \ `\ \ \ \ \ \ \ \ \\ `\ \\ • • • • I • I I • • • • • • • • • /• • / / I I I \ , I • • • • I I • • • ‘‘: • / / - - I ,I • , \` \`•`\ \ \\ \` \\•\:::‘\::::\:\\•‘::\‘‘‘‘‘\::‘:::\\:‘,‘. \ `\ `\ `\ \` ��9 `\` • • • • • V • • N • • • • • • I 1• -_ • • • • • I • • • • • • • • • • I • • • • • /s..\\\*‘‘....:.\ %:7‘ '‘...... • • • • • I I I ` \ \ ` • \ `\ N `\ `\ `• \ `♦ N ♦ \ `\ ` CS \ \ `\ \ \ ` \ ` ` \ • • • • • Ix • • • N • 1 I `\ \ `•`\ \ ` N ` ` ♦ `• •♦•\ ``•`•`\ `• `\ `• ` `\• `\ • • • • • • • • • r. I•\ \ \•\ \`♦ `� `♦ `♦ . \•\ \ \• •\ \ \ • \ \ `� \ • • • • • • • I • • • • • / • It • • • • • I • • • • • • • V • • \ ` \ `♦ ♦ ♦ J \ 1► \ \ • • • • • • • • • • • • • • • \ \ \\ \:7 •:\ V: LC): \'‘.‘ \•\‘‘ \\ •\ • • • • \• • •\\\ \\`• \ \ \ \`\ \/ 11• \ • N • •• • • • I • • • • • • • • • • I / ♦ \ ♦` \\ `♦. .\ •„,_ .♦♦` `♦♦ `\♦ \ `♦♦ `\ \\ \\ N \\ ` 1 I I I \ \ `♦. • • • • • I I I • • • • t 7 • I I • • • • • • • N • • • • • • • • • ♦♦• s♦•♦ ♦ ♦ \ \ V \ I • • • • • `\♦ N `\ `♦ `\ ♦♦ N `♦ `♦ �`♦ `\ ♦♦ `•\ ` \ ` `\ I I I I 5 I \ `\ • • • • • • • I • • • I • • I I • • • • • • \ \ ♦ `♦ ♦ ♦♦ N ♦. '•• . ♦ \ �� \ `\ \ \ ` \ \ \ 1 I I • • • • • • N • I • • • • • \♦ ♦♦ S. ♦♦ ♦ ♦♦ ♦♦ `♦ \ ♦ \ \ \ \ \` •\ \ I i I 1 • • • I • • • • • N • • N • • • • • • / ♦ ♦ \ \ • • `\ N ♦`♦ ♦`\ \`♦ `\ N \ `♦ `♦♦ ♦♦♦ ♦♦ \ `♦ \ \ \::::::\\:\ \ \\ \ 1 ; I \ • • • • if I I • • ••\:‘::\‘ • \ ♦ . \ • • • • • ` ` ♦ ♦♦ •••.„ G� `♦ `• ♦ \ \ \ \• \ ` \ \ • \\ : 2 •/''__. ♦•``� ♦• ♦ 4925 `♦ `♦ `• \ ` \ • ` ``\ `\``\ \ \\ ``\ \`\ ` \ i/lI • ♦ I • • •♦\ i /• �� \ \\ \ \ \\ \\• ♦ \ \ \\ \ \ \ 1 \ `'‘••\‘‘•\\ `` \ ` \ \ `` \\\\7:\\\7\2\1\\:‘7•1 \ \ \ \ \ \ , \ `♦ • N • • • 1 / 1 • \•\\ 1 I / / 1 ♦ \ 1 \ \ \ \ 1 ` ` \• \\•\ \ I `I ``\\ ``\ 1 \ \� \\ \ \o \ .t \ v RETENTION POND W3 Q100 IN 34.79 CFS Q100 OUT 0 CFS BOTTOM 4891 WQCV 0.23 AC -FT WQCV ELEVATION 4891.37 100 YR VOLUME 2.24 AC -FT 100 YR ELEVATION 4894.04 1.5 X 100 YR VOLUME 3.36 AC -FT 1.5 X 100 YR ELEVATION 4895.20 SPILLWAY ELEVATION N/A RETENTION POND W3 DETAIL \ • ♦ ♦ N •\ \ 132 \ \\\ \\ \ , I 1I \ \ I I , I I I I I I I I ♦ / / , / / I \ , , / I \� I / / / ,/ / I/ / / I I I I I /, I I I I / I I I I I I 1 I I •1 I• I / • ♦ \ \ / I ` \` `` \` \`• \• - --- • / I I \ \ \ • \\ \ \ ` •♦ •\ \ \ I \ \I `` \\ ` N \\ • \ \ N • \ • \ •• - •`• ` `\♦ N \� \ \ \ \ •` • \ . \ / I \ • \ `• 1 ♦ \ • .\• ♦ ♦` • ♦♦ ` - ✓ , - % / ` , 1 I ♦• • • • • N• • • I / II / / •I •♦ ` \ ♦ ♦ / I I / / / I / / \ \ • - / / I `I N • ` `♦ ` / / 1 • I / I \\ N `♦♦ ``♦ `♦.-------''' /' / / / I I I / \ . / / I ♦` • s``• `` '' / / I I I I / \. \ \\ `." — /' /' I / I % ♦> \ •` • -` '' / / / I / / / \ •/ / / / / / \ \`— I I 1 I I / 131 I f I I I I / / I I / I, I I I l / ♦ / , I I / °\ / / / I I I I / I I / I I 1 / / •/ • / • •••••.„,../ / \\ / \ / • .\ —' • • \ \ \ \ • / / / / / , / / // / / ••••• I / / , /' / // /' / / • I // / / / I ♦ I \ I \ I \ \ \\ \ I t I I / I I / / / I l I / / • \ 1 • \ V. / / I I I I / I l / •/ / I 1 / I / I / 1 / I l / • ♦ • \ `.; • • • • • • • • • • • • • • I / • / \ ♦• ( / • • / • N N • • • I I / / • • ♦ N `♦ `\♦ ♦♦♦♦ ♦♦♦ \ `♦♦ ♦♦♦ `\♦ `• ♦♦ • \•1 !! • • • • • • • • • • • I I I • I / III I / / / • I • • ti ♦\ \\\♦♦_♦ ` ` \ ♦` `...... \•••,,, `\ \ `\ \\ `♦ `\ I I • I I I I I , \I /� I I I / / I • • \\ @` \\\ `\ \\ `\ \:1‘'.•\?•\:‘'.‘ `\ \` \ \` `\ 1 1 ` ` \ \\ I % 1 / • // / \\ `\ \ `\ `\ `\ `\ \` \` \\ ` `\ `\ 'S \ \ \ `\ \\ i! i i I I 1 \ \ \ \ `•d \ \ \ \ d . \ \ \ \ \ \ ` \ Cal I I 1 I / \ \ \ `\ `\ `\ `\\ O \\\ \\\ \\\ \\\ CSC \;\ \� • \ `O\ \`\ \`\ \\ \\ \ I '\ 1 \ I / / I / 1 \\\ `\ \\ \\ \ \ \ \ `\ \ `\ `\ \\ `\ \ \\ \ \•\ \\ \ \• \• \• • V • \ \ • �• / ,.1 \I \\ II \ \\ \\ \\ \\ \ \` `\ `\ `\ \ •\ `• \\ `\ \ \ ` \ 1 ' \\ \ \\ \` \ \\\ \\ \\ \\ \\ \\\ \\ \\ \ \ \ \ \ \ \ \ \ \ I \ \ ♦ \ II II \ •\ \\ II \I \ \ \\ \\ \\ \\ \ \ \• I 1 ,1 •1 I \\ ` \ ` \\ \\ \`�{ \ I \ I I \ \ `\ \ `\\ \ \ \ ` I I I \ I \ \ \ \ V I 1 V 1 \ \• I \ I \ 1 \ \ \ I I I \ • \ \ \ I I I \ \ \ \\ \ /�I I I C` ` `I \ ) I I \ \\ • \ N I ♦ \ \ \ \ \ I ♦ \ I I \ V I I I N 1--'I I \ 1 1 \ n 1 I I 1 I 1 1 1 �/ 1 •1 - I 1 I •1 I I 1 1 I 1 / / I / 1 / 1 1 I I 1 I 1 / • \ \ \ •♦ \ \\ \ \ \ \�`\\``• \\ \\ \ ` ` ` \ `\ `` `♦ `\ \ ` \ I V \ \ \ N. \ `• ` ` ` 11 \\ \\ \ \\ `` `\ \ ♦\ N `` \\ `♦ \ ♦ \ \ ♦ \ • 1 \ \ •`3,1 ♦ N •\\ \ \ \ \\ \ `♦ •`` •\ 1 , \ \ \ `\ `♦ `♦ \ `` `♦ \`. O 1 I I I 1 \• \ \ ` \, \ \ \ `♦ `♦ `♦ `` \ \♦ \♦ `♦ `\ N I 1 \ \ Q ♦ \ \ \ \ \ \ `♦ N I 1 `\ \`• l9] \` `\ `\ \\ N `` ♦` •` `\ \ ` \ \ ` \ N ♦ / 1 `♦♦ `♦ �\ • `\` \ ` `♦ \ `♦ ``♦�`\ \ \ ` ♦ \ . . \ \ \ \ • • • •\ 127,,• •♦ `\ \ ♦\ `\ ♦ Ns. I I \ I I \ ` \ `♦ `\ `` `\ \ `♦ `\ I ♦ ♦♦ ♦♦ N. ♦♦• \` ♦\ . \ \ \ \ \`• • \♦. \` N ♦♦` ♦\ ♦`` ♦\ \ \ 1 `• ` •` N ` • ` ` `( `\ ♦♦ ♦♦ \ •♦ `♦ \ • • 1 `♦ ♦♦•♦`. • • ♦ I I—_ ./ A RETENTION\ POND W3 I \ \ \ ` \ ♦ ♦ ♦ ♦ O • `I \\ \ \\ \\ \♦ \♦ Os\\ \ \♦ • ♦♦ N ♦ — • • • • N — — - \ — - - - \ \ — — ` — -----_ \. \ • \ --- •`♦ \ — _---- • ♦-• \ • / / • • I 1 1 I / / / / / /'• 1 \ 1 1 1 1 1 / • ♦ ♦♦ • • \ 1• 1 / / / / / / / / / • /' 1 • •`` N. \`♦ N ♦♦•♦` ♦`` \♦ \‘‘ \♦ \♦ \ •♦♦ •` ` \` ♦♦ • \ ♦ \` \ -- N •......... ♦• ♦ ♦ \ ♦` \♦ ♦♦ ♦♦ \ • ♦ ♦ \ ♦ • ` -- ♦ ♦ \ \ N. ♦ ♦ \ • • ♦ N• \ ``♦ N `♦ `♦ ♦\ ♦♦ \ ♦♦ •♦ ♦♦ \ • ♦\ \ • \ \ \ ♦ \ `♦ `♦ ` `♦ 5F.'970‘•• ♦♦ \ \♦ \\ ♦• •N •♦♦•♦♦ %‘„ ♦ ♦\ 1 `♦ \ ` \ `\ ♦`♦♦- ♦ ♦ `♦ ♦� ♦ 1 1 N \ \ ♦ N •`♦ `♦ ♦ \ \ `\ `\ `\ ♦```♦ \ `♦ `♦ ``♦ ``♦ \ I I\ N \I \ ``♦ N ``♦ ♦`♦ `\ `\ I\ N \ `\ ♦♦ `♦ \ `♦ \♦ `♦ `N \ \ \ ..••••-•,• --.•♦ •♦ sz \ \ •\ \ `\ • ` `. 97 •`. • ♦ `\ • \• S • ♦• N . •♦ \ •♦ ♦ \•--• N •` • N �� N \ \ • `, I `♦ \ ........'".--.--*•._ - '`♦ 7 ♦ \ \ `♦ • I ♦ \ / ♦ J \ • ` \ • \ N. I V — / `♦ \ ♦ N.\ ` ' /' ♦♦ \ N / • / I \�----- 1.1 s. ...... `\ N \ • ♦ ♦♦ I ,� .♦♦ ♦•♦ • / / \ • , \ •♦ •\ \ / I / `♦ 1 `♦ I\ \ // -/ ♦ ♦ — — -' '' /' - -_------- 4975 -- ``I I �_ ♦ \ I 1 I ♦ \ \ \ I .♦ ♦ \ / • • •\ \ 1 `♦ \ / / \ 1 1 `♦ ♦. / I 1 ♦♦ `♦` \ ♦♦♦ / J I 1 ♦I I • ♦ ♦ ♦ \ \ -- ♦• • ♦• ......''.....: • • • S. • • •�• 9♦• • •♦1 ♦• / • `\ ••\ _ - - - 4915 ' _—'"-___----- ♦ • `♦ `♦ `♦ 7 ♦ ♦♦ ♦- I ` ' -_• • • • • • • • :--- -, \ o / • / ♦ • / /"• 1 / _ , ♦ I / '� / `♦ • • • • • • • • • • • • • • • • • • • • I • • • • / • • • • • • • • • • • • • • • • / • • • • / • • • • V I I I • • • • • • • • • • • • • / • I I I • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • ........ ___/_____•-•__ i - ___- - - - . • . , ..... -...,.. '' ......' ....." : „:::::, .........................:: i i i 1_ i ..........i ___-_- - ................... / / / / / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N • • • • • I I • • • I • • • • • • • • • • • • KEYMAP r- 100.00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO UJ O DESCRIPTION REV. NO. <4444444 •TE I CI Hm 0 r1C\IZ d0 '5<rrlz Roul 0 • • • • mml WELD COUNTY, COLORADO PL TAJ • SHEET NUMBER PND3 • RETENTION POND S1 Q100 IN 107.38 CFS Q100 OUT 0 CFS BOTTOM 4915 WQCV 0.82 AC -FT WQCV ELEVATION 4915.21 100 YR VOLUME 12.46 AC -FT 100 YR ELEVATION 4918.06 1.5 X 100 YR VOLUME 18.69 AC -FT 1.5 X 100 YR ELEVATION 4919.43 SPILLWAY ELEVATION 4921 30 1 \ I 1 1 I 1 • CULVERT 20A / 36" FES INV: 4917.00 / 36" FES INV: 4917.00 CULVERT 20B II • • • • • • - • • • 29 • • • ` 19j0 - • • • • `I\ • • • • • • • • • • \- ` 28 "` 5_`. . • S. • • ♦. • `` -79 • , •. ♦ • 3S . 1 S. • \ ♦ • \ ..• -\ N `.• • • \ • • • • \ `\ •\ \. \ • N. '`• \\ ` • • • `\ • \ 36" FES INV: 4915.00 36" FES INV: 4915.00 N RETENTION POND S1 DETAIL N`• N. N. N `♦ ♦ `♦ `� \ `♦ • S. \ • \ `♦ \ N .• • • • • • • \ .♦ \ `♦ •`♦ • N. •`• •` S. `♦ S. • N. \ • ` `♦`♦ \` `• •• . s, . t/ ` _ ' `• `. \ `. `• S. • ♦ !• • \ •• • `•. • • `♦ `♦ �`9 •` `. `. r • / .` .`` •`` �s ♦• . ••` • ^•.. • • \ .NN. 1 /f -`♦ \•\ \\ `\ \ N. ` 1 -....• N. ♦ N. N. • • ♦ • S. `♦ �9, S.N. • •♦ `. O ` \ \ •- S. '\ ♦ \ ' `. `\ \ ♦ \ `. . ` - _ ``• `\ •♦ • `• \ `\ \ . `• \ .. S. \ \` • ` . \ \ ♦ • \ \ •...„ ..\ • 31 \ \ \� N • ••\ \• N \ --- 57 \ •`\ • • \•\•• \\ `'s•` •` \. •\ • S.• •`♦ • \• • ♦ • • \• \ N • \. \\`•\\ •\` • --- \ \ . ` \ ` • • • • \ N. ♦• • •• • \ \• \ \ \ \ • ♦ . \ `♦ `. ♦ \ ♦ `\ `'S • \ S. S. \ • ♦ • •\ \ • • • ♦ \ • `. `• N. `N. � `• `` • `\ N. `` S. `.` \\\ \ •` • \ • ` •♦ • • N . `� `. ` \ S. \ `♦ `. •\ `. • `. `� •`. `\ •V •♦ `\ `•♦ 37 S. •• S. 9�O `\ `` �`` •`` 9� `` `\ ` •♦` cp . S. ♦�♦ • `` ` .N. • .S. . N �`♦♦ `♦♦ `♦\ \ •• • S. \ • N. N. \ •\ N. \ • • ♦ \ • • •• •` •` \ ` • N. �` •N. N `. `\ `` `\ \ ♦.• ♦ ♦. S. \ �` • .\ \ \• • •.• •.\ \• ♦ • \ \ ♦\\ `\\ ♦\♦ ♦.` \ \ ..♦ `•`` `♦♦ `•`` N. ♦♦ ♦\` S. \\\ N. • ♦ ♦ ♦ S. \ \ . S.• `\ `• `\ \\ . . `‘ ♦ • \ N •\ `. • • ``. N `• S. `. `♦ \ \` •`. •`• `♦ `\ •` • • • N. ` • \ `. `♦ `♦ `. \ •` `• N. . `. `♦ N N. .• \`♦ N. ``\ ♦ • \ ` `.♦ `♦ `� \ `. `• `\ • • \ • ` `• • • �\ ,• \ \ • \ % • • • • \ • N • \ \ \ • \ \ \ \ \ S. \ \ \ RETENTION POND S1 I ,\ \ • • • • • \ • \ `• `. \ `\ ` \• ♦ S. ♦ \`•\ \\ `� `\ \ • • 19j0 \ •\.` \\ •\` • \` \ S. \\ •_ ---- \ ` • • ` \ • •` \ \ •\ \ • - \ \ •\ . \ \ ' • • • • . • \ •\ \ \ • \ \ ♦` ` • \\• . \ `\ • `\ \\ •\ \ •\\ O`• ,N ♦ • \\ \ ♦ \ \ \ • \• 32 • �` \ \ \ • •\ 1 ` N \ \ . - - `\ • \ \ • I `\ • •\ --- \ • \ \• ` �• / \-'-. `. \I •\ \\ •`\ • •` • • / ` • \ 1 \ • • \ \ •• • • 1• • • 1 \ I • \ \ I I • ` I I \ • \ • • • `\ `\ I I N \I I\` 1 , 1 , , 1 I I 1 , I I • I I 1 • , I r I I 1 \ • • 1\ II • • • \ % II I ` I \ \ \ \ / r I I I •• 1 •\ / / I • , -' / \ / I • • • . • IN" `` • `. • • N \ `` `. • / • • • • \ S. S. N. ♦. \• ♦` •\ `\ \• • \ Q9 `• `. `. •`\ \ `\ `\ `\ •`\ • `. \ • •\ • •. 5. • •\ \ \ \ • • \ .\ .\• \ •\ N \ • \ • I \•\\ ``•\` N. •\ `.\ •\ \ \ • \ • \ \ • • . \ ♦\ \ • \\ •`♦ \ \ • 1 • N.\. \ •\. •\\ •\ `\ •`• \• •\• S. ♦ • • • •♦ \ \ \ • 1 • 1 `. • •\ N. •. •\ \ \ 1 • I • `. `• .. \ . \ \ \ • \ \ \ 1 • 1 1 • \ �•• `\\ `.\ `. \ `\ `. \ \ \ • ` 1 `•1 • • • • 27 I ••\ `. `` \\ \ `• ` \ `\ \ `\ I \\ \\ S. `. `\ • \ •` •\ \ \ \ \ I • 1 1 • • • • • \• 1 1 Qs • `• • `\ • `. • `• \ • `\ \`• • \` • \• \ 1` `` I• • / \ ` • . • G) • • • • • • • \ • \ • • • • • • \ \ • \ G) • \ • • • •\ • • • • \ \ • • \ 1 1 I• \ G\ \ • \ • \ \ \ \ • \• \ • \ ♦ • \ ` \ \ • • \ • • \ \ 1 •\ \ \• \ \ \ \ ` \ \ .\ \\ .\ \ \•\ \\ \•` \ \ \ • • \•\ • \ \ `• ` ` \ \ \ \ Q \ ♦ • \ \\ ♦• \` \\ `\ `\ •\\ ,. ♦ `• • \ \ \ ' • . • ♦ • \ • \ ♦ \ O• \ \ •\ \ • \ \ ----- • \• \ \\ \ ♦ \ \ \ ` \\ `\ `\ \ `♦. `♦ \ \ \ \ ` ` \ . \ S.• \ ` \`\ `\ \\ \ `. • \ \ • • • \ N. • / • \ • '--- \ • \•\ \ \ \ \ `• • •\ • \\ • N. `• `\ N. \ . • • ` • • 1 • ` I •` • • I \ ` - ` I ` `\ \ ♦ 1 ` \/ • • ......... .... ....'' - "\ • • • `\ \ \ \• • • / / \ \ `♦ r �/ \ • ♦ \ \ \ • / `\ `♦ `• `\ •\\ ♦\ .\ i i 1 / \ - ••` / / •\ , • \ / , \•\ \ N -/ / _-- / `\ •`� '. '•. \ �`. .'-- ♦ \ •♦ . •. \• ♦ - r • • / / / / / / / / / /' / \ \\ •.... / \ \ / \ `. •\ ' • `. / \ / - • , \ `\ I • \ .\ \ \ \ I \ \ \ / \ \ \ \ \ / ` `\ \ \ \ • /• \ • • ` / `. \ \ I ` ` • • I F. \ ` • \ \ \ 1 i �/ `♦ \ \ \ ' ` ` ` ` \ • • / , . \ \ \ ` • \ `, / `• • \ //\ • \ / ' / \ \ \ ` / / / / . , ' • • • .. \ \ • N CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 105' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4921.00 \ \ c • • • • • • S. • • • .• • \ \• --- \ • • - . • •\• \• • •\ \ \ \ \ • \ - 4935 - \ ___ • • • • • • _ •\ ♦\ - ... -- ------------- • `• \ • • \ �.\ • \ • • \ • _ • • • N. TYPE "M" BURIED RIPRAP D50=12" • N • • • • • / • • • • • • • 4925 492 • 0 • • • • • • -1 • • O O • • • KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 0 50' 100' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 50' (HORIZONTAL) wci lil O (7) r))c\iz do ozzim I(<0 -)z ,c7) .=, 61-LI=1 Oo_Lice WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER PND4 118 141 • RETENTION POND S2 Q100 IN 89.46 CFS Q100 OUT 0 CFS BOTTOM 4887 WQCV 0.61 AC -FT WQCV ELEVATION 4887.69 100 YR VOLUME 5.72 AC -FT 100 YR ELEVATION 4892.03 1.5 X 100 YR VOLUME 8.59 AC -FT 1.5 X 100 YR ELEVATION 4893.82 SPILLWAY ELEVATION 4895 • •` \ �`•` ♦`• ` ` ♦ ♦ `• `,\ �a ` ` • `♦ \ `♦ ♦ ` \` ` ` • . . ♦ • • • ♦ ` ♦ ♦` ♦♦ �` .` \ ♦` ♦ ♦ ` \ ♦ ♦ ♦♦ A • ♦ \ \ 185 ♦♦ \ ` `` • • • \` ♦ ♦ . \.•♦ ` ♦ ` `.\ ♦ ♦ ` \ ♦ `•\ ♦ • .• • ♦ ♦` • • / / • CD / / / / / • • r4---------- ------------ • \ • • ``♦ • • • • / / / / • • • • ♦ • ♦ • • ♦ • ♦ \' ♦ ♦ •`` ♦ ` \ ♦ ' \ • • -------- N • • • • • ♦ • • • • • • • • • 1 ♦ ♦ ♦ • • ♦ ♦ 1 ♦ S. S. • • • \ \ \1� 4900 4895 / . .`` / 1 • / RETENTION POND S2 DETAIL • • • • • • \ . \ — ♦ • ♦ ♦♦ N. ♦ ` ♦ ♦ ` ♦ ♦ ♦ ♦ ♦ ' N. \ ` ♦ —5- / /• ♦ ` ♦ S. ♦ ♦ ♦ ♦ \ . - / 1 ♦ ♦ ♦ \ `♦ /' \ ` ` ` -- ♦ ` ♦ • ` S. ♦ ' \ • • ♦ • • \\:.‘ `♦ i ♦ `` ♦♦♦ \ ``‘N\::\ ♦`♦ i '♦ \ ♦\ `\ ``♦ `♦ \ ♦ ♦ `� \ ♦ `� `� ♦♦ \ ♦‘‘‘‘•:1:1.\ `♦� ♦ ♦ ♦� \ 4905 I I ♦ ♦ `• ‘\ \\\ \ \ 1 • 76 ♦♦ \ ♦` ,` ♦` ♦1 \ ♦\ ♦` ♦` 11 \\ ♦♦\ ♦ ♦`I n O5 • • ♦ ♦ 1 ♦ 1 ♦ 1 1 \ '• • • ,r \ '`` •♦♦` ``` ♦, ,\:‘,\‘‘‘‘‘‘` `•`'•`,•♦,•\ \‘‘'1♦ '' ''1 • `` �' ` ''♦ ''S ',♦ '' \ `•♦ '`, '', '', \ '', '♦ `, '\ `I \ ` \ '♦• •` \ `� `♦ 'S '♦ \ • ♦ ♦` \ \ \ ♦♦ '� ', `♦ \ ♦ 11 • i/ ♦ • ♦ \ • ♦ ♦ ♦ ` • `♦ ♦• ♦ \ .\\:•\:01:\ ♦` ♦ \ ♦♦ • '♦ • `♦ • `♦ \ '♦` ♦♦ ♦♦ \ i / • • 1 ` 1 I \I 1 ♦ ` \ ♦ \\ ` •` \ ` '• ` ' \ i 11 `%• 1`I ' ', '' '1 '♦♦ \ 1` `♦ '`♦ 111 \ `I `` '1 `` \ 1 1 • ♦ ` ♦ 1 , 1 •♦ ♦ ♦ \ 1 \ ♦ , 1 1 ' \ , 1 • ♦ \ N. ♦ ♦ ♦• • 1 • ' 1 \ ♦ I 1 ' 1 ; 11 1 \ ' ` '\ \ '♦ ♦` ♦ '` \ `♦ 1 S. I 1 • , •♦ 1 \• 1 I \• 1 • I I \ 1 I 1 1 \ ' I i \ •'1` ``` ``� ``� I I 'S I i I 1 I 1 I 1 I \ ' / / 1 ' ' 1 ``. •`� ♦1 \� `': `♦ '. ,`� \ I / I / / � I 1 \ // / ( / I 1 1 / / I I ♦ 1 ♦ \ \ I• ♦ ♦ •♦ ♦` \ ` �`-- ♦ `• ` ----- ♦ ♦ \ `♦♦ 7 \ • / • • • • It • • • • • • • • • • • / / • • • • • • • • • / / • • • • • • • • • • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • • • • • • • s. 189 • • • • • • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • • • • N. • • • • • • • • CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 81' PLUS 9' WINGS ON EACH SIDE •. WEIR ELEV = 4895.00 • • • TYPE "M" BURIED RIPRAP D50=12" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 199 • • • • • \ • • • • • Os • • • • • • • • • .5 • • • • • • • • KEYMAP 100.00 / FC OH LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 50' 100' 1" = 50' (HORIZONTAL) fL) g (2ZZP w•gl lil CA O a. WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER PND5 119 141 RETENTION POND S3 Q100 IN 87.21 CFS Q100 OUT 0 CFS BOTTOM 4889 WQCV 0.75 AC -FT WQCV ELEVATION 4889.90 100 YR VOLUME 6.93 AC -FT 100 YR ELEVATION 4893.60 1.5 X 100 YR VOLUME 10.39 AC -FT 1.5 X 100 YR ELEVATION 4895.06 SPILLWAY ELEVATION 4896.25 30" FES - INV: 4897.25 - J I/ ,-.-- / I / // / ' / / I / • lit I / I I I I I / 1 / / I / / I 1 /' 1 I / / / ' / / // / / ' / / // / / / / / / / / / / / / i / / / / / / ' / / / 1 / 1 ' I / , , \ ,/1 I 1 ' 1 \ , / 2 , , \ , 1 , 1 ' I I 1 .- • 1 I ` ' //"' ` 1 / ' / I / 1 I ' - I /, I , ' / 1 - / / I I " / / '/' . ° 36" FES / , 1, / INV: 4893.64 / / / -- 1 / I / ,/ r ) I ' I 1 / / / 36" FES I ' / / / INV: 4893.64 1 / / \ •/ 1 / I I l I , 1 1 / / 1 I I 1 1 1 I \ 1 1 1 I I / I 1 \ 1 / , , 1 1 \ 1 , 1\ / \ I I \ I 1 I •1 \ 1 \ '• \ I 1 I / \ / 1 1 I / \ I ♦ 1 \ °•`. \I 1 \ / `• \ 1 \ r^ ` ' i J 1 1 1 `I \ 1 ,\...)\\ ,, 1 \ 1 ♦ 1 \ \ I ♦ ♦ 1 I I / ♦I ♦` II \ILO 1 ♦ \ ♦ C I ♦ ♦ ♦ ♦ o \ I ♦ ♦ \ ♦ ♦ I • ` \♦`` • t`\ \ `I \ ♦ , / `♦ `♦ I• I I♦ \ •♦ ♦ ♦ ♦ ♦ ♦ ♦ \ ♦ ♦ I ♦ ♦♦ 1 ♦ ♦ I ♦ \ ♦ ♦♦\ / ` ♦ • ♦ I • / ` I I \ / ` 1 `, `, \ • \ 1 • • • • • I ♦ ♦ ♦♦ • ` `, I I ♦ ♦ I • ♦ I ♦ ♦ I • I V• \ • \ ` • \♦ ♦ `. ` ♦ . I ♦ I • • \ I 1 1 / 4905 • • • • ♦ ♦ ♦♦ • ♦ • • / ♦ I J RETENTION POND S3 DETAIL 30" FES INV: 4891.00 TYPE "VL" RIPRAP D50=9" Lp=8', W=4', D=1.5' 36" FES INV: 4889.00 • • RETENTION POND S3 • • .I I CONCRETE WEIR SPILLWAY \ TOTAL LENGTH OF WEIR = 55' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4896.25 • ♦ • ♦ • \ I I ♦ • • ♦ rt • I I • I `. • _ •` I \ • ` ``• � `• • `• • • X `♦♦` . I ♦ ` ` N `. ♦ I ♦ S. \ ♦ ♦ `. • • \ / --- `\ \ `I I ♦I I \ / \ I \ ♦` \ •♦•I I 11 / .' '. ` I I ♦ / `� • • •`. \♦ \ \ / I rte' S. ♦•• . \ I ♦ I • / • / / // /". V ♦` ` • • • \ X X I • • • •`I ♦ ♦ \ 1 , , / N. ♦ • /I C3• 1 \ \ / / • • • • • • • • I • • // // \ I , ♦ • /\ I 1 I " 1 \ ♦ • ` ♦ I I ♦ 1 / ._- I • \ \ ♦ ♦ \ I \ I \ 1 1 / / I \ \` • 1 11 \ \ \ 1 \ 1 1 , \ • 1 • • • . / / I I .` 1 I I \ \ \ 1 • • 1♦ • ♦ • • \ • ♦ ` S. ` `♦• -`CP I 1 ` c_9 ♦ o 1 I `♦ 1 I 1 \ ♦• ♦ • `. \• \ .� .� I N /; ♦♦ / I`♦ \ • ``. 11 • ♦ •I `S. • • • • • • ♦♦ 1 ♦ I • `. I / I ♦ ♦ 1 ' ♦ `♦ 1 ,' / ♦ ♦ I ,- I / 1 .' /' I 1 `♦ / / / ' / / COUNTY ROAD 32 ♦ .- ` . N 1 �___ • ♦ S. ♦ N. ♦ • -• N -. ♦ '/.- I I ♦ ` • ' O / ` 1 O I I I � 1 \ 1 I I \ I I \ 1 I 1 \ 1 I 1 1 1 ,/'1 1 1 1 ♦ I \ `I I \` `♦ I \ ♦ \ ♦ ♦ 1 I ` •♦ I ♦ I I ♦ • I i i ` ` 1 1 I 1 I / \ I I I ♦ , I 1 1 / \ • • 1 . • ' X / I X I ♦ X X �- .♦ • • • • • • • • • \ \ • • • • • • S. / / 102 • • ♦ ♦ • • • • I ♦ • • • • • • • I • ♦ ♦ ♦ ♦. / / / \ / �\ \\ , • • ♦♦ I • 7 • • • • • • • • rI KEYMAP I t LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE �00000000000000000 00000 0 OOOOO�O�, �090�0000nooQ00000' NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP W I- Q DESCRIPTION I REV. NO. aaaaaaaa UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO a I- W M CA Z 0 a. 8 NZ Z Oo °ZZH o < Z �UzW zW�W °O_LLot WELD COUNTY, COLORADO 0 50' 100' 1" = 50' (HORIZONTAL) PROJ PL ENG : TAJ CHKE DATE 1/28/2025 SHEET NUMBER PND6 120 141 RETENTION POND S4 Q100 IN 286.88 CFS Q100 OUT 0 CFS BOTTOM 4854 WQCV 2.94 AC -FT WQCV ELEVATION 4854.45 100 YR VOLUME 26.99 AC -FT 100 YR ELEVATION 4857.89 1.5 X 100 YR VOLUME 40.49 AC -FT 1.5 X 100 YR ELEVATION 4859.64 SPILLWAY ELEVATION 4861 • \ / - / 1 / • ,/ / /' / '� /' // / ,�/ I ' / / •' 1 / / --" / \ / \` I/ � I / // �/' 1 / 1 / / /' / / [ / I 1 , / I 1 / 1, / / / / / / / / `.` I I / // / / / / / / VJ 1 1 /I 1 / / / / / ,� // / / / / / / / / / , / / -/ / / /` ,/ // - /' / / -i / / / / / / / / / / / • / // // / / / / / /' ,'/ / / / / / K / / / / / , / , / / / , / ' ' • , //' / / /• / / / • /• / / / / ." // / / / / / ' / . ' / s< / •,/ / / / , / , , / // , / ,, , 108 x / / / / / / / / / / / :70 x E I H `7 / 4:1 G 1 1 , / , / 1 ----I ` • I � I I I I I I I I '---- -----/1 / • • / RETENTION POND S4 DETAIL / • ------ ------- , CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 275' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4861.00 • �O .------- 109 • 0 0 4/ 5 o-• - 0 110 St RETENTION POND S4 \ 4860 -� 111 • • • • • • /'-y`-`. !C-\------------------, \ - TYPE "M" BURIED RIPRAP \ - _-' ▪ `I ; ' >- )/ D50=12" !-' G G G 11 %< 1�� %\ \i ......,..-----------'........---- \ ' 000 0 O. f" \;\ \ • >K 00 VAN ' 0 `- - - - ' / \ X " ,/1 , X , . / , / \ \ 1 / / 1 ./ -.- \ 1 1 X / /'- ''- ` \ � / /\ / / LG\, . ------ ..........:,' G) \ ‘ \ ��- \ \\ \ F5 ` \ • / 4\ ' / ,/ 4 �� J \ 1 N. \\ `, 1 / / I i / / / / / / / / / / • \ • • • ,'• \ \ \ 112 • • • • -------------- , / , • • / / , , , - - - G -- / \ . KEYMAP 100.00 / 7 OH E X �°000000o°000000o0 > n 0 0 0 Q 0 o o c ��o°o°ono°o°ono°o°< LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. aaaaaaaa UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 z c/) H Z w w o NZ o � z �� °zZH RUz W (nJ—� SCLEIX I- W O Z O a WELD COUNTY, COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) PL TAJ 1/28/2025 SHEET NUMBER PND7 121 Or 141 / / ,' / / / / / / / I / r / f I I I I I i I I 1 / I I I I ,. 11 I I I I I I I I I I I 1 1' l ,-//,%,-',/,',//2/ / / I I I I I I I I 1, I //////,;-' / / I \ � •\ / 1 I I I ;\ ....; I I I I I I' / ,' / / / /' /' / / 1 1 I 1 I I //,', //// / / 1 / \ \ 1 1 I I I 1 I I 1 I ////' /' / \ 1 1; 1 1 I 1 I I ,/,' / / // /' / / / 1 1 1 ( / 1 \ \ \ I / / ' i' /'' /I 1 / / ' / ' / I I/ I 1 \ • 1 11 \\ \\ \ 11 11 �' /' I / • / / I 1 I 1 1 1 \ \ 1 \ \ 1 /' / /' ' I / I , / /' I I I \\ 1 1 \ \ ,, 1 \ // /' / //� i I I 1 1 1 \ •, \ 1 \ I I 1 '/ //% /'/ /'/i ' I \ 1 I \ \\ \\ \\\ 1\\ \ •\I\ 11 I \\ \ 11 11 \I 1 / / / / \ i 1 \ \• •\ \ 1 \ 1 , I \ \ 7 / // /' / '\\\ I I I 1 `1 `\I 111 111 \ `I\ \\I \ \\ \ / I' /' / .. / i/ �/ �/ I 1 • I I 1 I\\ 111 \ \\\ \\I \\\ \ 1 /// 1 I 1 \ \ CO ( \ \ \ \ \ \ \ , \ I ,♦ CSC I ' • •-P • \ \\ \ ,,/,- ♦ ♦ ♦ \\ \ \\ I I , ` 1 \ \ 1 Cal x„, \\ \\ \\ \\ \ \ \ \- \ \\ \ /''' /' ` ♦ ♦ ` \\ \ I `\ \\ 1,%\,‘,,,,,,\ \ \ \ 1 cry \ \ \\ 1\ \ \\ \I `\ • \ ♦ \ \ `\ \\ \ \ \� �, ♦ \ \ \ \ `\ ,\ \ \ \ \\ \ ,\:°3-: \\\i'sX\ :1'1 *...***: '. \ \ • • I\\ \ \ \ \\\\ \ \\ \♦J\\\♦♦ \ \\ \ \1 \ , \ 1 • N • \\\\\`\ \\ `.7.1:7\:;\ \ \`\\\` \\ \\_ _.\ \ \ \.\. \ \ 1 \ \ 1 1 I N \ \\ \♦\ %\\ \` \ `\ `\ ` `\ \ \\ \\ V\ \ \\ \ •`I \\ \\ \♦`�\1 , \I \ • \• \ \, \I ` \ \ `1 I / I \ \ \\\\..\\\\ \ \ \ \ \ \ \\\\‘‘‘ \ \ \ \\ \ \ \ \ \ \ \` \ \ \ ,\ \ \\ ` \ VI I • • • • :\ \\I.:: \:\ V‘ :.\\\\\,•\\\•\::\:\•\\\V \\.\‘‘‘‘‘‘`‘::‘‘:\\:\ A: \::\ ::. VV.\ • • • • V • • • • • I • \ ✓ — `♦\ ♦♦ V� ♦O ..� \ \\ I• I I \ `1 \; \111\ `\\\\\\\\`\ \\\\ \\ \ \ \\ \ \\`\ \ ` \ ` \` Vs.:: \ \\ \\ • • • • ♦\♦ ....... \ �• �\ `•• `\`\\ \•• \.. ♦ t` \\ \ \\ \ 1 \\ \\ \ \ \ \\ `\ \\ \\V \`\ .. \ \ \ \\ :\i:\ I ♦\♦ `♦ `\ A\ `\ \I \ `♦ ♦\ ♦V A \ V A\ \\ `\ \ V A A\\ \\ \\ \\ \\\\ \\ `V ` \\\`\ 1V \\ \ \ \ \ \ \ \ \ \ \ \ 1 \ , \ \ \ \ X. \ \ \ \ \ \ \\V \ \ \\ \ 1 \ \ / \ 1 \ 1 \ \ \ \ \ \ 1 1 \ \ 1 / 1 1 1 \\ \1 \; 1 1 \ i/ I 1 / I 1 1 1 1 1 \ - / I I I / 1 \ ` / \--\ /• ` / // / \ .—. ---. I I 1 \ \-__ 1 \ \ • .`—♦ •\ \ ` _ _ _ _ _ \ \ \ \ \ ,, \\\ \ �\ •\`\ \\ \\ \`\ \ `\ • \`\ \`\ \`\ \\\\\ \\ ♦\`\`\\\\ \\\ \ \`\ \`\ / I \ \• \ \ \ \• \• \• \ \\\\ \\ \ \ \ \ \ / I / \. 1 1 1. \\\\ \\ \\V V: \V \\,\;':;:,‘;‘,.\\‘‘\;:,'\:\,\\\\\ „A.,\ \ -,•„. \ \\ `\ \` `♦ `\ `\ \\ `\ \\\\\\�•\ \ \ `\\\ \ • C-1 ; I / 11. / / I //// /_- tl / / / / ///// / I ///// \ ///// 1 ///// / //// -- / / / / / . \ RETENTION POND 9 DETAIL 1 1 \ \ 1 I \ 1 \ `\ ` \ `• \ \ \ I I I V `\ `• `\ . • I 1 \ \ \ `\ \ ♦♦ 1 I \ ♦•\ ♦\ `— \ I I A `\ \ ♦ 1 • \ 1 ♦ 1 \`♦ 1 c\\ v.\I ; \• •, I. • I ` \ `♦ 1 EXISTING TRIPLE CULVERT • RETENTION POND 9 Q100 IN 210.52 CFS Q100 OUT 0 CFS BOTTOM 4829 WQCV 0.46 AC -FT WQCV ELEVATION 4829.11 100 YR VOLUME 28.28 AC -FT 100 YR ELEVATION 4834.73 1.5 X 100 YR VOLUME 42.43 AC -FT 1.5 X 100 YR ELEVATION 4837.05 SPILLWAY ELEVATION 4838.66 It • `\ \ \ ` `• \ •\ `\ \ - 7'/ //%/ / /i i//i s. • \ •\ \• \ \ 1 N • `\ `\ `\ \ \ \ \ •\ \ O • 11 ., \ ` \ \ \ \ 1 \ , \ , 1 `♦ `\ `., \\ `\ \ \ `, \, \I (• \ / '' 1`\ \\ \�` \ \\ `\\ `` `\\ `\ \\ `\ / '' // / \` N. ♦ `\ \ \♦ \ `\ \ c5\ \ \ \ ...........//// '. �'// . \ \ \ \ \ ' T ♦• / .' / //: / \ \ X. \ I `1 • 1 `\\\\\\XIX; ` II/ - /1/1:///1://1://11/1/1:////111"d ' ) • 1 // /IY/7// // /V/ / / / ///, / - ----- / / /' \ / • • • • `,‘ ‘`\\‘'‘,':,,\ :1\2\0\ \:"\\X\X‘::\V‘ \\:\‘‘ • • • ♦ \ \ \ ♦ ♦ \ • ../1 • . \‘‘\\\\:.ii:::\\‘‘.\--P-Tc:)•:\•\,:::::::‘, \\VI:‘'N•: \\\I‘\\‘‘:;•.\\‘‘‘\•\\‘‘‘‘X:::\:\\\\\\:\‘‘ • • / / / ` / `\ \ \ \ \ 1/4 \ \ ` \ \ \\\ ` \ `\ \ 1\\\\\\\ e • ` \ `\ ` •- ' .' . / //'/ // /// /i/. .. ' / / \ \v. \ \ \ 1. . . // %/// �/ ' ; / ,, \\\ `\\\\V `\ \1\/ • \\1\\`\\ `\ •♦`\ ♦\h\ \\‘• \; \`\ \♦ /. �- /.�;,- AS%=:%:=''I it / / I / ,I I •\\ \\`‘\`‘,‘\‘‘‘.\\ \‘`‘,,v,v,..„`,..„:7‘ N...,`,:•‘‘...•‘‘‘„..1\ ).., \‘‘‘...\‘`,:‘,....\\„\\*`,.....,..........._.........:.....„....-0_,, ,\ \ , , ‘ ‘ \\ \ ‘ \ \ ‘, \ \ u1/4‘ \ \ \ : ,x, , ,„ ,/ ,7 ,, , \\‘:\\....,\,\:‘\\:\‘‘\,,,,\::,:\\‘‘‘\:,\::‘\:::\:‘:\\::\‘‘:::\1:::,": ,\.‘\,\,:::: ,,,\ ‘17::::\:„./...;.;......;.......:c........„ici:,....7 ...:.\",-217.......,--> '' -- „ ' ',---- "....',... ::..;",,,.....-:' / ' II ♦ ♦ • ♦♦♦ \ ' / / ' / / ' /'' / /. / / / / / / / ' / // �.� / / /. / / G. • \ // / 1 / 1 / 1 S. EXISTING SPILLWAY TO REMAIN ELEV = 4838.66 \ ` ♦ \ •\ \ \\ \ \ • \ V \ \ \ \ • 1 1 • \ \ \ \ \ \ \ 1 I \ \ , \ I I 1 , \ \ \ \ 1 1 \ ; 1 -�\ \ 1 1 1 1 `• \ I 1 1 1 \ , 1 1 \ / I I 1 1 1 1 I \ I I I 1 I 1 1 1 \ 1 I I ` I I I 1 1 •1 \ 1 I 1 1 I ! 1 1 I 1 I \ 1 1 I 1 I I I 1 I I I I I ) I I I I I I I I I / I / , // i I I , I I I , I I I l I I I / I / / / I / / I / I I 1 I ' / I I I I / I I / / I 1 I I I I I I I I \ \ \ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ \ ♦ \ \ \ .• \ `♦ N • • \ \ NO \s.' • ♦ \ `• ` ♦♦�- \ \ ♦ \ `\ \♦ \ \♦ • • • / rs' ./ I I I I 1 I / I / I / I / I I i • \ \ 1 \ • • • \ N 1 ♦\ \\ ♦\ (\ \ \\ `\ ` \\ \ \ \• •\ \ \ \ \ • \ \ \\ •,\ • • 1 \ \ \ • \\ \\ \ 1 I1 \ \ \ \ \ \\ •\ • • \ `• ` ` \ • \ \ \ ` \`♦\\ ♦ \\ \ \\ \\ \\ \ `• \\ \` • \ \ \ \ 1 `\ I I I \ \\ `\ \ \ \ , 1 \ `I \ I\ I \\ \ •\\ \I \• 1 1, \ 1 \\ \ V \\ \\ \ \ •\ 1 \ \ \ 1 1 1 1 \ 1 1 1 1 \ •/\ 1� 1 1 \ 1 \ 1 \ \ \ \ 1 \ 1 I \ 1 0.1 1 \ \ 1 1 1 \ 1 11 1 \ ,1 I I V I 1 1 1 \1 1 I I I I I 1 \I I \ 1 1 I I \ 1 \\ I \I I I I \ \ I / \iI 1 i I I /� I I I / / 1 1 1 I \ 1 , \ 1 I / Ci'1\ ; 1 I 11 1 ; I \ \ \ 1 t \ I ` 1 I 1 I 1 1 I 1\\VII / I \1 / / IN I I I \ 1 I 1 1\� \ •A\\ • \ \ • • ♦ \ \ • \ ` • ♦ ♦ •,,,, \ ♦ • . \ `, \ \ . \ \ •. \ \ `♦ \ ,♦ \♦ V ♦` \` \ `• • \ \ \ -` \ N \\ ``♦ \♦` N. \`♦ \`♦ \♦ •♦`\ • \ \ ♦\\ • • • • • • • `_ -`\\ ♦\ `` .`\ ♦`N\ ` . • • •`\ • `\ \ \ \ • • \ V \` \ \ \ V • • \ • 7. ``. • \ 7 V • `♦ \ • • \ . KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR Op_ PROPOSED MINOR CONTOUR / '7OO_ EXISTING MAJOR CONTOUR 7O7- EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP <H 0 DESCRIPTION REV. NO. <4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) oTt ILJ I O rIc\lz bo SriEw WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER PND8 122 DF 141 TEMPORARY RETENTION POND El Q100 IN 101.85 CFS Q100 OUT 0 CFS BOTTOM 4815 WQCV 0.72 AC -FT WQCV ELEVATION 4815.57 100 YR VOLUME 7.05 AC -FT 100 YR ELEVATION 4819.87 1.5 X 100 YR VOLUME 10.57 AC -FT 1.5 X 100 YR ELEVATION 4821.65 SPILLWAY ELEVATION 4825 X X x X • ♦ ♦ C '`. I \ i / / • • \ -. • C • \ \ • • 1 1 C / • O O \ t - \ / O / N • / ----'` - • / / ` / ` / `. / ` S. • • / / `. \ \ / • • / \ • • • • ` • • • \ • S. • • • \ \ • S. TEMPORARY RETENTION POND El DETAIL / S. • `. • • • it • S. X x X X • S. i I X \ / / / / N `♦ \ `, •` `\ ♦\ ` •\ `, \ \ `\ \ `\ \ I I • • \ S. \• \•�• • . I .``` .``` \ \`` ♦`` ,``•,\ \ ,♦` ♦`\ ,``• ` I\ \\ \ \ ; / I 1' • \ / • \• \ \• \ \ \• ` • • I I,-- ♦ , . `, • •, `, •`` • -\ . • \`, \ . • . / , I I / ``. `` \ `` `. `` •`♦ \ `♦ 1\ \` `` \ \. \` ‘..../ / S. `�`, • �`, \ �`� • ``\ •` ♦ `• . \ ♦`, �`` S. ``\ \ •`\ �`, i ♦ ♦ \ ♦ S. ♦ • •♦ \ •\ •\ `\ `\ ` ♦ / I I ♦ ♦ ♦ `, `. •`♦ ` •` •, , \ `•S. / I I • ♦ S. , ♦ ♦ ♦ . \ \ N. • . I / \ \ \ \• \ \ \ \/ N. \• • \ \ • \ • , , , \• \ / ` •.5 •` • \ • • • \` ` •\ . ` \ \ \ •`♦ I S. ` ` S. S. \ \ ` ` ♦ ♦ N •, ' 1 ` \ \ \ \ \ ♦ ♦ \ ♦ ♦ • . `\ \ •\ `\ \` ♦ \ •` `, `♦ `, \ `• . S. I `•`\ \ \` `•` \` •\ `` `•` `♦ \ S. 1 `♦ \ \ •`\ `\ `. `\ \ `\ �`� X55• •S. `• \• 1♦ S.• i ` ` ` ` ` \ • `♦ N. N.N. • \ `♦ 1 • • N. • • I:" • \• \ \• • \ \• • / 1 \• • \ \\• \ N ♦� / / _ ``- �` , - • • .\ ` ` ` \ ` / / I%• `` ` ` \ \ �`♦ • \ \ \ \ S. • \\\ \ Xv • TEMPORARY _ - - __ �I \I \\ \ \` _ _-- _ _ / RETENTION �\ \ - - -____ \\ ` ` \` ------ _- - POND E1 I `\\\ \ -----_--- ,\ , \ \ \ --_ ` ` ` \ ♦ / �•� • ---I - 1 • • • • ,• \ / / / 1 \♦,` / - // / _ /. - - _ III, / 4:1 - -\ I - / / N. ' \ / I ``- ♦ // -• / / I``'`•`-`"// ' / I / -___ _ `` 1 / .-/ / . / / . . / 1 \ 1 \ 1 11 \ S. `\ i \\• \ • ` 1 / \ \ ` • •`` I • / \ / `• / N. I \\` S.• I I / \ ` \ I S. I• \ `\ \ • / /• / I / \ , �� \ ` / / / --, \ \` I / / ` \ S. • `, cl r` / / / - S. • '\ \ \ \� `. / / /.„/ � `• \\ ` \ / / / ♦ \ \ / / / \ - - `/ .\ / // , 1 • • • • ••\1 \I \ \ `• I\ i / • • I / \ I / I 1• ` • \ \ \ \ \ \ \ \ \ \ / /• \ 1. \ l // `, \ \ \ \♦ \ \ \ I J s I • ``, .- I S. \ \ • ` • `• S. S. S. ./. / / • ` ` S. W • -' ` / / I I \ \ ♦\ ` `♦ O S. `/ • / ---_ / • r \ \ \ \ ♦ \ / I S. \ \ `• \ S.• S. /// \` ``\ \ \ \\ ♦` '` \\ \ I \ S. \ ! ., - `\ \ S. \ \ `. 1 • \ ` - �, •`_ V / / / N KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR 100_ PROPOSED MINOR CONTOUR / '7oO_ / EXISTING MAJOR CONTOUR 707- EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT I t OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OF EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE 0000000000000�0 0< > o 0 0 o a o o o c �00000 No NooNo?< NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP W H 0 DESCRIPTION REV. NO. <4.144444:1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 2 0 Z H )g z bozz F- U Q X11O RUoa (I7) =I Z zWJW oWLLH I W W z O Cl. z O Z W I W re WELD COUNTY, COLORADO 0 50' 100' mml 1" = 50' (HORIZONTAL) PL TAJ 1/28/2025 SHEET NUMBER PND9 123 Ot- 141 1 / I I. I \ I \• \ \ -_ \ \ • _ _ I • • • • • • / / / / / / TEMPORARY RETENTION POND E2 Q100 IN 82.22 CFS Q100 OUT 0 CFS BOTTOM 4803.5 WQCV 0.51 AC -FT WQCV ELEVATION 4803.98 100 YR VOLUME 5.06 AC -FT 100 YR ELEVATION 4807.19 1.5 X 100 YR VOLUME 7.59 AC -FT 1.5 X 100 YR ELEVATION 4808.90 SPILLWAY ELEVATION 4811 N \ . ` \ \ \ •\ \ \ \ \ , \ \ \ \ \ • \ \ \ N `\ • ♦ •\ �1.%'' �\ • \\.` \ • ` \ • ,\ \ I \ / \ ♦ \ ` 1 \\ / •\ \ `, 1 \I\ / `• ......- / • \ \ 1 , ' / 0 •1 / / / ` --1 // , 1 / ` ........• \ \ 1 - / •\ / 1 \\ \ • \ rteI \ 1 / I I _ -0 / \ / / 1 I , / 1 I I I / I I \ • • • • • • N • ...... , / �—,.\ . / \ \ —\ / / \ ` / \ \ \ \ \ ` \ — _ '' •\ / ' / \• \ I \ \\\ `\ \`\ \\` \ `.\ \\\ I I \ \ I0 \ \ • \• • • • • , \ \ ` \ • • •• • • • • • • \• • • \• • • \ \ `\ • • • • •\• `\ _ `\ \ \ c� \ •\ \ • \ I \\ \ ` • \ ` • ` \ \• `\`• \• • \ \ • \ \ ♦ , \ I • . •\ • \ \ \ ` \•\ •` \ \ `\ `\ `\ \\ \ `\ \` `\ \\ \ ` \ `. \ \ \ � • • • \• 1 • \ •\• \ \•\ • \ \• • \• • \ C.7) • \.I \ \ \ CD \\ ` \\ \ `♦ \ \ \ \ ♦ \ `, \ \• 1`. \ • \ \ \•\• \• I \ • \ \ • \ ` • \ \ . \ • \ • •\ •\ ` 1 • • I • \ \ \ \ C5 . , . • ` \ \ \ \ •\ N•\ . \ `\ `\ ` \ \ \ `\ \ `♦ ` `\ •\ `\ 1\ • `\ \`\ \• • • • • • • • • \ `\ ` ` \\ \\ `\ �` \' \ `\ \` '` ` \I •\\ ‘.• • \ \\ `\ • \`\ \` a \\ \` •• ` •� • \ \\ `` `` ^•` \ `\ \ \ • ` w \ • ` `-•• \ • •`• `_ • `� N. \ \ `` \\ •`\ •\ \ \\ \ `\ `\ \ `\ \ \` I •Ur \\ N \ \ ``• \` `\ \\ \ •\` •\`\ • •\\ `\ \ •♦`` •\`• \` \ \ • • Q `\`\`\ N \I CD \`• \ \` ` \ • • \\•\\` `\` \ ��`I \ \ ` . \\ \ �• \\•\ .... 4, \ \ .♦ N ♦ \ • \ \ ` \• • • • \\ \• N\ \ \• \•\ ♦ \ • •‘\ • • \ \ I • \I \ •`♦ \ \ \ \• • \ \ \ \ \ \ • \ \• .\ \ •\ •\ • \• •\ \ 1 1 I • \ \ \ • \• `\• \ .— \` •`\` •\\\ • •\ \\\ I• • `\\ ,\ \`\ \ `\\ \ I `\ ( •\ \ • •\ \ \ \ \ \I • •C� • ` ♦ \ • • ,\\ \ I • \ --•^ \ \\ \ • \ ♦ ♦ \ \•) S. • • `• •♦ • ♦ \ ``•\ \ \ \ \ \• • •\ • - ♦\ `\ •\ \ \ \` ‘` `\ \ \` \` \ \• •• 1 / ` ` \\ •\ •\` \ •` `` N •` \`•:`,... I `'S i \ \ \ \. \ •, �. `.. \ > , TEMPORARY RETENTION POND E2 DETAIL \ 1 I 1 1 /\ / \ `/ I ' 1 1 1 1 , I`1 1 1 1 1 1 • • • • . ♦ ♦ ♦• •♦ J • • \ \ , • • • . • 5' • J • .• l • • • • • • / • I \ • --=a^ ♦ N. • •\ • • • • • • \ V TEMPORARY RETENTION POND E2 ▪ ./' \ \ \ • • • • • • • • • • . S. • • `5. / / \ / / \ / • of \• �/\ \ \ •. `� —------' • '' / \• \`Sr // // `\`\ • • \ , `, / \ \ , / /- ./---- \ _St ----St ,S. S. fS. St ^ S. St r.--,... ,i', \. .. ... ... ,/ , . .... __ ..., _., ......, .......--.,- ..,// ......_______, ... ... ... .... . .... • ` ` . 1 -- \ / 1 • • • / \ \ / //.♦ `\ \ • /'• \ • • • ' _ c • • \ `\ ``'' ``` •— \ l / / / / / / / \ • • \ / / S. • • • • ♦ , ♦ — -_ • . , / \ / • • • • • • \ • \ • \ \ \ • • • • 1 • ``. \``--- • • • • • • • • • • S. • • • • • • • • • • N. \ \ • S. • • • \ • , \ ` \ ` ` \ • \ \ • \• • \ •\\ • \\ • • \ \ ♦ •\ \ \ \• N. •\ N. ♦ \ , , \ I • Q \ \`\ • `\ \`• \` cp \` `\ \' . \ . `\ `\ c5' \ \ \ `\ ♦ ♦ \ \ • N \\ • • \ •\ • \\ • \ ♦ \ \ ♦ ♦ • \\ ` •\ \ • . •N \ •• ♦ \ N \ • \• s. \\ • \ \ \ • ` \ • • • • \ \ \\ ` I .\ .. I . \ \ \\ • \ • \ -------------------- • • • N) 7 N N / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N • • • • • • • • • \ • • • • • KEYMAP 100 00 / 70, LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE r EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 ciL)g LL.LJ z b z z r) < o Roo a- (;) =izE RETENTION POND E2 DETAIL Cetn Lai5I WELD COUNTY, COLORADO 0 50' 100' mml 1" = 50' (HORIZONTAL) PL TAJ 1/28/2025 • SHEET NUMBER PND10 124 141 A • / V • ` ♦`, `. \ �__--____ _ _-__--- ,,•' ,,/ ' / , ,, \, \ Xi ,\ \, , N. `., -7 4. _.,. ,'`---__�� - \ \... �;'_-�� \�� ``, `. V`. ‘.\ \ ‘• I/ Q E Cle • / / / / • I \ - I 1 \ o • �` I • • • • • • • ♦•�` / 40.85 LF OF • \ `♦♦ • • --' LSD `, `, `, `� • `, ♦, 1 `, `\ `, `\ `, `, •♦ `. •`. •`, `\ I 240 ` \ ` ` \ ` ♦ . \ `` \• ,` �,`•.•`• ♦•` \ .,\ ,` •`•.�` \ • •,�` .-• `, `, `, \• • `. `. `, ♦`, • • • • • • • • • • • \ • • • • • • • • 54" RCP @ 0.28% r , • \ ♦♦ `. •\ I I I - - \ 1 ***•"...' ",...' ' •'.. •• <4; 1. • • •.. I • • II I • • / / I I I • I / I • • • / I I\ ,' / / / I I 242 .�, `, ,'/ `\ 241 I /' / I / '`, ,'' /Cle / / / , ____ ,/ I • -- ,,_- // / // // /I o i ' �`. �' ------'`243 • ----- / / ' // / �` / / / / / / / • /`, --- --__ __-- ,' %/ ,' `, 1 / ` 0 z _ lliill II Cle in I 11,■■ li ■ J ��1■� �� DATE ►�► KEYMAP DESCRIPTION `.` / I •, --_, STMH-4 `. ` - `. \ ,, ..- 1 -�. _ \ ' ` \ ` `_--------'------- ,'- STMH 3 , , w 1•` • �`, w • N -`424.08 LF OF 54" RCP 0.28% 458.90 LF OF 54" RCP 0.28% ( ``'� STORM SEWER NOTES: ., / @ ,.' ,- @ \ �"`v �_ CO G• r - - fa'" - -I - .''—L-----7-401—==,----I—,' ' �`\`�`' ..„_____---_;.>„)..,,, 00 5f — — 14tL10— — 13+00— -'— — �1+ 10 -�— _ —1�+nn ...r.��.t X X �R 1. PIPE LENGTHS MANHOLES STRUCTURES. THE LAYING 2. PIPES NEW PUBLIC EQUAL. 3. PIPES CONSTRUCTED CONSTRUCTED ARE OR THE SPECIFIED LENGTH ROADWAY CALCULATED INSIDE OF UNDER IN FROM FACE OF LENGTH OF FLARED END THE TRAVEL SHALL BE RCP RIGHT OF WAY INLET PIPE SECTIONS. THE OR FOR CENTER BOX INCLUDES LANES AN APPROVED PRIVATE OF OF --. --- -�� ,�- \ X , \ r \ `.` ``\ 1``\ , -_ , \• (\ Iw ```♦ `�`• \ �� •� I --`� `\ �`� ,`1^ - \`•`�- r'' •- -~`� •� ___ --'�' ,-'•� -�`� •\____--' _-' .' -`5. ---- '' / • " -.. - _ _ ..../ ' Q• • /_-� �, �9s -- ---- - / ` \ • _ ----'' / `� - _ - - �.'-I `♦`- - - / .' - , �' 248 -'' ."-- -�I \\'S `_ \ X. \ -•�` \` •••♦ ♦ `,, - ,,, •�._ • • • `• \ �' `�� `�_ _�-_ -•♦� `. '`. ,' rn w ,' I O ao �; —. ' I I I .. I if 11 I ` I I I O COCo\ I /, ; LO I I. `, I �. ` I / 54" FES `\ I , I INV: 4885.35 `, `\ ., `. `\ �`\ �`� •�`, . •\ `\ \ \ 1 ® 1� `\ `\ -'� `• `• `• ` ,-' .♦ `♦ • 247 / `\ `\ `♦ `♦ .♦ \\ / / 7:._,._, ps ♦, ---- S `, / ,''- •.♦, , \ • • / / • • N \ N ,\ / _-- -_ `. \ STORM MAIN --'- -�'- ,�'-/ _• -`♦ `� `, \ --'-� -'' -'- - �` �� ♦ `� �` �_. - �__- -.''- -- • ' \ ` / __♦ • `♦` `\ \ `, �,_ ----_ __ '` --''' -�`5' �`♦` �`♦` `\, �`\ \ `\, I -/ ___---' - '��/ ,.' `�• `• `•\ `, `\ \ i .'' �,-'-�--___-_'-' �g�5 -- `♦, \ `♦, `, •`� ��` ��\ \I • \\ • i ,-'' ,-' ,--'- - ___ - �`_\ `I •`� \ I I -' - - - - •` \ \ ` ` ` \ , ,-•,, j __, -----' __`__-- `, , I �\ \ I .' 1 / -' ---- ------ ,�• ) ; ; `, `\ `, .� ' / �' _,-'' — ----- `� / ' J I / ' \`•'• I / / I / ' '----'----'--� `•`/ / • / /•` II / I I ' \ ` ' ( /I ,' I / / A- •, `� `\ ,I I I / ' I ♦ \ , I II 1 I `\ O `\ '\ `\ 246 \ ' r ,' `. `♦ N `\ \ ` \ o ` `• II I I ; ' ` • .... �`• • . ``� `♦ •`\ `• � . \ \ 1 \ \ I I \ ,-� `• • ♦ ` ` V ., `, \ .\ ., \, `\ ` \, `, I / •• '--`-I ,___ `♦ `♦ `♦� • `, • ♦� \, .` \, \ \` \` \♦ `\ \ , I I I `55 `.�` �,` ♦♦ N`♦, •` \ `\ \ \ ♦ \ `♦ \ I 1 `, .` ♦` \ \ `��• • , ,, \ `,,•`♦.• '`, '`, \ `, _ _ `, ♦, • �♦ '`\ I .,• `♦ �`• N • • I♦` •♦• . \ `♦• \♦` �` • ‘ \, \ V , , 245 \ ` ; ' ,I 1 \� \ \, `, \. ♦♦ \. \. ♦♦ \ `♦ \ . \ / \ \ \ 1 ' \ V. ... \ `. `. `. `. `. ` . �\ `, I N `, i I. i - PLAN VIEW •\ • `\ \ \ \ `\ 1 \ ♦, V♦ \ \ `, ` I ,- '' I , , I // `, I ( `\ '11 �I .� I ` I 1244 , I. \ , \ ` `, `, \ i A` ` ' \I I I \ \ I I , \ \ I. `� ` ` I `� `• \ `\ N `\ \ 1%` �� \, \ `\ ' \ V V, ,` \` • , \ \ \ \ 1 \ `\ `, ', `,�� ` ` , 1 / �\ \ I I \/ ; ! ' /! A 2 Z I I= U 1� IG I DRIVEWAY APPROVED 4. CUTOFF OUTLET CONCRETE FLARED ACCESS EQUAL. WALLS SHALL END WITH EPDXY SHALL SECTIONS BE AT LEAST BE INSTALLED AND COATED #5 BELOW SHALL REBAR CMP OR ALL BE 12" AN 4,500 PSI ON REV. NO. aaaaaaaa CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, EDGE 5. SAFETY FLARED ANY OUTLET 8" OF GRATES END WIDE X 3' THE END SHALL SECTIONS FLARED DEEP SECTIONS. END AND 2' BEYOND BE PROVIDED BUT SHALL NOT SECTIONS. AT BE EACH ALL INLET PLACED OUTSIDE AT CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 STORM SEWER PLAN & PROFILE WELD COUNTY, COLORADO LEGEND 7 �10p�_ / -7OO� \7OO 70p�� / PROPOSED PROPOSED EXISTING EXISTING MAJOR MINOR MAJOR MINOR CONTOUR CONTOUR CONTOUR CONTOUR - • - PROPOSED SWALE/ROADSIDE DITCH 4915 4915 EXISTING PROPOSED EASEMENT EASEMENT U I I I I I I I PROPOSED CULVERT/STORM SEWER I I 4910 w 4910 �c) , �o IL & o o Co O 811 CALL UNCC YOU 811 BEFORE DIG -- N F.O CO 4.i o CO 4905 N Lci co co 4905 000ono 04 �i 2 ��cD z p I EXISTING GRADE ALONG . - > > U • M�° -- ��---- 4900 o ��z ? _ _ �� 4900 1 tip -800-922-1987 OR IL co 4895 ---- ---` 4895 100-YR HGL UTILITY CENTER .._ NOTIFICATION OF COLORADO PROPOSED GRADE ALONG 4. / / 4890 4890 _ - _ _r__ _ 4885 4885 - L-40.85' L=424.08' - - _ S-0.28% - - - _ PL 54" RCP S=0.28% _ L=458.90' 54" RCP S=0.28% TAJ 4880 54" RCP 4880 1/28/2025 4875 4875 ` 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 - STORM MAIN PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) ST1 125 141 • • \\ I "e............N ; `�� `\ , ; -- ` '� `-_'- ' �--� / / • ; 4905 - I , 1 \ \ '\ ` ` ' ' `\ \ , \• `, ` ` -_, ` \ I I I • I / ` , ` CSC \ Q ct 7 in 0 Z _` \ \ 1 ,_ \ / . / I 1 1 •\ \ \ , ` \440;1;\ CD •• • • / \ 1 I I I • I I • il - \ <LIM f __ \ 1 t , \ I / / • / I • / I \\ • ‘: :2 : \\ \‘‘v V:\ \\I\ \‘‘.‘ • • 1I \ , t / • • _,---- ,,---- ---- ---- ae .. N. I / / • 1I 'III • / N • .___-� W • ``,` \� I \ . \ .�.� `. ,,,, I I -. \ / `_ �,'/ \\ .,` • .,` \.` / I - �. .---' \ ,\ , - � •,` - -`- - _ V , V A • . _'`. , I I , / A . _ _ . , , . 1 .` , ' _ `\ \ ; % + \```: ` '; ' -- / _` I I ` \ ` Loi• ,//\ {" / - -- .� (V w , `, `Hir `, ` \ 1 \ 1 • `, `, co \•\,`\,\,• �t ►S \ �,, ,, , `. _, ,� / ,1 / , I I 1 • I I I I / t t `\ \ / _ �, ,. ,, 140 _ , / ,' `, 1 1• _ ,,I --1 i \ e•......-....._______....'' / />>.'•-/-/� /'� V_ 'N / I \', \ ' ! i ; 1\ \ — / ��` — — \ \ / / .'- , STMH-1 / I `\ `� 54" FES \ �` _ . - - , / '�, \\ \ , '`• -\ `\` ` INV: 4878.53• Ni •,/N / -. ,\ `, ‘•, \ `` `` .` --_------'"- . `\ \\ I `, I �-r 4885 r - i i 1`\ 4880•�/- - �•_ 4880 � / - 4885 . DATE � KEYMAP DESCRIPTION �,- ___ \ ' o \ \ 26.06 LF OF 30" RCP @ 3.44% _ — `. `• \\ STMH-2 / N, �' �'`: _ _ rn / ,' ��'` \ ---- in - 4890 in \ •• I --•t✓ ___ _ • • STORM SEWER NOTES 519.85 LF OF 54 RCP 0.28 /o @ , \� r \ `-- 339.37 LF O 4" � _— — \ \ R 84°/ - G G � I _ - G'` I c ' 1� 1. PIPE LENGTHS MANHOLES STRUCTURES. THE LAYING 2. PIPES PUBLIC EQUAL. 3. PIPES CONSTRUCTED CONSTRUCTED ARE OR THE SPECIFIED LENGTH ROADWAY CALCULATED INSIDE OF UNDER IN FROM FACE OF LENGTH OF FLARED END THE TRAVEL SHALL BE RCP RIGHT OF WAY INLET PIPE SECTIONS. THE OR FOR CENTER BOX INCLUDES LANES AN APPROVED PRIVATE OF OF \- 3'I'8� / �_� ■177�'►�I�G1i��w-/y I �I . 1 / ` X `_ \ •• - -:, ,� I X X`-, - -_,X -�_ - _ _ '`--- `` \ \ �r 11 `\ \ `. 4880 �/� \\ `, �`'\ `.` z1 _ � / � ` I i ``-,..��- I '`�� ' ` s� �`- ____ ' .___ - _ _ / \ .-.' , , I \ ',t �`\ `. `,•, J' O _. -_ __ / / \ \ `` / - ` __ / h '` I - -, -.._7,___ / `�.... __ `- �'� \ `'t, ` , 1 STMH-5 `\ ., V � `,` • •, 885 �� \ \ \\ _ , , ' \ \ �i ` \\ \ \� `\` �� \\ `\ \ 1\ t \, , / `\'_\ - - 1 \` f ' O \ I \ \� \ •`� t 4890 \ \ \ \ `\ ` / - `., \ X90 \ \` '` \ A8 \ \`•`.`\ \ \• \• `• ` \ \ I ` 1• .� \ 1 \ \ \ ` ` bo% �.` • \ \ // \•NEW --L�` ` \` \• , 1 895 \ \ \ \ \ ` / \ 1` \ \ `\ �` `\ _ __ `--'- `' \` \` \` \ , `� / / '' ``\ '\ ' t` \` \` •\• \ y ` -' �` \ • ` ` ` ` ` ` \ 4900 �T` ` C• \` �` / V �� \ A v T v V v v ` ` ` \ \ ` ' \ `` c:5: t G �' --/-7::- / _. ,♦ `o` , ' ` ` ` `s `DRIVEWAY \`\````\ APPROVED 4. CUTOFF OUTLET CONCRETE FLARED ACCESS EQUAL. WALLS SHALL END WITH EPDXY SHALL SECTIONS BE AT LEAST BE INSTALLED AND COATED #5 BELOW SHALL REBAR CMP OR ALL BE 12" AN 4,500 PSI ON REV. NO. _ _ `� ````• `-` • I /84.78 LF OF 24 RCP @ 5.11/0 `,``,V '\`` \ \ \` \` `\ `, \ ii •. , • ` \ i/ \ `\ `\ `\\`�\ ., \ 141 \` \` `\ /// 1 \ \ • C, I `--.�_�\ ` / e' \\ \ \ \ \, \ \ \ \ \ h7 NSTORM LINE A, I �' _ ' ` ` ` `` \ / / \, \ 1 ,,,- / _ \ \ , \ ,\\ 1 \` \ \ ,`` ` / / I II l / - ��' .- ` 39 `` \ ` -• `I I ., •\ t \ \ -ce\ ,\ ` \``- , \ ` , \ 1 \ \ \ ` .� ,CENTER / / q� I , 24"FES \ -� ` \ \ ` ' \\ �'\ 1` ' \\ \ `\ `\ `` .\ ```•_- / ,� ' \ INV: 4889.09 \ I\t \ _ 1 I ; ,\ \ ,, ,�� \I `\ `, \ \ \ \� •..� \� • , / / / 1 •\ �� t , V V \ • .` \EDGES, -- EACH WAY, 3 CLEAR FROM ALL EARTHEN EDGE 5. SAFETY FLARED ANY OUTLET 8" OF GRATES END WIDE X 3' THE END SHALL SECTIONS FLARED DEEP SECTIONS. END AND 2' BEYOND BE PROVIDED BUT SHALL NOT SECTIONS. ATALL BE EACH INLET PLACED OUTSIDE AT CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 STORM SEWER PLAN & PROFILE WELD COUNTY, COLORADO \ I \ , t51 , , , 1 I ,�, o / _ /V. _ ***e.-- _/ ... __` /I I ` •1,90________ '-138'--- ----- / ---. ----- / ,,- I ; 1 142 ' \ `\ `. `\ `. \�. i ! \� `\ `\ \ \`. `. �\ ``_ \, S. -`. STORM MAIN - PLAN VIEW LEGEND --- �1Op / -/00� \/00� 10p� / PROPOSED PROPOSED EXISTING EXISTING MAJOR MINOR MAJOR MINOR CONTOUR CONTOUR CONTOUR CONTOUR - • - PROPOSED SWALE/ROADSIDE DITCH 4915 4915 4915 4915 EXISTING PROPOSED PROPOSED EASEMENT EASEMENT CULVERT/STORM SEWER 4910 _ 4910 4910 4910 Ln STMH-2 (6' 0) ,w T rr o II n1 0+27.50 0.00' L RIM 4896.00 INV IN481.37 (W-54") INV IN 4883.37 (S-30") INV OUT 48 1.37 (E-54 CUT=15.1± M I-1-1 '---I.• 4-I 4 Z 811 CALL UNCC YOU 811 BEFORE DIG o °O rMH-1 (8' 6) EXISTING GRADE ALONG -- N 4905 0 ,r 2 ' +1 PROPOSED GRADE ALONG 4. ti • 4905 4905 _ 4905 o�> Z °0 a0 �`a,°� EXISTING GRADE —\ brn 00 d ao + — z Z co co D .- �r z z p ii ALONG toz��4 o o ' 1Z Q LO OO -, �r z o ii I rn� U --- ^`�� cot» > D �' cn �� E- w 102> > ~ 4900 ��—��---�� ---�®.� r A E Z Z Z o ` 4900 4900 4900 Ll u Hu, z z o I- 4900 / ` ,, \. cc; 1-800_922_1 �� OR 9 ,-tl �,, A �. , PROPOSED N _ t GRADE ALONG 4 •. --' 4895."--------"\-/-. _ 4895 4895 - - 4895 UTILITY CENTER NOTIFICATION OF COLORADO — 100-YR HGL .\ 4890 ; u) 4890 4890 4890 Z o� \ \\ 100-YR HGL � o4 \ �> = \ moo? 4� 4885 ^ 4885 4885 �gs�j�8� 4885 / PL \\ TAJ 4880 L-519.85' 4880 4880 4880 L-45 S-0.28% / L=26.06' 54" RCP L=339.37' - - - - S-0.28% S=3.44% 54" RCP S=0.84% 30" RCP 1/28/2025 54" RCP 4875 4875 4875 4875 ` 9+50 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 2+00 1+00 0+00 -0+50 _ STORM LINE A - PROFILE VIEW STORM MAIN PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1". 60' (HORIZONTAL) 1" = 6' (VERTICAL) ST2 126 141 1 1 1 1 4 4 4 3.33' 100 -YEAR MAX FLOW DEPTH 1 O 8' 1' MIN. FREEBOARD CHANNEL A V 1 4 2.62' 100 -YEAR MAX FLOW DEPTH 8' r 1' MIN. FREEBOARD CHANNEL B 1 4 1.23' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD � I 1 4 8' CHANNEL C 1.68' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD T 11 4 b- 8' 1 4 CHANNEL D 4 1.3' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 8' � 11 4 CHANNEL SECTIONS 1 1 1 1 4 0 5' 10' mml 1" = 5' (HORIZONTAL) 1.97' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 4 1 4 12' 1 1 4 4 - 1.96' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 8' CHANNEL H CHANNEL O - 1.67' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 10' f I 1 4 1 4 4 1 - 2.68' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD T 16' -� CHANNEL I CHANNEL P 0.67' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 10' 4 1 4 1.06' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 8' -� 4 CHANNEL J CHANNEL Q - 1.81' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 10' f 11 4 1 4 2.07' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 12' CHANNEL K CHANNEL R - 1.09' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD T 11 4 8' �1 CHANNEL E CHANNEL L - 2.23' 100 -YEAR MAX FLOW DEPTH V r 1' MIN. FREEBOARD 6' 4 1 1 4 - 1.09' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 16' CHANNEL F CHANNEL M - 1.63' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 H� 6' 4 4 1.81' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 16' CHANNEL G CHANNEL N 4 4 1 1 4 4 1 1 W I- DESCRIPTION I REV. NO. aaaaaaaa U z Z.‹ O W t� BC � W o N N � z � J F- 0 RU(DZ cc% J Z a o0_U_v WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHK[ DATE 1/28/2025 SHEET NUMBER CHI 127 141 i STORM SEWER NOTES: 1. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES OR THE INSIDE FACE OF INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 1A 4930 4930 4930 4925 4920 4915 4910 w w 0 L=85.47' S=1.17% 48" RCP CUTOFF WALL 4905 TYPE "H" RIPRAP D50=18", Lp=40', W=22', D=3' w w 0 4925 CULVERT 1B 4930 4925 4920 4920 w LL 0 4915 4915 4910 4910 4925 4905 4905 0+00 CULVERT 4 4925 1+00 1+35 4925 4920 4920 co , r 4915 Lwi� Wv 4915 — — — — 4910 4910 L=51.86' S=0.77% 15" RCP 4905 CUTOFF WALL 4905 "VL" TYPE RIPRAP D50=6", Lp=4', W=2', D-1' 0+00 CULVERT 11 4935 1+00 1+15 4935 4930 4930 15"F S INV: 4 23.50 15" FES INV: 4922.92 4925 4925 4920 4920 �l 4915 .i Nur' 4915 CUTOFF WALL TYPE "VL" RIPRAP - 4910 D50=6", Lp=4', W=3', D=1' 4910 0+00 4910 1+00 1+15 CULVERT 23 4910 4905 4905 N 4900 30" FES N. O) 4900 co .7r- 5 0 4895 4895 co 05 �— �� 4890 4890 1.0 11523 \ \ \ °" \ \ RCP 4885 WALL - 4885 CUTOFF TYPE "L" RIPRAP W=8', D=1.5' D50=9", Lp=19', 4883 4883 L=85.47' S=1.17% 48" RCP CUTOFF WALL TYPE "H" RIPRAP D50=18", Lp=40', W=22', D=3' w w 0 v INV 4920 4915 4910 4905 0+00 CULVERT 5 4900 1+00 1+35 4900 4895 4895 o co LL w co 4890 - MZ w� 4890 OZ CO - - - 4885 4885 L-61.75' 4880 S-0.77% 4880 36" RCP CUTOFF WALL 4875 TYPE "M" RIPRAP D50=12", Lp=26', W=11', D=2' 4875 0+00 4930 1+00 1+25 CULVERT 20A 4930 4925 4925 O 0 0 492049204915 w 36" FES O w V V NT'E1 4915 4910 L-84.35' 4910 S=2.37% 36" RCP CUTOFF WALL 4905 4905 TYPE "L" RIPRAP D50=9", Lp=30', W=13', D=1.5' 0+00 4890 1+00 CULVERT 24A 4890 1+50 4885 4880 w w 0 M INV: 4875.25 4885 4875 INV: 4875.01 4880 4875 4870 L-62.77' S-0.38% 30" RCP 4865 CUTOFF WALL 4870 TYPE "L" RIPRAP D50=9", Lp=25', W=13', D=1.5' 4865 CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) CULVERT 2 4930 4930 4925 4925 4920 0 INV: 4913.50 O w0 w `-` u_4920 > 4915 co Z M 4915 4910 4910 L=62.01' 36" 36" RCP RCP 4905 CUTOFF WALL 4905 TYPE "L" RIPRAP D5o=9", Lp=24', W=9', D=1.5' 0+00 CULVERT 6 4905 1+001+12 4905 4900 4900 ID 24" FES 4895 In Lu LL N z 4895 V Z 4890 4890 L=54.05' S=0.93% — 4885 4885 24" RCP CUTOFF WALL 4880 TYPE "VL" RIPRAP Lp=12', W=6', D=1' 4880 D50=6", 0+00 4930 1+00 1+15 CULVERT 20B 4930 4925 4925 0 O w w LL _� O :::zE 4915 4910 L-84.56' 4910 S=2.37% 36" RCP 7 CUTOFF WALL 4905 4905 TYPE "L" RIPRAP D50=9", Lp=30', W=13', D=1.5' 0+00 4890 1+00 CULVERT 24B 4890 1+50 4885 4885 4880 U) N o Ij V 4880 30" FES co LU L 4 z z co 4875 4875 4870 - 4870 L-62.77' S-0.38% 30" RCP f / 4865 CUTOFF WALL 4865 TYPE "L" RIPRAP D50=9", Lp=25', W=13', D=1.5' CULVERT 3 4920 4920 4915 4915 INV: 4905.25 N 4910 O 30" FES 4910 w°' u_ r 0> M Z 4905 4905 - - - - - - 4900 L=83.17' 4900 S=1.15% 30" RCP CUTOFF 4895 WALL 4895 - TYPE "L" RIPRAP D50=9", Lp=16', W=7', D=1.5' 4890 4890 0+00 CULVERT 8 4920 1+00 1+33 4920 4915 4915 4910 CD C.O 4910 Ili co in O 11.1 v- F10 to 4905 4905 _ 4900 L=61.26' 4900 S=0.52% 15" RCP CUTOFF WALL 4895 4895 TYPE "VL" RIPRAP D50=6", Lp=4' W=2' D-1' 0+00 CULVERT 22 4940 1+00 1+20 4940 4935 4935 co 4930M 4 o W:::: u `-` 0 > Z O 5 Z 4925 .r 4920 4920 L=63.66' S-1.22% 30" RCP 7 4915 CUTOFF WALL 4915 TYPE "L" RIPRAP - D50=9", Lp=16', W=7', D=1.5' 0+00 CULVERT 25 4940 1+00 1+30 4940 4935 4935 0 0 co 4930 4930 U w w c0z => Z 4925 4925 ---- L-57.08' S=1.24% 4920 18" RCP 4920 CUTOFF WALL D50=6", TYPE "VL" RIPRAP 4915 Lp=5', W=3', D=1' 4915 W I- 0 DESCRIPTION I REV. NO. aaaaaaaa WELD COUNTY, COLORADO ICHKI1 _ PL TAJ DATE 1/28/2025 SHEET NUMBER 0+00 1+00 1+65 0+00 1+00 1+25 0+00 1+00 1+25 0+00 1+00 1+15 CLV1 128 141 I STORM SEWER NOTES: 1. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES OR THE INSIDE FACE OF INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 25.1 4940 4940 4935 4935 O u m 4930 4930 Lu.,,- co rn 'CoZ w > - 00 z _ _ 4925 4925 L-51.86' — - s-1.10% 18" 4920 RCP 4920 CUTOFF WALL 4915 TYPE "VL" RIPRAP 4915 D50=6", Lp=6', W=3', D=1' 0+00 CULVERT 29.1 4925 1+00 1+15 4925 4920 4920 O O N. O up w� w y) 4915 LL w� �Z > 4915 �Z - 4910 4910 L=51.86' S=1.98 % 18" RCP 4905 4905 CUTOFF WALL TYPE "VL" RIPRAP Lp=5', W=3', D=1' 4900 4900 D50=6", 0+00 CULVERT 34 4915 1+00 1+15 4915 4910 4910 VD N w v Ni 4905 w o O H 4905 NZ U_> N 4900 4900 L-57.92' _ S=0.83%° 4895 24" RCP 4895 CUTOFF WALL TYPE "VL" RIPRAP D50=6", Lp=9', W=4' D-1' 4890 4890 0+00 4880 1+00 1+15 CULVERT 37C 4880 4875 4875 4870 u up 0 4870 30" FES 00 V INV: 4865. w LL 4865 4865 4860 L-67.50' 4860 S-0.67% 30" RCP CUTOFF WALL 4855 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 4855 CULVERT 27 4910 4910 4905 4905 c cr> co c5"co 4900 4900 oco oZ Z — 4895 4895 - ^' L=64.50' S=0 38% 4890 30" RCP 4890 CUTOFF WALL D50=9", TYPE "L" RIPRAP 4885 Lp=18', W=8', D=1.5' 4885 0+00 4915 1+00 1+15 CULVERT 30 4915 4910 4910 N C""). co� a) 4905 w� w 4905 4Z N - 4900 4900 L=77.79' s=0.50% 4895 24" RCP 4895 CUTOFF WALL "L" 4890 TYPE RIPRAP - 4890 D50=9", Lp=13', W=7', D=1.5' 0+00 4920 1+00 1+35 CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) CULVERT 28 4915 4915 4910 4910 O N 4905 18" FES 0 4905 co v cu > z 0 4900 4900 L=51 86' 4895 S=0.80% 4895 18" RCP CUTOFF WALL 4890 4890 TYPE "VL" RIPRAP D50=6", Lp=8', W=5', D=1' 0+00 CULVERT 31 4900 1+00 1+15 4900 4895 r 4890 w w (o CO INV: 4886.16 co w w M O cci co co > z 4895 4885 4890 4880 L-56.46' S=0.29% 36" RCP 4875 CUTOFF WALL TYPE "L" RIPRAP D50=9", Lp=22', W=9', D=1.5' 4885 4880 4875 0+00 1+00 1+25 CULVERT 35 CULVERT 37A 4920 4915 4915 0 c 4910 24" FES O co LL `" INV: 4905. 4910 O z 4905 4905 — — _ _ _ _ 4900 L=62.73' 4900 S=1.12% 24" RCP CUTOFF WALL 4895 TYPE "L" RIPRAP D50=9", Lp=13', W=6', D=1.5' 4895 4880 4880 4875 4870 INV: 4865.55 w w O co co co co 4875 4865 4860 L-67.50' S-0.67% 30" RCP 4855 CUTOFF WALL 4870 4865 4860 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 4855 0+00 1+00 1+15 0+00 4905 4900 4895 4890 4885 CULVERT 38A L=194.87' S-2.38% 36" RCP CUTOFF WALL 4880 w U- (0 M O rn co CO > z 1+00 1+25 4905 4905 4900 4895 TYPE "L" RIPRAP D50=9", Lp=30', W=16', D=1.5' 4890 4885 4900 4895 4890 4885 CULVERT 29 4910 4910 4905 4905 30" FES INV: 4897.00 I30" FES INV: 4896.75 4900 4900 4895 4895 4890 4890 4885 TYPE "VL" RIPRAP —/ 4885 D50=6", Lp=15', W=6', D=1' 0+00 CULVERT 32 4905 1+00 1+30 4905 4900 4900 INV: 4893.79 30" FES 4895 4895 4890 4890 4885 4885 TYPE "L" RIPRAP J 4880 D50=9", Lp=20', W=9', D=1.5' 4880 0+00 4880 1+00 1+30 CULVERT 37B 4880 4875 4875 0 O 4870 INV: 4865. 4870 LU o ' z 4865 4865 ` 4860 L=67.50' 4860 S-0.67% 30" RCP CUTOFF WALL 4855 J/ 4855 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 0+00 CULVERT 38B L=199.78' S-2.32% 36" RCP CUTOFF WALL 4880 4880 w w O M NV: 4839.00 TYPE "L" RIPRAP D50=9", Lp=30', W=16', D=1.5' 1+00 1+25 4905 4900 4895 4890 4885 4880 DATE DESCRIPTION I REV. NO. *1*1*1*1 WELD COUNTY, COLORADO PL TAJ CHKC DATE 1/28/2025 SHEET NUMBER 0+00 1+00 1+25 0+00 1+00 2+00 2+60 0+00 1+00 2+00 2+65 CLV2 129 141 STORM SEWER NOTES: 1. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES OR THE INSIDE FACE OF INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 39A 4925 4925 4920 4920 INV: 4910.40 O cn 4915 u_ 4915 LL� 45 N _ 4910 4910 ----- 4905 L=64.73' 4905 S=1.08% 24" RCP CUTOFF WALL 4900 "L" 4900 TYPE RIPRAP D50=9", Lp=25', W=11', D=1.5' 0+00 CULVERT El 4850 1+00 1+15 4850 4845 4845 N. 4840 cn co M O N- 4840 LLJ co Li_ W co Z l. C° 4835 4835 — — L=50.25' S=0.85% 4830 18" RCP 4830 ji CUTOFF WALL TYPE "VL" RIPRAP 4825 D50=6", Lp=6', W=3', D=1' 4825 0+00 CULVERT E5 4855 1+00 1+15 4855 4850 4850 O) v co Nr cn c6 4845 L.L. wd- w 4845 to �z - - - - 4840 4840 L=51.83' S-0.99% 15" RCP 4835 CUTOFF WALL 4835 TYPE "VL" RIPRAP Lp=6', W=4', D-1' D50=6", 4830 4830 0+00 1+00 1+15 CULVERT 39B 4925 4925 4920 4920 - w 71- Lo 4915 u_ - > d 'O7,N 4915 Z u_ N 4910 4910 --- — 4905 L=51.63' 4905 S=1.12% 24" RCP je CUTOFF WALL 4900 4900 TYPE "L" RIPRAP Lp=25', W=11', D=1.5' D50=9", 0+00 CULVERT E2 4855 1+00 1+15 4855 4850 4850 4845 LC) r M 4845 u_ LLJ ,r W � tOz, z 4840 4840 + - 4835 L=51.86' 4835 S=0.82% 15" RCP CUTOFF WALL 4830 "VL" 4830 TYPE RIPRAP D50=6", Lp=4', W=3', D-1' 0+00 CULVERT E6 4835 1+00 1+15 4835 4830 4830 up co Lo M Z cn N 4825 �� W't 4825 w N Z V N _ - - - - 4820 4820 L=60.39' S=0.99% 24" RCP 4815 4815 CUTOFF WALL TYPE "VL" RIPRAP 4810 050=6", Lp=11', W=5', D=1' 4810 0+00 1+00 1+15 CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) CULVERT 40A 4915 4915 4910 4905 CO w w N 4900 INV: 4902.93 w w 7 N INV: 4901.7 4910 4905 4895 L=67.62' S=1.70% 24" RCP CUTOFF WALL 4890 TYPE "L" RIPRAP D50=9", Lp=25', W=11', D=1.5' 4900 4895 4890 0+00 CULVERT E3 4845 1+00 1+18 4845 4840 4840 INV: 4831.00 4835 co. 4835 /24 FES Co 0) u_ ? N 4830 4830 L-62.63' 4825 4825 S=0.56% 24" RCP CUTOFF WALL 4820 TYPE "L" RIPRAP Lp=13', W=6', D=1.5' 4820 D50=9", 0+00 1+00 1+15 CULVERT 40B 4915 4915 4910 4910 CO 0) N CD 0 4905 N v 4905 Z - > N N Z 4900 4900 L=57.33' s=181% 4895 24" RCP 4895 CUTOFF WALL 4890 TYPE "L" RIPRAP D50=9", Lp=25', W=11', D=1.5' 4890 0+00 CULVERT E4 4855 1+00 1+15 4855 4850 4850 4845 INV: 4841.45 15" FES 4845 o � INV: 4841 4840 4840 L=48.02' - ' 4835 S-0.86% 4835 15" RCP CUTOFF WALL 4830 TYPE "VL" RIPRAP 4830 D50=6", Lp=4', W=3', D=1' 0+00 1+00 1+15 DATE DESCRIPTION I REV. NO. *1*1*1*1 WELD COUNTY, COLORADO ICHK[1 _ PL TAJ DATE 1/28/2025 SHEET NUMBER CLV3 130 141 OH I: X I .o INSTALL 30 MPH SPEED SIGN R2-1 LII INSTALL STOP (R1-1) & STREET SIGN i l COUNTY ROAD 39 INSTALL STOP (R1-1) & STREET SIGN SEE SEPARATE PLAN SET FOR COUNTY ROAD 32 AND COUNTY ROAD 39 IMPROVEMENTS INSTALL STOP SIGN R1-1 INSTALL STOP SIGN R1-1 TRACT C a 229 3 / 206 222 225 236 O 230 INSTALL NO INSTALL STOP Z OUTLET SIGN (R1-1) & STREET U) W14-2 SIGN 207 223 224 232 233 W 208 cc TRACT Q INSTALL 30 MPH SPEED SIGN R2-1 24 INSTALL 30 - MPH SPEED SIGN R2-1 - 22 INSTALL STOP (R1-1) & STREET SIGN TRACT B _ INSTALL 30 MPH SPEED SIGN R2-1 INSTALL NO OUTLET SIGN W14-2 INSTALL 30 MPH SPEED SIGN R2-1 NOT A PART INSTALL STOP SIGN R1-1 INSTALL NO OUTLET SIGN W14-2 TRACT E 35 INSTALL 30 MPH SPEED SIGN R2-1 INSTALL NO OUTLET SIGN W14-2 INSTALL STOP 175 (R1-1) & STREET SIGN INSTALL NO OUTLET SIGN 70 W14-2 71 MEADOWLARK PLACE INSTALL STOP (R1-1) & STREET SIGN INSTALL 30 MPH SPEED / SIGN R2-1 INSTALL STOP (R1-1) & STREET SIGN INSTALL 30 MPH SPEED SIGN R2-1 FILING NO. 1 FALCON WAY 239 TRACT K INSTALL NO OUTLET SIGN W14-2 215 216 INSTALL STOP SIGN R1-1 INSTALL STOP SIGN R1-1 66 67 65 INSTALL 30 MPH SPEED SIGN R2-1 INSTALL STOP SIGN R1-1 BUNTING WAY TRACT F INSTALL STOP SIGN R1-1 INSTALL STOP (R1-1) & STREET SIGN INSTALL STOP (R1-1) & STREET SIGN MORNING DOVE LANE INSTALL STOP SIGN R1-1 TRACT L 166 INSTALL 30 MPH SPEED SIGN R2-1 INSTALL 30 MPH SPEED SIGN R2-1 NUTHATCH WAY 161 16 INSTALL STOP - (R1-1) & STREET SIGN 162 INSTALL 30 MPH SPEED SIGN R2-1 A0 244 v� 141 INSTALL 30 MPH SPEED SIGN R2-1 INSTALL NO 190 191 OUTLET SIGN 193 E NIGHTHAWK WAY 1200 I INSTALL NO INSTALL STOP OUTLET SIGN (R1-1) & W14-2 77 STREET SIGN PELICAN LAKE PLACE 56 INSTALL NO OUTLET SIGN - W14-2 TRACT A INSTALL STOP (R1-1) & STREET SIGN FAIRBANKS DRIVE 102 PELICAN LAKE DRIVE TRACT G 108 INSTALL 30 MPH SPEED SIGN R2-1 INSTALL 30 MPH SPEED SIGN R2-1 100 j MEADOWLARK LANE INSTALL STOP SIGN R1-1 KING FISHER WAY INSTALL 30 MPH SPEED SIGN R2-1 COUNTY ROAD 32 SEE SEPARATE PLAN SET FOR COUNTY ROAD 32 AND COUNTY ROAD 39 IMPROVEMENTS INSTALL STOP (R1-1) & STREET SIGN INSTALL NO J - OUTLET SIGN "- W14-2 TRACT H INSTALL STOP (R1-1) & STREET SIGN X 104 139 TRACT J INSTALL STOP (R1-1) & STREET SIGN LEDYARD ROAD SOUTH 137 -u INSTALL 30 MPH SPEED SIGN R2-1 INSTALL 30 MPH SPEED SIGN R2-1 135 INSTALL STOP (R1-1) & STREET SIGN 131 // 127 INSTALL 30 MPH SPEED 30 SIGN R2-1 INSTALL STOP 128 (R1-1) & STREET SIGN INSTALL 30 123 MPH SPEED SIGN R2-1 INSTALL NO OUTLET SIGN W14-2 120 122 X X- 107 121 INSTALL 30 MPH SPEED SIGN R2-1 126 TRACT I MEADOWLARK WAY CHICKADEE WAY INSTALL STOP (R1-1) & STREET SIGN INSTALL STOP (R1-1)& STREET SIGN 2]6 276 N INSTALL 30 283 MPH SPEED SIGN R2-1 278/ 79 279 INSTALL STOP '9Q (R1-1) & STREET SIGN INSTALL 30 MPH SPEED SIGN R2-1 TRACT M INSTALL 30 p MPH SPEED F SIGN R2-1 INSTALL 30 MPH SPEED SIGN R2-1 270 KESTREL PLACE EAST AREA INSTALL NO OUTLET SIGN W14-2 TRACT N_ / INSTALL 30 MPH SPEED SIGN R2-1 I TRACT R INSTALL STOP SIGN R1-1 INSTALL STOP (R1-1) & STREET SIGN "- INSTALL STOP SIGN R1-1 UNCC CALL BEFORE YOU DIG 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 400' 800' 1" = 400' (HORIZONTAL) w 0 DESCRIPTION REV. NO. aaaaaaaa SHEET NUMBER 131 OF 141 EROSION CONTROL NOTES 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH -DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED O THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: 7.1. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 7.2. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 7.3. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. COUNTY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERTY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 15.1. BELOW ALL GUTTER DOWNSPOUTS. 15.2. OUT TO DRAINAGE SWALES. 15.3. ALONG LOT PERIMETER. 15.4. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCITON MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. MATERIAL HANDLING AND SPILL PREVENTION THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL HANDLING, SPILL PREVENTION SPILL CLEANUP. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES WHEN A SPILL OCCURS. THE FOLLOWING ARE RECOMMENDED GUIDELINES FOR THE CONTRACTOR AND SHALL NOT REPLACE GOVERNMENTAL REGULATIONS: CONCRETE WASHOUT STRUCTURE: CONCRETE WASHOUT STRUCTURES ARE USED TO CONTAIN CONCRETE AND LIQUIDS WHEN THE CHUTES CONCRETE MIXERS AND HOPPERS OF CONCRETE PUMPS ARE RINSED OUT AFTER DELIVERY. THE WASHOUT FACILITIES CAN BE CONSTRUCTED READY-MADE. ALL WASHOUT FACILITIES CONSOLIDATE SOLIDS FOR EASIER DISPOSAL AND PREVENT RUNOFF OF LIQUIDS. THE WASH ALKALINE AND CONTAINS HIGH LEVELS OF CHROMIUM, WHICH CAN LEACH INTO THE GROUND AND CONTAMINATE GROUNDWATER. IT CAN MIGRATE TO A STORM DRAIN, WHICH CAN INCREASE THE PH OF NEARBY WATERWAYS AND HARM AQUATIC LIFE. • THE CONTRACTOR SHALL DESIGNATE A CONCRETE WASHOUT AREA AND SHALL INSTALL THE WASHOUT A MINIMUM OF 100 FEET UPSTREAM FROM A STORM DRAIN, STREAM, POND OR WATERWAY. • THE FACILITIES SHALL BE CLEANED OUT ONCE THEY ARE 2/3 FULL OR NEW FACILITIES BE CONSTRUCTED TO PROVIDE ADDITIONAL • ADDING SOLVENTS, FLOCCULENT, OR ACID TO WASHWATER IS PROHIBITED. • PERMANENT DISPOSAL OF CONCRETE WASHOUT WASTE ON THE CONSTRUCTION SITE IS PROHIBITED. DISPOSAL OF WASTE SHALL LEGAL MANOR. CONSTRUCTION SITE LIQUID AND SOLID WASTE MANAGEMENT: BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES, INCLUDING SANITARY WASTES, MUST BE PROPERLY MANAGED AND DISPOSED OF TO REDUCE THE RISK OF POLLUTION. PRACTICES SUCH AS TRASH RECYCLING, PROPER SANITARY FACILITY MAINTENANCE, AND SPILL PREVENTION AND CLEANUP MEASURES CAN REDUCE THE POTENTIAL STORMWATER RUNOFF TO MOBILIZE CONSTRUCTION SITE WASTES AND CONTAMINATE SURFACE OR GROUND WATER. • THE CONTRACTOR SHALL DESIGNATE ONE AREA FOR CONSTRUCTION VEHICLE REFUELING THAT IS AT LEAST 100 FEET AWAY FROM DRAIN, STREAM, POND OR WATERWAY. • TEMPORARY SANITARY FACILITIES SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM DRAINAGEWAYS, STORM DRAINS, RECEIVING AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE TO FLOODING. WASTEWATER GENERATED FROM SANITARY FACILITIES SHALL ALLOWED TO FLOW INTO STORM SEWERS AND DRAINAGEWAYS. ONLY LICENSED HAULERS SHALL BE AUTHORIZED TO DISPOSE OF FACILITIES SHALL BE SECURED TO PREVENT OVERTURNING IN AREAS SUSCEPTIBLE TO STRONG WINDS. • CONSTRUCTION WASTE SHALL BE SEGREGATED PROPERLY INTO VARIOUS CATEGORIES SUCH AS HAZARDOUS MATERIALS, TOXIC NON -HAZARDOUS MATERIALS. • CONTAINERS OF LIQUIDS SHOULD HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM DRAINAGEWAYS, STORM DRAINS WATERS, AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE TO FLOODING. CONTAINERS SHALL ALSO BE PROPERLY LABELED. SPILL PREVENTION AND CONTROL: SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN (SPCC) SHALL CLEARLY STATE MEASURES STOP THE SOURCE OF A SPILL, CONTAIN THE SPILL, CLEAN UP THE SPILL, DISPOSE OF CONTAMINATED MATERIALS, AND TRAIN PERSONNEL PREVENT AND CONTROL FUTURE SPILLS. SPCCS ARE APPLICABLE TO CONSTRUCTION SITES WHERE HAZARDOUS WASTE ARE STORED HAZARDOUS WASTE INCLUDES PESTICIDES, PAINTS, CLEANERS, PETROLEUM PRODUCTS, FERTILIZERS, AND SOLVENTS. • THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN IN CONFORMANCE STATE AND FEDERAL REGULATIONS. • SPILLS SHALL BE CONTAINED AND CLEANED UP AS SOON AS POSSIBLE. • RESIDUALS LEFT OVER FROM THE CLEAN UP ACTIVITY, SUCH AS ABSORBENT PADS OR CONTAINERS OF SPILL MATERIAL, SHALL BE PROPERLY. • PROPER SPILL AND ILLICIT DISCHARGE REPORTING PROCEDURES INCLUDING CALLING THE APPROPRIATE STATE AGENCIES SHALL FOLLOWED FOR BOTH HAZARDOUS AND NON -HAZARDOUS MATERIALS. • SPILLS SHALL NOT BE WASHED DOWN INTO THE STORM DRAIN OR BURIED ANYWHERE. THE CONTRACTOR SHALL REFER TO THE STATE AND FEDERAL SPILL GUIDANCE MANUAL (SGM) FOR ADDITIONAL REQUIREMENTS. Sediment Control Log (SCL) SC -2 SC -2 Sediment Control Log (SCL) SEDIMENT CONTROL LOG INSTALLATION NOTES -SCL-SCL-SCL- 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND-DISTJRBING ACTIVITIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY YS OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT ARE 8 LB/FT DO NOT NEED TO BE TRENCHED. 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACK FILLED WITH SOIL OR FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN PLACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST LOGS SHOULD BE STAKED 10' ON CENTER. SEDIMENT CONTROL LOG MAINTENANCE NOTES FLOW ��l�'� TRENCHED G�� l•�✓I.4 3 • 4' MA • CENTER (TYP. �0FDSCL (TYP . ♦+l •K ` /`�Q, A� • Ij�� SEDIMENT S 1Yi" x %" x 18" (MIN) WOODEN STAKE 9" DIAMETER (MIN) SEDIMENT CONTROL LOG 6 ' NOTES: DIAM. phA��?j��`JJ�� 1.LARGER DIAMETER �y SC y� • <� BOG II SEDIMENT CONTROL \ K J LOGS MAY NEED TO �Q,/ / BE EMBEDDED DEEPER. �/��/ 'I ` 2.PLACE LOG AGAINST / ; / / . SIDEWALK OR BACK CF CURB WHEN ADJACENT TO THESE FEATURES. CONTROL LOG COMPACTED EXCAVATED 3., TRENCH SOIL - CENTER STAKE IN CONTROL LOG 9" DIAMETER (MIN) FLOW -� _f� SEDIMENT CONTROL LOG r Js DIAM. SCL (TYP.) f 'r 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EEFFECTIVEOPERATINGCONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE C DTHOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD RE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE AMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY )' OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM TOWN OF PARKER. COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO. AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE AMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 6 SECTION TRENCHED SEDIMENT CONTROL LOG O - 12" OVE=.LA, 1n1 N.; (., %" x tYZ" x 18" (MIN) WOODEN STAKE I _ -- 9" DIAMETER (MIN) SEDIMENT CONTROL LOG LOG JOINTS SCL-1. TRENCHED SEDIMENT CONTROL LOG CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. November 2015 Urban Drainage and Flood Control District SCL-3 Urban Stonn Drainage Criteria Manual Volume 3 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 SC -6 Inlet Protection (IP) GENERAL INLET PROTECTION INSTALLATION NOTES P I 1. SEE PLAN VIEW FOR: —LOCATION OF INLET PROTECTION. —TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.6) 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE AMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOTES Pa '� / L FLOW D (12" MIN.) B N CULVERT t ^� END SECTION BACKFILL UPSTREAM ROCK ROCK SOCK OF WATTLE SOCK 4 CULVERT INLET PROTECTION SECTION A 1. INSPECT AMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE AMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR STRAW BALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. PLAN r 10" MIN. { r KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP - KEY IN ROCK SOCK 2" ON EARTH SECTION B CIP-1. CULVERT INLET PROTECTION CULVERT INLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CULVERT INLET PROTECTION. 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING DETAIL. CULVERT INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS 1' THE HEIGHT OF THE ROCK SOCK. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE AMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District IP-7 Urban Storm Drainage Criteria Manual Volume 3 IP-8 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 W F- O DESCRIPTION REV. NO. aaaaaaaa J I I in Z O (1) Z z z D oZ7�Z Rc.) H Z U Q 0 ° O_ LL W WELD COUNTY, COLORADO SHEET NUMBER DT1 132 141 Concrete Washout Area (CWA) MM -1 12" TYP. >4 UNDISTURBED OR COMPACTED SOIL CONCRETE WASHOUT V�SIGN T 25 MIN. CONCRETE WASHOUT AREA PLAN COMPACTED BERM AROUND THE PERIMETER 1 I3' MIN. 3 >3 I 8 X 8 MIN. I SECTION A CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2% SLOPE 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. VEHICLE TRACKING CONTROL (SEE VTC DETAIL ) 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7- SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC -1 FLOW -y EXISTING GROUND ROTATE SECOND 1 XZ" x 1 Ji" (RECOMMENDED) WOODEN FENCE POST WITH 10' MAX SPACING SILT FENCE GEOTEXTILE COMPACTED BACKFI LL 6" MIN AT LEAST 10" OF SILT FENCE "TAIL" SHALL BE BURIED POSTS SHALL BE JO NED AS SHOWN, THEN ROTATED 180 DEG. IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND 4" MIN V 36"-48" TYP. 18" MIN SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED, TYP SECTION A SF -1. SILT FENCE November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF -3 SC -1 Silt Fence (SF) SILT FENCE INSTALLATION NOTES 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONDING AND DEPOSITION. 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE. 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J -HOOK." THE "J -HOOK" EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING, OR COLLAPSE. 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL 8E COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA. NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SF -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 SIDEWALK OR OTHER PAVED SURFACE PUBLIC ROADWAY INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT 50 FOOT (MIN.) 20 FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) 9" (MIN.) UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE CDOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK NON -WOVEN GEOTEXTILE FABRIC BETWEEN SOIL AND ROCK UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK r 9" (MIN.) T NON -WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE SECTION A VTC-1. AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VTC-3 SM-4 Vehicle Tracking Control (VTC) STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRM). 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5. A NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM CITY OF BROOMFIELD. COLORADO. NOT AVAILABLE IN AUTOCAD) VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stabilized Staging Area (SSA) SM-6 CONSTRUCTION SITE ACCESS STABILIZED CONSTRUCTION ENTRANCE (SEE DETAILS VTC-1 TO VTC-3) SF/CF SF/CF ONSITE COIVSTRUCTJON • VEHICLE PARKING (IF • NEEDED), CONSTRUCTION TRAILERS 3" MIN. THICKNESS GRANULAR MATERIAL SILT FENCE OR CONSTRUCTION FENCING AS NEEDED EXISTING ROADWAY SSA -1. STABILIZED STAGING AREA STABILIZED STAGING AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR - LOCATION OF STAGING AREA(S). - CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION. 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR MATERIAL. 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT FENCE AND CONSTRUCTION FENCING. STABILIZED STAGING AREA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SSA -3 SM-6 Stabilized Staging Area (SSA) STABILIZED STAGING AREA MAINTENANCE NOTES 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. NOTE: MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) SSA -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 W F- 0 DESCRIPTION REV. NO. aaaaaaaa to I- I U Ca Z O (/)re Z z w z o < O ZOZz U � Q 0 RoL =zO ° O_ LL W WELD COUNTY, COLORADO SHEET NUMBER DT2 133 141 12"(30cm) CHANNEL INSTALLATION DETAIL 1. control products Prepare soil before (RECPs), installing incrolludingled ro alny necessary application of lime, fertilizer, and seed. 2. Begin at the top of the channel by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12"(30cm) of RECPs extended beyond the up -slope portion of the trench. Use ShoreMax mat at the channel/culvert outlet as supplemental scour protection as needed. Anchor the RECPs with a row of staples/stakes approximately 12"(30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12" apart across the width of the RECPs. 3. Roll center RECPs in direction of water flow in bottom of channel. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. Place consecutive RECPs end -over -end (Shingle style) with a 4"-6" overlap. Use a g ) p double row of staples staggered 4" apart and 4" on center to secure RECPs. 5. 5. Full length edge of RECPs at top of side slopes must be anchored with a row of staples/stakes approximately 12"(30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. 6. Adjacent RECPs must be overlapped approximately 2"-5" (5-12.5cm) (Depending on RECPs type) and stapled. 7. checkIhigh flow e applications to a staple slot is recommended at 30 to 40 foot (9 (9 -12m) intervals. Use a double row of staples staggered 4"(10cm) apart and 4"(10cm) on center over entire width of the channel. 8. The terminal end of the RECPs must be anchored with a row of staples/stakes approximately 12" (30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. _ _ 4"(loom) - - �I ...:............,.. _ :.. •• -- ,•ter _ ►•:; _: , 6" _ 1 I=1 I •...; ..: — I = III III I .: .:, �� \ \� : :. _ 6" ► (15cm) I I —III III= IIII I _ �; \\\ 1 I I— (15cm) 4"(10cm) 1 1 I :: I1 I 1 �:� : ::;III= II I ==1=III- ► 5 2 I 7_.---7/ - 6„ - (15cm) - " """ " 2"-5" (5-12.5cm) " "" " .,, ) " "" " """""" �" " ".� > " 4"-6"" > "" � > > > \\" " (10-15cm) . ` " �\. 3 " " "- "" 1 I I I —III III -1 r �'� �� 111 " " �� ,��.�� „�'•�� " ""I` " " " "" , " " " " - =1 I I=1 I III III1 —III=11=11— _ " "" - y�, "" " \ " " " " " .\\,,..\ \/\ " " 4 ",��`; " " " h " " \" " - - " """ ?ii =, ", ""'�� " \\\"" " �\ " _\�\ " r---, "" " " "" " "" '"" " " " "" \"% , " "" '� " "y�, 1 \%\� " " " "" "" "" "" " " . r!�� " n . �� I-1 =III— ��\\� - " I Ilr _ ..;:•.:;.,:; ...., �.:; -II I _ i11=11 I — I —III 11-11 i-_ -I 11=1 I I �► - — — 6„ -III-I "•�� ..-III "'` _ _ III .. _ — —�-1 MJ — —III—� . c EI I I r l=1 � — — — — 15cm ( ) —III 1 11 .�' III —I! I —I II —III— ! !!— I III — — — I —I — I — I —I — =� III— r _ _ _�_ ,_ f ,,/j� III I I I I III I I — — 8 —III —III -III — CRITICAL POINTS A. Overlaps and Seams NOTES: B. Projected Water Line *Horizontal staple spacing should C. Channel Bottom/Side Slope Vertices necessary to allow staples to A A points along the channel surface. B B be altered if secure the critical I I C/ I **In loose soil conditions, the use of staple or stake C / lengths greater than 6"(15cm) may properly secure the RECPs. be necessary to Drawing Not To Scale NORTH AMERICAN GREEN` 5401 St. Wendel Cynthiana Rd. PH: 800-722-2040 Disclaimer: The information presented herein is general design information only. For specific applications, independent professional for further design guidance. consult an - Poseyville, IN 47633 www.nagreen.com I Drawn on: 5-4-17 15' MIN VARIES �\ MIRAFI FW300 FABRIC UNDER RIPRAP TYPICAL POND RUNDOWN PROFILE GRADE BREAK POINT RIPRAP - RE PLANS, SECTIONS AND DETAILS BOTTOM OF POND 30' MIN 0.0% �< ca(c oDvo�c \ 2"-5" (5-12.5cm) 1 4' (1.2m) 1 2"_5" (5-12.5cm) 1 6' (1.8m) 1 A C 1.7 Staples per SQ.YD. 3' (0.9m) • 3.3' (1m) • • 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 6' (1.8m) 1 B • 1.6' (0.5m) 3' (0.9m) 1 • 3.3' (1m) • 3.3' (lm) • • 0.7 Staples per SQ.YD. 1.15 Staples per SQ.YD. 1.6' (0.5m) 2"-5" (5-12.5cm) 4' (1.2m) 1 D 0 2' O (0)) 0 20"(0.5m) O O 0 0 3.3' ( O 0 0 0 O 0 0 O 0 0 2"-5" (5-12.5cm) 4' (1.2m) 1 2"-5" (5-12.5cm) E 0 Q 0 0 2 O 7 (0.7) 0 0 20"(0.5m) 00 0 0 0 10"(25cm) O O 0 0 3.3' 0 0 0(1m)O O 0 0 3.4 Staples per SQ.YD. 3.75 Staples per SQ.YD. 2"-5" (5-12.5cm) 10" (25cm) NORTH AMERICAN GREEN 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. IDrawn on: 5-4-17 STAPLE PATTERN GUIDE • 4:1 Slopes (A) • 3:1 Slopes (B) 2:1 Slopes (C) O 1:1 & Steeper Slopes (D) O Medium/High Flow Channel (D) O High Flow Channel And Shoreline (E) NOTES: * Use ECMDS for more accurate staple pattern selection. Drawing Not To Scale W I- DESCRIPTION I REV. NO. 441444444 WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKE DATE 1/28/2025 SHEET NUMBER DT3 134 141 PLAN C �I DIA. L PIPE I.D. MANSIONS A CIL I E IN. 18 10 48 78 36 24 10 48 78 48 30 14 36 96 60 36 18 36 96 72 42 24 36 96 78 48 28 24 96 84 54 30 36 96 90 60 36 36 96 96 72 34 20 96 108 REINFORCED CONCRETE CIRCULAR PIPE r X SECTION X -X END VIEW LAX END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD M-603-10. REFER TO LATEST M&S STANDARDS. REFER TO M-603-10 FOR ELLIPTICAL PIPES. D OR 2' MIN 3 MIN' TOEWALL NTS NOTE: TOEWALL SHALL BE 4,500 PSI CLASS D CONCRETE WITH 8 -INCH THICKNESS. TOEWALL REINFORCEMENT SHALL BE DESIGNED BY THE ENGINEER OR CONTRACTOR FOR APPROVAL BY THE COUNTY. D OR 2' MIN A EXTEND RIPRAP TO HEIGHT OF PIPE OR BOX, MIN. D, OR 2' MIN RIPRAP MORE THAN 1.0' ABOVE PIPE INVERT SHALL BE INSTALLED 6" BELOW FINISHED GRADE AND BURIED WITH TOPSOIL FINISHED GRADE PLAN NTS END TREATMENT MAY CONSIST OF RCP END SECTION (WITH TOEWALL) OR HEADWALL TOE WALL 8" THICKNESS 3' MINIMUM DEPTH GEOTEXTILE EROSION CONTROL. MIRAFI 300 OR EQUAL 2Dw MIN PROFILE NTS 05 00 00 05 SOIL RIPRAP OR VOID —FILLED RIPRAP Know what's below. Call before you dig. Computer File Information Creation Date: 12/14/2020 Last Modified Date: Full Path: Drawing File Name: AutoCAD Version: 2018 Scale: AS NOTED Units: English Index of Revisions Date: Comments: Initials: WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: RIPRAP APRON DETAIL Project No /Code Revised: Designer: Void: Detailer: Sheet Subset: Sheet Subset: Sheet Number of Table 1: Rinrau Gradation Riprap Designation % Smaller Than Given Size By Weight Intermediate Rock Dimension (inches) d50* (inches) 70 - 100 12 T e VL yp 50 - 70 35 - 50 9 6 6** 2-10 2 70 - 100 15 Type L 50 - 70 12 9** 35 - 50 9 2-10 3 70 - 100 21 Type M 50 - 70 35 - 50 18 12 12 ** 2-10 4 70 - 100 30 T eH yp 50-70 35 - 50 24 18 18 2- 10 6 70 - 100 41 T e VH yp 50 - 70 35 - 50 33 24 24 2-10 9 *d50 = Mean Particle Size **Mix VL, L and M riprap with 35% topsoil (by volume) and bury it with 4 to 6 inches of topsoil, all vibration compacted, and revegetate. Soil Riprap Notes: 1.) Elevation tolerances for the soil riprap shall be 0.10 feet. Thickness of soil riprap shall be no less than thickness shown and not more than two inches (2") greater than the thickness shown. 2.) Where "soil riprap" is designated on the contract drawings, riprap voids are to be filled with native soil. The riprap shall be pre -mixed with the native soil. The soil used for mixing shall be native topsoil. The soil riprap shall be installed in a manner that results in a dense, interlocked layer of riprap with riprap voids filled completely with soil. Segregation of materials shall be avoided and in no case shall be combined material consist primarily of soil; the density and interlocking nature of riprap in the mixed material shall essentially be the same as if the riprap was placed without soil. Mix proportions and riprap gradations to be provided by the Design Engineer. 3.) Where specified typically as "buried soil riprap", a surface layer of topsoil shall be placed over the soil riprap according to the thickness specified on the contract drawings. The topsoil surface layer shall be compacted to approximately 85% of maximum density and within two percentage points of optimum moisture in accordance with ASTM D698. Topsoil shall be added to any areas that settle. 4.) All soil riprap that is buried with topsoil shall be reviewed and approved by the Design Engineer prior to any topsoil placement. OUTLET RECUIREMENTS - WCCV SHALL BE RELEASED OVER 40 HOURS OUTLET WORKS SHOULD BE SITED AND STRUCTURALLY DESIGNED TO RELEASE AT NO MORE THAN THE 1 -HOUR, 5 -YEAR HISTORIC RELEASE RATE IN URBANE ING AREAS AND THE 1 -HOUR, 10 -YEAR HISTORIC RELEASE RATE IN NON-URBANI ING AREAS OPENINGS IN THE SAFETY GRATE SHALL ALLOW ENOUGH FLOW TO PASS THE 5 -YEAR OR 10 -YEAR HISTORIC FLOW (DEPENDENT ON URBAN' ATION CLASSIFICATION), USING A 50 CLOGGING FACTOR STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL BE GALVANI ED AND CONSTRUCTED IN ACCORDANCE WITH CDOT SECTION 712.06. CONCRETE SHALL BE CDOT CLASS D, 4500 PSI IN 28 DAYS, PER CDOT SPECIFICATION SECTION 601 REINFORCEMENT BARS SHALL BE PER CDOT SPECIFICATIONS. SPACING AND SI E TO BE DETERMINED BY CONSULTING DESIGN ENGINEER. STEPS SHALL BE PROVIDED WHEN HEIGHT IS GREATER THAN 3-6" AND SHALL CONFORM TO AASHTO M 199. OUTLET STRUCTURE SAFETY GRATE A m CO OUTLET PIPE 12" MIN. PLAN VIEW W -CV ORIFICE PLATE J, (HOT -DIPPED .•'I GALVANI-ED STEEL) I L 1 •rI RESTRICTOR ORIFICE PLATE WATER UALITY PLATE A' W CV WSEL 100 -YEAR RESTRICTOR ORIFICE PLATE PLATE (3/8" MIN. HOT -DIPPED GALVANLED) IOUTLET PIPE 12" MIN J• I I I -f I ' SECTION A -A' SAFETY GRATE WICV WSEL WCCV ORIFICE PLATE HOT -DIPPED GALVANI=ED STEEL 100 -YEAR RESTRICTOR ORIFICE PLATE PLATE (3/8" MIN. HOT -DIPPED GALVANICED) OUTLET PIPE 12" MIN. SECTION B -B' 1 IMINIMUM FRONT VIEW ~5 W - CV WSEL W -CV ORIFICE PLATE EMERGENCY SPILLWAY MAXIMUM SLOPE OF 4:1 i OVERTOPPING SPILLWAY WATER SURFACE 100 YEAR WSEL SAFETY GRATE EMERGENCY SPILLWAY WALL 100 -YEAR RESTRICTOR PLATE \\.\\&.\\...\//\\ \ CONCRETE CUTOFF WALL EMERGENCY SPILLWAY RE -UIREMENTS 100 YEAR WSEL OR HIGHER 6" MAXIMUM - FLOW OVER SPILLWAY VARIES 6" MAX 8" MINIMUM THICKNESS OUTLET PIPE MINIMUM SI-E 12" CONCRETE CUTOFF WALL \ SIDE VIEW - 17v1INIMUM COMPACTED EARTH 95- STANDARD PROCTOR DENSITY Know what's below. Call before you dig. TWO 5 BARS BURIED OR GROUTED RIPRAP (DEPTH =2 x D,o) PLACED TO TOE OF SLOPE GEOTEXTILE FABRIC MIRAFI FW 300 OR APPROVED E -UAL LOW TAILWATER BASIN IF VELOCITY EXCEEDS 2 FPS \\n\�\\�\ HEADWALL AT END OF PIPE \, EACH DETENTION POND SHALL CONTAIN AN EMERGENCY SPILLWAY CAPABLE OF CONVEYING THE PEAK 100 -YEAR STORM AT A DEPTH OF SIX (6) INCHES OR LESS. BURIED OR GROUTED RIPRAP SHALL BE PLACED FORM THE EMERGENCY SPILLWAY DOWNHILL TO THE EMBANKMENT TOE OF SLOPE AND COVERED WITH SIX (6) INCHES OF TOPSOIL, IF BURIED. THE RIPRAP MUST BE SEED AT THE TIME OF FINAL ENGINEERING DESIGN. GROUTING OF THE RIPRAP MAY BE RE-UIRED. IN ORDER TO PREVENT DAMAGE TO PUBLICLY -OWNED INFRASTRUCTURE (ROADS, ROADSIDE DITCHES), A CONCRETE CUTOFF WALL EIGHT (8) INCHES THICK, THREE (3) FEET DEEP, AND EXTENDING A MINIMUM OF FIVE (5) FEET INTO THE EMBANKMENT ON EACH SIDE OF THE SPILLWAY OPENING IS RE_:UIRED ON ALL DETENTION PONDS. THE EMERGENCY SPILLWAY ELEVATION MUST BE TIED BACK INTO THE TOP OF THE EMBANKMENT USING A MAXIMUM SLOPE OF 4:1. - CONCRETE SHALL BE CDOT CLASS D, 4500 PSI IN 28 DAYS, PER CDOT SPECIFICATION SECTION 601. Computer File Information Creation Date: Last Modified Date. 11/12/2020 Full Path: Drawing File Name: AutoCAD Version: 2018 Scale: AS NOTED Units: English Index of Revisions Date Comments. Initials_ WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: OUTLET AND SPILLWAY DETAILS Project No /Code Revised: Designer: Void: Detailer: Sheet Subset Sheet Subset. Sheet Number of DATE DESCRIPTION I REV. NO. *1*1*1*1 O „, ff_) g wW W o� 'W ZOw (2Z Z4 RoOZ IIIIIIII� Z WELD COUNTY, COLORADO 10HK11 _ PL TAJ DATE 1/28/2025 SHEET NUMBER DT4 135 141 24" DIA. MANHOLE 2-501 IN TOP SLAB (TYP.) 3-1103 x 5'-0" 0 3" PIPE GENERAL NOTES ♦ FINAL RING AND COVER 1. SINCE ALL PIPE ENTRIES INTO THE BASE ARE VARIABLE, THE GRADE I -_- DIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMENSIONS AND 503 0 12"—� s I I 5-402 0 12" /y/;% — ;%/;%/;. Ira O 4-1101 QUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE AS z OfI \ 1 I I REQUIRED IN THE WORK. CONCRETE ECCENTRIC CONE J ! O,o yl I 9-401 2. THE PRECAST FLAT TOP MAY BE USED ON ANY MANHOLE. THE OR GROUT 9 2 0 I 9 F yfy I I SPACE EVENL "H" (1' 2" z 40 (TYP.) ECCENTRIC CONE MAY BE USED WHEN THE MANHOLE HEIGHT (TYP.)MIN.)r s� C I IS AT LEAST 8 FT. FLEXIBLE o 4-1102 x 2'-8" LONG 46 1 3-502 • 3. THE MANHOLE RING FRAME SHALL BE SET IN A BED OF GROUT. ~ 48" MIN. JOINT SEAL a q I 16" MAX. 2 Z o (PLACE DIAGONALLY J 16" t W + 1.0.12 THE FRAME SHALL BE SURROUNDED WITH A CEMENT GROUT IN `1 SHALL CONFORM ! o o AROUND OPENING)UNPAVED AREA, OR A CONCRETE COLLAR IN PAVED AREA SEE (UNIFORM SPACING BETWEEN STEPS) "'i TO AASHTD M 198 z w •• (TYP.) } o N 4 1' 0" `` = TOP SLAB PLAN DR TO WITHIN 3" OF CYLINDRICAL OPENING �- 5'-4" DETAILS ON SHEETS 2 AND 3. y�. „,_5,, coo 0 SLAB a wo - PL 4. DESIGN OF BOX BASE IS BASED ON STRAIGHT RUNS OF PIPE OR CHANGE IN DIRECTION OF LESS THAN 45°. SPECIAL DESIGN H 1 1 5-402 0 12" IS REQUIRED FOR 45° OR GREATER. I 2-501 IN TOP SLAB (TYP.) ' ` 5. PRECAST MANHOLES AND REINFORCEMENT SHALL CONFORM TO PIPE _ _ _ _ - , 3 - 502 x 5'-O" 4' AASHTO M 199 (ASTM C 478). W -�sa 503 0 12" � I 504 0 12" (TYP.) MANHOLES (TYP) . i CLASS B CONCRETE 0 503 0 i� (PLACE 6. CAST -IN -PLACE SHALL BE CLASS B CONCRETE. TO WITHIN 0 ~ 12"� �� 1/2" 7. STEPS SHALL BE REQUIRED WHEN THE MANHOLE DEPTH EXCEEDS • , LD. . O H SLOPS ID/4 � �' 3-1103 x 5'-0" 0 3" OPENING) 3" OF CYLINDRICAL 3 FT. -6 IN. AND SHALL CONFORM TO AASHTO M 199. PLAN B. ALL REINFORCING STEEL SHALL BE GRADE 60 AND EPDXY COATED. • 1'-6" -}- N 9-401 SPACE EVENLY 4-1101 x 21" + 2W + I.D. VERTICAL STEEL SHALL BE PLACED AT CENTERLINE OF WALL. ALL 4:1 SLOPE •' -,.---► • (TYP.) co w SPACE 0 3" (OVER CYLINDRICAL OPENING) BARS SHALL HAVE A 2 IN. MINIMUM CLEARANCE. 9. ALL PIPE ENTRIES INTO THE BASE OF MANHOLE SHALL BE '' •:/ CONNECTED BY OPEN CHANNELIZATION ADJUSTED FOR PIPE SIZE, W+12" 1 CLASS B 1 CONCRETE 3" 4:1 SLOPE `� 501 & 502 SHAPE, SLOPE, AND DIRECTION OF FLOW. DETAILS SHOWN ARE . ' TYPICAL FOR INSTALLATIONS WITH ALL INVERTS OF SAME RELATIVE ELEVATION. FOR EXCESSIVE ELEVATION DIFFERENCE BETWEEN 28" ) 2W I.D. 6" MIN. DEPTH GRANULAR 503 SDl 0 5" CC. 503 INVERTS, SPECIAL BASE/CHANNEL DETAILS WILL BE SHOWN ON (VARIES 7'-2" TO 11I-10") BEDDING MATERIAL 9' THE PLANS. 10. FLOW CHANNELS AND INVERTS SHALL BE FORMED BY SHAPING SECTION A SECTION A 9-401 MAHHOLE H O L E BOX BASE WITH CLASS B CONCRETE OR APPROVED GROUT. 9-401 11. STUB -OUTS SHALL EXTEND 2 FT. MINIMUM BEYOND OUTSIDE WALL SURFACE OF MANHOLE AND BE SATISFACTORILY PLUGGED. MARK SIZE TYPE BARS ID FORMULAS 502 0 5" CC. #/AFT 54" 60" 66" 72" 1 84" g6" 5'-4" 12. THE SLOPE OF THE MANHOLE COVER SHALL MATCH THE ROADWAY PROFILE AND CROSS SLOPE. "NO. REQ'D. 18 18 18 18 18 18 401 401 4 I 0.668 LENGTH V-1" 8'-8" 9'-3" 9'-10" 11'-0" 12'-2" BAR LENGTH = 32" + 2W + I.D. WHEN FINAL GRADE IS PAVEMENT SURFACE, RECESS MANHOLE WEIGHT * 97.2 104.2 111.2 118.2 132.3 146.3 • RING AND COVER 1/4" MIN. TO I/2" MAX. 402 4 0.668 (NO. REQ'D. 5 5 5 5 7'-2" 5 5 402 III LENGTH 5'-5" 6'-0" 6'-7" 8'-4" 9'-6" BAR LENGTH = I.D.+ 2W WEIGHT* 18.1 20.0 22.0 23.9 27.8 31.7 NO. REQ'D. 17 17 17 17 17 17 501 SECTION A -A REFERENCE: 501 5 I 1.043 LENGTH WEIGHT * 7'-5" 131.5 8'-0" 141.8 8'-7" 152.2 9'-2" 162.5 10'-4" 183.2 1P-6" 203.9 BAR LENGTH = 24" + I.D. + 2W COLORADO DEPARTMENT OF TRANSPORTATION STANDARD (STEEL IN BOTTOM OF BASE) M-604-20 (SHEET 1 OF 3) REFER TO THE LATEST M & S STANDARDS. 502 5 I 1.043 O. REQ'D. LENGTH 22 5' 0" 23 5' 0" 25 5'-0" 26 5'-0" 29 5'-O" 32 5'-O" 502 24+I.D.+2W NUMBER BARS REQ'D. = 3 + +1 ) WEIGHT 114.7 119.9 130.4 135.6 151.2 166.9 0 5" CURVED CLASS B CONCRETE DEFLECTOR I 503 5 II 1.043 (NO. REQ'D. iILENGTH 16 12'-10 16 13'-5" 18 14'-0 18 14'-7' 20 15'-9" 24 16'-11" 503 (13+I.D.+2W NUMBER BARS REQ'D. = 2 1 12" +1) TO BE USED FOR D2 REQUIRED +o WEIGHT � 214.2 223.9 262. 273.8 328.5 423.5 BAR LENGTH = 4'-9"+2(16+W+I.D./2) i�� CHANNELIZATION Z �, '' ((NNO. REQ'D. 12 14 14 16 18 20 504 i1 ' 504 5 1.043 8'-1" 8'-8" 9'-3" 9'-10" 11'-0" 12'-2" NUMBER BARS REQ'D. = 2 ( 4 +1) •2W+I.D. • •, ` • - Y I {LENGTH * 0 12" • ll WEIGHT 101.2 126.6 135.1 164.1 206.5 253.8 BAR LENGTH = 32"+2W+I.D. - - • •, '' D1 O. REQ'D. 4 4 4 4 4 4 - - tip' - i 1101 11 I 5.313 {LENGTH 7'-2" 7'-9" 8'-4" 8'-11" 10'-1" 11'-3" 1101 BAR LENGTH = 21" + I.D. + 2W / D[ �� 1!� - ' _ O\ LWEIGHT , 152.3 164.7 177.1 189.5 214.3 239.1 (NO.REQ'D. 4 4 4 4 4 4 BENDING •/ D2 MIN. \f�j 1102 11 I 5.313 {LENGTH 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 56.7 TYPE I D1 MIN. "•� l WEIGHT 56.7 56.7 56.7 55.7 56.7 2'-8 STRAIGHT 1103 11 I 5.313 O. REQ'D. LENGTH 3 5 -0' 3 5 -0 3 5 -0' 3 5'-0 3 5 -0 3 5 -0" TYPE II 1� - 4'-9" WEIGHT *' 79.7 79.7 79.7 79.7 79.7 79.7 116'4W-FI.D./2 * REINFORCING STEEL TOTAL 965.6 1,037.5 1,127.2 1,204.0 1,380.2 1,601.6 12 THROUGH PIPE SHARP ANGLE CONCRETE CUBIC YARDS TOTAL 6.0 6.6 7.3 8.0 9.5 11.1 TYPE III ►I 112: ANGLED LATERALS , ONE LATERAL 811 NOTE: QUANTITIES ARE BASED ON SAME SIZE PIPE ENTRANCE TO AND EXIT FROM, BASE AND A 4 FT. MANHOLE ENTRANCE INTO TOP SLAB OF BASE. I.-I.D.+2W-38"-.I % TYPICAL CHANNELIZATION DETAILS Know what's below. QUANTITIES FOR CONCRETE MANHOLE BOX BASE can before you dig. Computer File Information Index of Revisions WELD COUNTY As Constructed MANHOLES Project No./Code Creation Date: 07/31/2019 Date: Comments: Initials: No Revisions: PUBLIC WORKS DEPARTMENT 1111 H. STREET 1.11 rF — ! P.O. BOX 758 c T j GREELEY, CO. 80632-0758 .7 PHONE: (970) 356-4000 FAX: (970) 304-6497 Last Modified Date: 07/31/2019 Full Path: Revised:Designer. CDOT Drawing File Name: Detailer CDOT Void: Sheet Number of AutoCAD Version: 2018 Scale: AS NOTED Units: English 9 Sheet Subset: Sheet Subset: 1 of 3 WHEN ADJUSTMENT HEIGHT IS 3 IN. OR LESS, METAL ADJUSTMENT RINGS COMPATIBLE WITH THE EXISTING MANHOLE RING F AND COVER MAY BE USED IF APPROVED BY THE ENGINEER. HMA PAVEMENT HMA PAVEMENT CONCRETE COLLAR OR FULL DEPTH HMA PATCHING SHALL BE IN ACCORDANCE WITH SECTIONS 403 OR 412 BRICK COURSES 2 MIN., 4 MAX. OR PRECAST CONCRETE GRADE RINGS OR ADJUSTABLE METAL RINGS 12" SLOPE 1/4" MIN.- /2" MAX. F I/4" RECESS °.; - I • I e e. • y 'I 24" pS e , ' F . I \ • 2 SECTION F -F ADJUST MANHOLE 20 IN. OR LESS 12" SLOPE 1/4" MIN.- 1/2" MAX. CONCRETE COLLAR OR FULL DEPTH HMA PATCHING BRICK COURSES, 2 MIN., 4 MAX. OR PRECAST CONCRETE GRADE RINGS PRECAST RISER SECTION SECTION F -F e r 1/4" RECESS \ \ \ N. \ p\ : \5 ae GREATER THAN 20 IN. 6 REFERENCE: COLORADO DEPARTMENT OF TRANSPORTATION STANDARD M-604-20 (SHEET 3 OF 3) REFER TO THE LATEST M & S STANDARDS. • MORTAR THICKNESS MAY BE NONSYMMETRICAL TO MATCH CROSS SLOPE OF ROADWAY. RESET ECCENTRIC CONE. WORK WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK MODIFY MANHOLE GREATER THAN 20 IN. T -BASE MANHOLES NOTES 1. THE T -BASE SECTION SHALL BE SHOP -FABRICATED FOR DELIVERY TO THE CONSTRUCTION SITE AS A COMPLETE UNIT. 2. THESE DETAILS SHOW ONLY THE CONCEPTUAL AND STANDARD DIMENSIONAL REQUIREMENTS FOR TYPE T -BASE MANHOLES. THE CONTRACTOR SHALL FURNISH DETAILED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. THE DETAILS SHOWN HEREIN APPLY ONLY TO 48 IN. AND GREATER DIAMETER PIPES. 3. EXCEPT FOR CLASS OF PIPE, SPECIFICATIONS FOR THE MANHOLE SHALL BE THE SAME AS THOSE REQUIRED FOR THE ADJOINING PIPE. 4. THE T -BASE SECTION SHALL MAINTAIN ITS INTERNAL SHAPE AND FLOW AREA. GROUTING OR FILLING SHALL BE APPLIED SO AS TO NOT DISTURB THE NORMAL FLOW OR REDUCE THE AREA. A WHEN FINAL GRADE IS PAVEMENT SURFACE, RECESS MANHOLE RING AND COVER 1/411 MIN. TO %p" MAX. L CIRCULAR RIGID PIPE (LONGITUDINAL SECTION) MANHOLE RING AND COVER GRADE RINGS OR BRICK COURSES 12" MIN. - 16" MAX. FLEXIBLE JOINT SEAL CONFORMING TO AASHTO M 198 (TYP.) MANHOLE T -BASE T -BASE SECTION 4811 MIN. FINAL GRADE A •~\ 4' DIA. PRECAST 4 1 FLAT TOP WITH 24" ECCENTRIC OPENING STANDARD. 4' DIA. } MANHOLE RISER SECTIONS JOINT DETAIL TO BE APPROVED PRIOR TO FABRICATION CIRCULAR RIGID PIPE (TRANSVERSE SECTION) Know what's below. Call before you dig. Computer File Information Creation Date: 07/31/2019 Last Modified Date: 07/31/2019 Full Path: Drawing File Name: AutoCAD Version: 2018 Scale. AS NOTED Units: English Index of Revisions Date: Comments: Initials: WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O- BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: MANHOLES Project No./Code Revised: Designer: CDOT Void: Detailer: COOT Sheet Subset Sheet Subset: 3 of 3 Sheet Number of TOE POCKETS AT 16" 0.C. IF TOP FLEXIBLE OF BENCH ≥ 18" ABOVE INVERT ji 48" NIH. ---� 1 9" MIN. CLASS B CONCRETE. ■■ 1 JOINT SEAL ■■■■■ �� SHALL CONFORM MANHOLE RISER ■■■■■■■\■ TO AASHTO M 198 ■■■■■■■ 1■■■■��I 9 3" 3" MIN. a° REINFORCING CONFORMING TO ASTM C 47: I■■■■■■■ 1■■■■■1► (TYP.) IN. MIN. H m ;I I.D./4CLASS !UUUUUUU 1■■■■■11\_\ A A B \�\ I /Z' sLOPE 111■■■■■■■■ 1� \11■I\ / \ CONCRETE BASE �. a � e . e z k , „ /Z SLOPE',Z....,11■11 ■■■■■■■■■■n A I,U ° ,,, 6 QP 0000000-1 ' • #4 U 0 12" > _ .: / . ; SEE TYP. TIE BAR ■■■■■■■■■■ \ �% �I■■ 0000000 #4 0 12" ° ° ALL BASES 6i ° . ' ° , 111■■■■■■■■ It III■■ ❑ 0 0 0 0 0� 1 gyp) :e.L.4:1 �� .'°.' MIN �� #4012",EACH WAY \\■■■■_■■■■ ■�...�■■■■ •oo.3c „„..= 3 u ■ emirs" jl ■■■■■■■■■ 1■■■■■11■ ° . . 8" �i7s ,: e4 3"CLEAR SLOT r�lvli<iw�i v<i<r<iliC, MIN. ■■■■■■■■ 1■■■■■ii ■■■■■■■ 1■■■■II MANHOLE RISER 0.D.+ 6 INCHES 6" MIN. f ",may /x /'/, /x'/.\/.\/is/x /, C\■■� 1��■ . MANHOLE RING AND COVER 26" 6" (RIM ELEVATION) P1 SECTION B -B MIN. SECTION D -D A FINAL GRADE \ a" IN UNPAVED AREA USE CEMENT GROUT 24"--•- GRADE RINGS OR BRICK COURSES • ' .° • • 8n 34 „ C BASE MAY BE POURED SQUARE AT CONTRACTOR'S PRECAST MANHOLE Eo 6„ TOTAL WEIGHT: APPROXIMATELY 400 LBS. SHALL BE GRAY OR DUCTILE CAST • OPTION. E SECTIONS r:• IRON IN ACCORDANCE WITH SUBSECTION 712.06. 0^� - ` ' �� ♦ WHEN FINAL GRADE IS PAVEMENT SURFACE, RECESS MANHOLE RING AND COVER .. SECTION A -A 1/4" MIN. TO Y2" MAX. B f : B ��` FLAT TOP SECTION DETAIL MANHOLE RING AND COVER BENCH I .° °.' ! D STE' BENCH : 1 D MANHOLE RING AND COVER ♦ FINAL GRADE SEE SHEET 3 FOR CONCRETE Q 8�1 STE ' , ' + COLLAR DETAILS ° •� #4 e�..1 GRADE RINGS OR �≥E BRICK COURSES Knowwllb'sbelow. CaII e �:__ 24' � `•• before you dig. Litt.] PRECAST FLAT TOP ,'.•,' • 8" ° _J lB" s" ' LEGEND e TYPICAL �~ ! 4I DIA MANHOLE RISER SECTIONS eo VARIES TIE BAR r 12" MIN. H \ �\�\� SUITABLE SUBGRADE C \\� PRECAST FLAT TOP L� C )' GRANULAR BEDDING MATERIAL E PLAN FLEXIBLE JOINT r '• 8" PLAN SEAL CONFORMING / CONCRETE MANHOLE I.D. TO AASHTO M 198 (TYP.) .. r , i 5' TO 8' DIA. • 16" . REFERENCE: - MAX' COLORADO DEPARTMENT OF TRANSPORTATION STANDARD FLOW _ a M-604-20 (SHEET 2 OF 3) REFER TO THE LATEST M & S STANDARDS. FLOW '. 6i_6" FLOW + FLOW MANHOLE MIN. PRECAST MANHOLE BASES NOTES: �.. °•. °' STEPS -'• •- •; 1. THE BASE SLAB SHALL BE POURED MONOLITHICALLY WITH BOTTOM RISER SECTION. INVERT ELEVATION INVERT ELEVATION •�\'�\��\��\^�\ �\^�\��\�� SHOWN IN PROFILE INVERT ELEVATION _ •. r . 2. PRECAST MANHOLE BASES SHALL FIT THE CONDITIONS AND LOCATIONS FOR WHICH SHOWN IN PROFILE SHOWN IN PROFILE INVERT ELEVATION SHOWN IN PROFILE THEY ARE INTENDED WITHOUT ANY FIELD MODIFICATIONS. ANY MANHOLE BASE SECTION C -C �� FLOW CHANNEL r r WHICH REQUIRES FIELD CUTTING OR MODIFICATION IN ORDER TO FIT THE LOCATIONS 1 INTENDED WILL BE REJECTED BY THE ENGINEER AND REMOVED AND REPLACED BY CAST -IN -PLACE SLAB BASE SECTION E -E THE CONTRACTOR AT NO COST TO THE DEPARTMENT. PRECAST SLAB BASE OS VEHALL BE BEDDED ON AN APPROVED GRANULAR BEDDING 3. OWN ABOVE. MATERIAL AS SHOWN MANHOLE RISER DETAIL Computer File Information Index of Revisions WELD COUNTY As Constructed MANHOLES Project No./Code Creation Date: 07/31/2019 Date: Comments: Initials: No Revisions: PUBLIC WORKS DEPARTMENT 1111 P.O. BOX58 GREELEY, Co. 80632-0758 - PHONE: (970) 356-4000 FAX: (970) 304-6497 Last Modified Date: 07/31/2019 Full Path: Revised: Designer: Desi 9 COOT Drawing File Name: Detailer: COOT Void: Sheet Number of AutoCAD Version: 2018 Scale: AS NOTED Units: English 9 Sheet Subset: Sheet Subset: 2 of 3 NEW ASPHALT-\ N 24" MIN. SAW CUT AND REMOVE ASPHALT 2" DEPTH EXISTING ASPHALT 1/ - \\\\\\\\\\\\� SAW CUT OR OTHER METHOD AS APPROVED SAW CUT ASPHALT OR "T -JOINT" DETAIL NOTES: 1. PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATION. APPLY TACK (CSS-1h) TO THE MILLED OR SAW -CUT EDGE PRIOR TO PAVING OPERATIONS. 2. RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. CSS-1h SHALL BE APPLIED AT 0.10 GAL/SY. A DIFFERENT APPLICATION RATE SHALL BE APPROVED BY WELD COUNTY. Know whars below. Call before you dig. Computer File Information Creation Date: Last Modified Date: 11/12/2020 Full Path: Drawing File Name: AutoCAD Version: 2018 Scale: AS NOTED Units. English Index of Revisions Dale: Comments: Initials: WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 As Constructed No Revisions: SAW CUT ASPHALT OR "T -JOINT" DETAIL Project No /Code Revised: Designer: Void: Detailer: Sheet Subset: Sheet Subset Sheet Number of W I- 0 DESCRIPTION I REV. NO. a a a a a a a 1 co I- W z O � NV o� lm oz ZO O zIZ Q (D �n � _ z Z zWJQ oO_U_0 WELD COUNTY, COLORADO PROJ NO: PL ENG : TAJ CHKD: DATE 1/28/2025 SHEET NUMBER DT5 136 141 IC D B i CG A N 4 J14T � AA H Z � G G �- `E J K F E ILF M ■ ■ A B 0-U / D A D 3 0 I1, . . w N . H J DI E W14-2 NO OUTLET L � S777D • C Z q W8 PAVEMENT K 3 ENDS E A ► A R2-1 SPEED LIMIT(ENGLISH) *0ptically space numerals about centerline R1-1 STOP *Reduce spacing 40% A B C D E F A B C D E F G H J K L A B C D E F G H J K L 18 .375 6 6 C 3 7.75 24 .375 .625 5 D 3 .75 4.125 4.5 11.625 12.063 1.5 18 24 .375 .625 3 3 E 2 8 E 7.188 5.5 1.5 24 .625 8 8 C 4 10 C 30 .5 .75 6 D 4 .938 5 5.375 13.938 14.5 1.875 A B C D E F G H J K C 24 30 .375 .625 4 4 E 2 10 E 9.563 7.313 1.5 C 30 .75 10 10 C 5 12.5 36 .625 .875 7 D 5 1.125 5.875 6.25 16.25 16.938 2.25 24 .375 .625 4 C 2.5 .5 11.188 5.313 5.438 1.5 36 48 .625 .875 6 6 E 5 14 E 14.375 11 2.25 36 .875 12 12 C 6 15 COLORS: LEGEND - BLACK BACKGROUND- YELLOW (RETROREFLECTIVE) C 30 .5 .75 5 C 3 .75 13.938 6.625 6.875 1.875 48 60 .75 1.25 8 8 E 6 16 E 19.125 14.625 3 48 1.25 16 16 C 8 20 36 .625 .875 6 C 3.5 1 16.75 7.875 8.25 2.25 COLORS: LEGEND - BLACK BACKGROUND- WHITE (RETR0REFLECTIVE) COLORS: LEGEND - WHITE (RETR0REFLECTIVE) BACKGROUND - RED (RETR0REFLECTIVE) WARNING SIGN COLORS: TTC SIGN COLORS: LEGEND - BLACK LEGEND - BLACK BACKGROUND- YELLOW (RETROREFLECTIVE) BACKGROUND- ORANGE (RETROREFLECTIVE) 2' MIN. LATERAL CLEARANCE BEHIND CURB AND/OR SIDEWALK 4 - WAY 7' MIN. 1 STREET 4 TO 5" II =111=111=111=1 I= _III -III -III II II 2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE) _<1 r 1=III= 3' STUB STREET NAME SIGN PER DETAILS SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 10' 3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED) NOTES: 1. SIGN SHOULD BE SETATAN ANGLE OF 90° AND BE VISIBLE TO APPROACHING TRAFFIC. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS. City of G reeley Colorado Great. From the Ground Up. TYPICAL STOP SIGN INSTALLATION DETAIL NO. S-46 DATE: JULY, 2015 SCALE: N.T.S. W1-1 2' MIN. LATERAL CLEARANCE BEHIND CURB AND/OR SIDEWALK W13-1 6' MIN. 4 II 2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE) O 4 TO 5" CD O 0 0 0 O O O SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS / TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 12' III III II� I- III lilt 3' STUB NOTES: 1. SIGN SHOULD BE SETATAN ANGLE OF 90° AND VISIBLE TO APPROACHING TRAFFIC. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS. 3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED) City of GreeleyColorado Great. From the Ground Up. TYPICAL DIAMOND SIGN INSTALLATION DETAIL NO. S-43 DATE: JULY, 2015 SCALE: N.T.S. 6" 4" FRONT VIEW 20th St Rd 2300 2„ 6„ 30" MINIMUM WHITE ON GREEN 1" 1/4" 3/4" NOTES: REAR VIEW 2300 2 0 th St Rd J 1. HIGHWAY FONT SERIES D OR APPROVED EQUIVALENT SHALL BE USED FOR NUMERALS. 2. HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. IN SOME CASES THE LETTER SERIES MAY VARY DEPENDING ON NUMBER OF LETTERS OR NUMBERS IN THE STREET NAME. 3. STROKE WIDTH OF LETTERS SHOWN ON THIS DRAWING IS FOR ILLUSTRATIVE PURPOSE ONLY AND IS NOT INTENDED TO REPRESENT CORRECT STROKE WIDTH FOR SPECIFIED LETTER SERIES OR LETTER TO LETTER SPACING. /',/Cf\ �reeley a STREET NAME SIGN D3 DETAIL NO. S-37 DATE: JULY, 2015 SCALE: N.T.S. El (olo !•`)1 Cto H w <1- 0 DESCRIPTION REV. NO. aaaaaaaa en I- W z O o�N~ 0c .0 0zzzlz O� H < I- RUIN ,,=,.z zLLIJO oO_LLO WELD COUNTY, COLORADO SHEET NUMBER DT6 137 141 FOR INFORMATION ONLY - SEE RECORDED PLAT PROPERTY OWNER'S CERTIFICATE! KNOWN All MEN BY MT STS PRESENTS THAT THE UNDERSIGNED BEING THE OWNERS Of THE FOLLOWING DESCRIBED PARCELS AS TDIIOWS A PORTION DI ILA! PARCH DI SCRIBED IN SHERIFF'S DEED TO REI LIMITED HAIR ITV COMPANY AND INVESTORS LIMITED LIABILITY COMPANY 'RIOT OR RI CORD IN THE OFFICE OF THE WELD COUNTY CI IRK AND RECORDER AT RECEPTION NO 2393929 SAID PARC, I / SCAR I) IN SI C IONS 4, 8, 9AND 17, TOWNSHIP 3 NORIII. RANGE 65 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO DESCRIBED AS FOLLOWS PARCEL ONE BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 9AND THE NORTHEAST CORNER OF SAID SECTION 17, BEING A FOUND 212 INCH ALUMINUM CAP P15 23501 THENCE SOUTH 00.30123- EAST, ALONG THE EAST LINE OF SAID SECTION I7, AD15TANCE OF 264120 FEET, MORE OR LESS, TO A FOOND 2 WINCH ALUMINUM CAP PLS 20677 FOR THE EAST ONE -QUARTER CORNER OF SAID SECTION I7 THENCE SOUTH 00°29'55'EAST, ALONG THE EAST LINE OF SAID SECTION 17, A DISTANCE OF 264136 FEET TO A FOUND2 WINCH AL UMINUM CAP PLO 32829 2930 FOR THE SOUTHEAST CORNER OF SAID SECTION 17, THENCE SOUTH 891252" WEST, ALONG THE SOUTH LINE OF SAID SECTION 17, ADISTANCE OF 266399 FEET, MORE OR LESS, TO A FOUND J 1/4 INCH ALUMINUM CAP RES336422006 FOR THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 17, THENCE SOUTH 8913.21. WEST, ALONG THE SOUTH LINE OF SAID SECTION 17, ADISTANCE OF 266390 FEET TO A FOUND 3 914 INCH AL UMINUM CAP PEN 38285 2015 FOR THE SOUTHWEST CORNER OF SAID SECTION 17, THENCE NORTH 002945' WEST, ALONG THE WEST LINE OF SAID SECTION 17, ADISTANCE OF 5259 75 FEET TO A FOUND 3 IM INCH ALUMINUM CAP PLS 38285 2015 FOR THE NORTHWEST CORNER OF SAID SECTION 17, THENCE NORTH 00.0942' WEST, ALONG THE WEST LINE OF SAID SECTION 8, ADISTANCE OF 199533 FEET, MORE OR LESS, TO A POINT ON A SOUTH LINE OF THE CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER ACCORDING TO THE MAP OR PLAT THEREOF FILED FOR RECORD IN THE OFFICE OF THE WELD COUNTY CLERK AND RECORDER AT RECEPTION NO 2200074, THENCE ALONG THE SOUTH AND WEST LINES OF SAID CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER THE FOLLOWING TWENTY-TWO (22) COURSES AND DISTANCES, 1. SOUTH 73'0957 EAST A DISTANCE OF 888.63 FEET TO A FOUND 604 REBAR, 2 SOUTH IB'4827' WEST A DISTANCE OF 15339 FEET TO A FOUND#4 REBAR WITH YELLOW CAP MARKED P1517399; 3 SOUTH46.4924'EAST A DISTANCE OF 74902 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLO 11399 4. NORTH 55.45.3r EAST DISTANCE OF 9760 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 11399, 5 SOUTH 46.56'18' EAST A DISTANCE OF 132618 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 11399; 6 NORTH 63.31.3r EAST DISTANCE OF 694.42 FEET TO A FOUND 604 REBAR WITH YELLOW CAP MARKED PLS 32829, 7 NORTH 32.50.14. EAST DISTANCE OF 25668 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARNEOPLS 32829, 8 ALONG NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 99366 FEET AN ARC LENGTH OF 380.67 FEET,A CENTRAL ANGLE OF 21.56'59', ANDA CHORD BEARING AND DISTANCE OF SOUTH 69.555.'7EAST 37834 FEET TOR SET 05 REAR WITH BLUE PLAS RC CAP MARKED YES 38814, 9 SOUTH 80.5415• EAST A DISTANCE OF 16966 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED P1.S32829, 10 ALONG NONTANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 122187 FEET, AN ARC LENGTH OF 55887 FEET, A CENTRAL ANGLE OF 26.12'38", ANDA CHORD BEARING AND DISTANCE OF SOUTH 6737f0"EAST 554.01 FEET TO A SET 05 REBAR WITH &SE PLASTIC CAP MARKED PLS 38874, II. &HMI 54.31'2T UST A OISTANCI Of Al 59I/1 ! To A FOUND OA REBAR WITH YELLOW CAP MARKED PLS 32829, 12 NORTH 35°23'55' PASTA DIS IANC& OI ISO 281111 !OA FOUND 44 REBAR WITH YELLOW CAP MARKED PLS 32829, 13 NORTH 85'32'49" EAST A DISTANCE OF 50769 FEET TOA FOUND 44 REBAR WITH YELLOW CAP MARKED PLS 32829 14 SOUTH8738A8" EAST A DISTANCE OF 39972 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 32829, I5 SOUTH 787115' EAST A DISTANCE OF 39144 FEET TO A FOUND #5 REBAR, 16 NORTH 13.53'54" WEST A DISTANCE OF 138760 FEET TO A FOUND OA REBAR WITH YELLOW CAP MARKED PIS 32879, II SOUTH 88.13'15" EAST A DISTANCE OF 170.50 FEET TO A FOUND I4 RERAR WITH YELLOW CAP MARKED PIS 32829, 18 SOUTH 37.1216 -EAST ADISTANCE OF 1250.11 FEET TO A FOUND d4 RERAR WITH YELLOW CAP MARKED PLO 32829; 19 SOUTH 670039"EAST A DISTANCE OF 44986 FEET TO A FOUND I4 REBAR WITH YELLOW CAP MARKED PLO 32820, 20 SOUTH 79'38'46° EAST A DISTANCE OF39995 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLO 32829; 21 SOUTH 7576'16°EAST A DISTANCE OF 450 Oa FEET TO A FOUND 44 REBAR WRIT YELLOW CAP MARKED PLO 32020, 22 THENCE NORTH 89.1454' EAST A DISTANCE OF 37340 FEET MORE OR LESS, TO ASET I5 REBAR WITH BLUE PLASTIC CAP MARKED PLS 38814 ON THE EAST LINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION S THENCE SOUTH 00.272S" WEST, ALONG SAID LINE, A DISTANCE OF 5360 FEET TO A FOUND 212 INCH ALUMINUM CAP PLS 211671 FOR THE SOUTH ONEOUARTER CORNER OF SAID SECTION 9; PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO THENCE ALONG ANEASTLLNE OF SAID CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER THE 77 THE AREAS SHOWN ON GREENBELT AND RECREATION ON THE POD PLAN PLOT MAY BE USED FOR UTILITY EASEMENTS FOLLOWING TWELVE 12 COURSES AND DISTANCES (1 1 NORTH 427317. WEST A DISTANCE OF 64647 FEET TO A FOUND #4 REBAR WITH YELLOW CAPPLS 11399, 2 NORTH 72.2431' HIS I A DISTANCE OF 5458 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PL01/399, 3. NORTH 1721'41' WEST A DISTANCE OF 20742 FEET TO A FOUND I4 REBAR WITH YELLOW CAP PLS 11398, 4 NORTH 00.17.42 EAST DISTANCE OF 348.63 FEET TO A FOUND A4REBAR WITH YELLOW CAPPLS 11399, 5. NORTH 170323' WESTA DISTANCE OF 38071 FEET TO A FOUND r4 REBAR WITH YELLOW CAP PLS 11399, 6 NORTH 08.34'43' WESTA DISTANCE OF 42516 FEE T TO A FOUND r4 REBAR WITH YELLOW CAP PLS 11399, 7 NORTH 47'32'76' WESTA DISTANCE OF 32739 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLO 11399, B NORTH 31'18'48' WESTA DISTANCE OF 30286 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399, 9 NORTH 273235' WESTA DISTANCE OF 29391 FEET TO A FOUND 44 RERAR WITH YELLOWCAPPLS 11399, 10 NORTH 205524' WESTA DISTANCE OF 650.01 FEET TO A FOUND I4 REBAR WITH YELLOW CAP PLS 11399; 11 NORTH 34'5597 WESTA DISTANCE OF 42397 FEET TO A FOUND BA REBAR WITH YELLOW CAP PLS 11399, 12 THENCE NORTH 573846' WESTA DISTANCE OF 35845 FEET TO THE POINT OF BEGINNING. CONTAINING 109225 ACRES (4,757,834 SQUARE FEET) OF LAND, MORE OR LESS HAS LAID OUT, PLATTED AND SUBDIVIDED THE ABOVE -DESCRIBED LAND, UNDER THE NAME AND STYLE OF' PELICAN TAKE RANCH FILING NO 2' AND DEDICATES ALL EASEMENTS DESCRIBED AND OR DEPICTED HEREON FOR THE BENEFIT OF WELD COUNTY AND THE FEE OWNERS OFANY LOT OR PARCEL CREATED BY THIS PLAT OWE FURTHER DEDICATE ALL ROADS AND RIGHTS OF WAY AS SHOWN HERON TO WELD COUNTY FOR THE USE OF THE TRAVELING PUBLIC REI PLC, LIMITED LIABILITY COMPANY, DBA INVESTORS LIMITED LABILITY COMPANY BY TITLE - WITNESS MY WIND AND SEAL OF OFFICE, THIS THE DAY OF AD, 262_ STATE OF _ COUNTY OF )SS THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY A0,202 MY COMMISSION EXPIRES WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC THIS THE DAY OF, NOTES 1 THE WELD COUNTY SHERIFFS OFF ICE HAS LIMITED TRAFFIC ENFORCEMENT POWERS ON ROADWAYS WITHIN SUBDIVISION THAT ARE NO MAINTAINED BY THE COUNTY 2 ALL LANDSCAPING WITHIN SIGHT DISTANCE TRIANGLES MUST BE LESS THAN 3511 I I IN HEIGHT AT MATURITY 3 A HOMEOWNERS' ASSOCIATION SHALL BE ESTABLISHED PRIOR TO THE SALE Of ANY I DI. MEMBERSHIP IN THE ASSOCIATION IS MANUA TORY FOR EACH PARCEL OWNER. THE ASSOCIATION OR !HI I XISTING METROPOLITAN DISTRICTS) WILL BE RESPONSIBLE IOR LIAHILI IY INSURANCE, TAXES AND MAIN IL NONCE OF OPEN SPACE, STREETS, PRIVATE UTILITIES, AND OTHER FACILITIES OPEN SPACE RESTRICTIONS ARE PERMANENT 4 BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL BE REQUIRED TO ADHERE TO THE FEE STRUCTURE OF THE COUNTY FACILITY FEE, COUNTYWIDE ROAD IMPACT FEE, AND ORA(NAGE IMPACT FEE PROGRAMS. 5 STOP SIGNS AND STREET NAME SIGNS WILL BE REQUIRED AT ALL INTERSECTIONS B ALL SINGLE-FAMILY RESIDENCES SHALL HAVE A LEGIBLE ADDRESS THAT'S CLEARLY VISIBLE FROM THE STREET FRONTING THE PROPERTY 7 INSTALLATION OF UTILITIES SHALL COMPLY WITH SECTION 24-910 OF THE WELD COUNTY CODE B THE WELD COUNTY DEPARTMENT OF PUBLIC WORKS SHALL RE NOTIFIED PRIOR TO PLACING UTILITIES IN THE ROAD RIGHTS -OF -WAY TO DETERMINE IF PERMITS WILL BE REQUIRED. 9 A SEPARATE BUILDING PERMIT SHALL BE OBTAINED PRIOR TO THE CONSTRUCTION OF ANY BUILDING. THENCE SOUTH 89.4190' WEST, ALONG THE SOUTH LINE OF THE SOUTHVESTONE-QUARTER OF SAID SECTION Q A DISTANCE OF 256065 FEET TO THE POINT OF BEGINNING ID A PLAN REVIEW'S REQUIRED FOR EACH BUILDING PLANS MAY REQUIRE THE WET STAMP OF A COLORADO REGISTERED ENGINEER OR ARCHITECT CONTAINING 753.584 ACRES (32,826,124 SQUARE FEET) DF LAND, MORE OR LESS HAS WD OUT PLATTED AND SUBDIVIDED THE ABOVE -DESCRIBED LAND, UNDER THE NAME AND STYLE OF PELICAN LAKE RANCH FILING NO TANG DEDICATES ALL EASEMENTS DESCRIBED AND OR DEPICTED HEREON FOR THE BENEFIT OF WELD COUNTY AND THE FEE OWNERS OF ANY LOT OR PARCEL CREATED BY THIS PLAT I/WE FURTHER DEDICATE ALL ROADS AND RIGHTS OF WAY AS SHOWN HERON TO WELD COUNTY FOR THE USE OF THE TRAVELING PUBLIC AND PARCEL TWO BEGINNING AT A POINT ON THE SOUTH RIGHT OF WAY LINE OF BEEBE DRAW FARMS PARKWAY SHOWN ON SAID CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER, FROM WHICHA FOUND 325 INCHALUMINUM CAP MARKED PLO 16425 1985 FOR THE NORTHWEST CORNER OF SAID SECTION 9BEARS NORTH 50'5123' WESTA DISTANCE OF 72290 FEET, THENCE ALONG THE SOUTH RIGHT OF WAY LINE OF SAID BEEBE DRAW FARMS PARKWAY THE FOLLOWING THREE (3) COURSES AND DISTANCES I. NORTH 3773.14. EAST DISTANCE OF 21158 FEET TO A SET 4'5 REBAR WITH BLUE PLASTIC CAP MARKED PLS 38814; 2 ALONG A CURW TO THE RIGHT, HAVING A RADIUS OF 104135 FEET AN ARC LENGTH OF 114970 FEET, A CENTRAL ANGLE OF 63.1525, AND A CHORD BEARING AND DISTANCE OF NORTH 69.0057" EAST, 1092.19 FEET TO A SET 45 REBAR WITH BLUE PLASTIC CAP MARKED PLO 38814, 3 SWEET 79.2120' EAST A DISTANCE OF 93912 FEET, MORE OR LESS. WA SET4'5REBAR WITH &DE PLASTIC CAP MARKED PLS 38814 FOR THE EAST LINE OF THE NORTHWESTONE-QUARTER OF SAID SECTION 9, THENCE SOUTH 00.2225 -WEST, ALONG SAID LINE, A DISTANCE OF 416750 FEET TO A SET E5 REBAR WIT BLUE PLASTIC CAP MARKED PLO 38814, THENCE NORTH 89.4620' WEST, DEPARTING SAD LINE, A DISTANCE OF 11631 FEET, MORE OR LESS, TO APOINT ON AN EASEL/NE OF SAID CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER, 11. BUILDING HEIGHT SHALL BE MEASURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE FOR THE PURPOSE OF DETERMINING THE MAXIMUM BUILDING SIZE AND HEIGHT FOR VARIOUS USES AND TYPES OF CONSTRUCTION, AND TO DETERMINE COMPLIANCE WITH THE BULK REQUIREMENTS FROM CHAPTER 23 OF THE WELD COUNTY CODE BUILDING HEIGHT SHALL BE MEASURED IN ACCORDANCE WITH CHAPTER 23OF THE WELD COUNTY CODE IN ORDER TO DETERMINE COMPLIANCE WITH OFFSET AND SETBACK REQUIREMENTS, BUILDINGS ARE MEASURED TO THE FARTHEST PROJECTION FROM THE BUILDING. PROPERTY LINES SHALL BE CLEARLY IDENTIFIED, ANDALL PROPERTY PINS SHALL BE STAKED PRIOR TO THE FIRST SITE INSPECTION 12 DRAINAGE EASEMENT ACROSS ALL TRACTS FOR THE BENEFIT OF THE SUBDIVIDER, ITS HEIRS, SUCCESSORS AND ASSIGNS TO CONTROL, CONTAIN AND DIRECT THE STORM WATER RUN-OFF THEREFROM AND TO ALLOW THE INSTALLATION OF DETENTION FACILITIES, CULVERTS, DITCHES, PIPELINES, AND OTHER DRAINAGE AND FLOOD CONTROL IMPROVEMENTS AND APPURTENANCES THERETO, R IS EXPRESSLY UNDERSTOOD AND AGREED TO BY THE SUBDIVIDER THAT THE INSTALLATION AND MAINTENANCE OF ANY AND ALL DRAINAGE IMPROVEMENTS !SAND REMAINS FOREVER THE RESPONSIBILITY OF THE SUBDIVIDER, ITS HEIRS SUCCESSORS, AND ASSIGNS 13 THE USES PERMUTED IN THE POD PLAN ARE R-1 (LOW DENSITY RESIDENTIAL), RECREATIONAL, AND OIL AND GAS PRODUCTION FACILITIES M. ALL DWELLING UNITS THE INDOOR AND 01)10000 ARENAS, CLUBHOUSE, AND ASSOCIATION HEADQUARTERS SHALL BE LOCATED A MINIMUM OF300-FEETFROM OIL AND GAS WELLS AND PRODUCTION FACILITIES 15 THE CENTRAL WELD COUNTY WATER DISTRICT SHALL PROVIDE THE WATER SUPPLY TO THE PLANNED UNIT DEVELOPMENT DISTRICT THE WATER SUPPLY SYSTEM SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF SECTION 810 OF THE WELD COUNTY SUBDIWSION REGULATIONS, PURSUANT TO PUBLIC WATER SUPPLY SYSTEMS AND LA SALLE FIRE PROTECTION DISTRICT FIRE SAFETY REQUIREMENTS 16 THE APPLICANT, AUTHORITY, METROPOLITAN DISTRICT, AND/OR HOMEOWNERS ASSOCIATION SHALL PROVIDE AND MAINTAINALL ROADS INTERNAL TO THE PLANNED UNIT DEVELOPMENT DISTRICT THE ROADS INTERNAL TO THE PLANNED UNIT DEVELOPMENT DISTRICT WILL NOT BE MAINTAINED BY WELD COUNTY, BUT MUST COMPLY WITH THE DESIGN STANDARDS 115 TED IN SECTIONS 8.1 AND 82 OF THE WELD COUNTY SUBDIVISION REGULATIONS 18. ANAPI'f )CAN! 1013 A II( SIDE NIIAI (LULL MCP! HMI!SIALI SUBMIT f VIDE NCI !O II II Of PAR/MI NI Of MANNING SERVICIS THAI III! RI QUIRT N HUII DING II1 OIIMA LION HAS HII N SUBMIT It 101111 AR(:! II II CIURA) CONTROL COMMIT ILL AND 1111 COMMI! III HAS LIAR A /0 ASONABLE OPPORTUNITY FOR RI VII W PRIOR ICJ Pt HMI) APPROVAL ,B THE SEPTIC SYSTEM FOR THE PROPOSED CLUBHOUSE FACILITY IS REQUIRED TORE DESIGNED BY A COLORADO PROFESSIONAL ENGINEER ACCORDING TO THE WELD COUNTY INDIVIDUAL SEWAGE DISPOSAL REGULATIONS 20 FUGITIVE DUST MUST BE CONFINED ON THIS SITE SURVEY NOTES: 7. DATE(S)OFFIELD SURVEY 05/180020 THROUGH 12/142021 AND 04/10/01724. 2 THE WORD "CERTIFY OR "CERTIFICATION" AS SHOWN AND USED HEREON IS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY, AND DOES NOT CONSTITUTE WARRANTY OR GUARANTY, EXPRESSED OR IMPLIED 3 NONCE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT W NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON 4 THIS SURVEY DOES NOT CONSTITUTE A TIRE SEARCH BYACKAM INC FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY, OR TITLE OF RECORD, ACKIAM INC. RELIED ON THE TIRE REPORT NUMBER 4A41550B24'TN AMENDMENT NO.1 PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, BEARING AN EFFECTIVE DATE OF MAY 80, 20412:00 AM. 5 LOCATIONS OF UTILITIES AND FOREIGNPIPELWES AS SHOWN HEREON WERE DETERMINED FROM VISIBLE SURFACE EVIDENCE AND LOCATE MARKINGS IF ANY THESE LOCATIONS, IF SHOWN, MAY NOT BE ACCURATE OR COMPLETE OTHER UTILITIES MAY EXIST AND ARE TONE FIELD LOCATED BY OTHERS PRIOR TO ANY GRADING OR EXCAVATION 6 DISTANCES SHOWN HEREON ARE IN US SURVEY FEET GROUND THE COMBINED FACTOR USED TO OBTAIN GRID DISTANCES IS 0999727134. 7 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 65 WEST, OF THE 6TH PM, SAID LINE BEING MONOMENTED ON THE EAST BY THE SOUTH ONE -QUARTER CORNER OF SAID SECTION I7, BEING A 325 INCH ALUMINUM CAP MARKED .PLS 3364220082AND ON THE WEST BY THE SOUTHWEST CORNER OF SAID SECTION 17BEING A 325 INCH ALUMINUM CAP MARKED PLS 38285X015' AND BEARS SOUTH 89.3321"WEST SURVEYORY CERTIFICATION: 1, CHRISTOPHERA DEFAULTS. A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS PLAT WAS MADE UNDER MY PERSONAL SUPERVISION, AND THAT THIS PUT IS AN ACCURATE REPRESENTATION THEREOF. I FURTHER CERTIFY THAT THE SURVEY AND THIS PUT COMPLIES WHALE APPLICABLE RULES, REGULATIONS AND LAWS OF THE STATE OF COLORADO, STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS AND WELD COUNTY CHRISTOPHER A. DEPAULIS COLORAIN) PROFESSIONAL LAND SURVEYOR NUMBER 38105 FOR AND ON B-HAI FOF ACKI AM INC 1335 27 III AVENUE BRIGHTON, CO 80601 (3031659-6267 N VICINITY MAP OGRE CLIENT NAME: REI, LLC /INVESTORS LLC OM 017172 AB NO 20002,219011 R GTE ABNAME BEEBE DAWREICNFPO T NAMES d I OT NUMBERS DRAWN JAN CKK 1010 N ROWS PARLFIS HIOS/PEPER 141, COUNTY COMMENTS REv M .YOU f20Wa RAT0N INTO NCR A dJ2 ME NO K REVISECI NAM Acklam, Inc. 133S 27,M1 Avenue SHEET 1 OF 13 LOT250 1219 ACRES 53,097 SO FT( mut' TRACT K 4.031 ACRES (175,59990. FT.) € N LOT 2491 444 ACRES (62,90450 FT) 80110 SNN09W 141490 Mo N•44H9w 0019E 71538 LOT 171 15 1452ACRES '0 (63,23250 FT) LOT 150 1 99 4 ACRES (86,86450 FT) LOT 166 1486 ACRES (64,73550. FT) LOT 164 1822 ACRES (79,366 S0 FT) LOT 188 1308 ACRES (56,967 S0. FT) LOT 248 1592 ACRES (6932850. FT) N37353Y'W LOT 167 1525 ACRES (86,421 SD FT) 41709 tF LOT 163 1 713 ACRES (74,639S0 FT) 80Wer 2SRDW.10CR860 RLG NV MOO LOT247 II&ACRES (77,339550 FT) 5651437W 573.47 503421W ISNO TRACTK 4031 ACRES (175.599 5"0. ET) LOT 246 1.829 ACRES (79,658 S0 FT) LOT 153 2071 ACRES (90,279 SO. FT) METALLIC SETHALK- / \, IIYP1 LOT 169 1674 ACRES (72,921 50 FT) LOT 168 2008 ACRES (87,44850 FT) PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO a LOT 152 1.553 ACRES (61.65800 FT) TRACTL 12365ACRES (538634 SO FT) ,/NE1/4 SECTION 17 T3NR65W6TH PM 50581PW 31046 LOT 162 1580 ACRES (68,845 SQ FT) aa0 N RASP MATCH LINE SEE SHEET 9 LOT 244 f. 904 ACRES (82,950 SQ FT) LOT 151 2136 ACRES (93,046 SO FT ) LOT 159 2347ACRES (102,24850 FT) LOT 158 1.327 ACRES (57,796 S0 FT) 274.00 LOT 157 1 246 ACRES (54,274 SO FT) MATCH LINE SEE SHEET 4 FALCON DRWE 274.80 NM58N'E maw N081PE max 0300 0811E 5x77 7519 —-SN'1429W— Wd7 LOT 147 2369 ACRES (103,205 S0 FT) LOT 149 1.661 ACRES (72,366S0. FT) LOT 154 1 312 ACRES (51 133 50 FT) LOT 155 1200 ACRES (52,285 SO FT) Nd7111058 5101 LOT 156 1212 ACRES (52,71050 FT) LOT 141 1872 ACRES (81,566 SOFT) leivrtro TRACT I 32690 ACRES (1,432,69250 FT) LOT 142 1.757 ACRES (76,256 SO. FT) LOT 146 2 631 ACRES 1114,62250 FT) LOT 148 1608 ACRES (69,947S0 FT) LOT 160 1955 ACRES (85,169 SO FT) 4 LOT 145 2191 ACRES 195,453 543 FT) Sssxs9W Y LOT 133 1 447 ACRES (63,031 SO. FT) LOT 132 1 613 ACRES (70,275 SO FT) moor W 397.N LOT 143 1793 ACRES 1/8,082 SQ FT) / LOT 134 3.101ACRES (135,338 S0 FT) TRACTJ 2606 ACRES (113,50650 FT) B N 88,824'E NITS BROW iO COORS AEC N0.164016 LOT 139 2401 ACRES (104,57200 FT) LOT245 I877ACRES (61,783 S0 FT) LOT 138 2044 ACRES (89048 SO FT) LOT 137 2018ACRES (87,851 SQ FT) LOT 144 1 489 ACRES (64,876S0 FT) LOT 135 4 217 ACRES (183,699 50 FT) TRACTI 32.951 ACRES (7,435,32750 FT LOT 136 2423 ACRES (106,006SO FT) S P LO' ACTS`, SE/HACK. WOG 234250 POINT OF BEGINNING PARCEL 1 86 2S- ALUM WP PL323501 --- CLIENT NAME: REI, LLC /INVESTORS LLC DATE 017172 la NO 2000251249011 REV REVISION DATE STREET NAMES SLOT NUMBERS DRAIYN JAHROW a 5 57 NEW OAOIGU R 2 CONFIGURATION INTO KTS REV J RE/TRACT NAME Acklam, inc. 1335 M Ague 5.9b5, CO60601 SHEET 3 OF 13 PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO KEY MAP AND SHEET INDEX 26,,ERY DRAINAGE EASEMENT 1200 2511TEITV DRAINAGE EASEMENT LOT 25' UTERI' EASEMENTOM4ALE 25'VIORYa DRAINAGE I EASEMENT STREET TM. LOT EASEMENT DETAIL scat; NM DATE 017172 JOB110 267025/ 249011 JOB NAME MSEBE ORAWREZOEE1,B DRAWN JAN CHK CLIENT NAME: REI, LLC / INVESTORS LLC REV I REISSIG1 GTE STREET NAMES LOT NUMBERS REVISE Row aPNMF15 REVISE PER WEIR MUSTY COMMENTS NEW ,1'010 CONFIGURATION INTO WCR 39 a 32 REVISE TRACT NAME JAN 1206.74 AFENO Acklam, Inc. 133 S 27th Avenue BrIghlon, CO 80601 WEFT 2 OF 13 MATCH LINE LOT 188 1 308 ACRES (56,967SO. FT) LOT 189 1802 ACRES (78,508 S0 FT) TRACTF / 32 406 ACRES (1.411,599 SQ FT) IS G31 N 3B23NSE SR177� LOT 196 222J ACRES 196846 SO FT) NZ9.YN'E aVS, LOT200 1434 ACRES (62,40050 FT 4 15 LOT 78 676 ACRES 70,483 SQ. FT) LOT 79 1428ACRES 182,1B8SO FT) 010 LOT 80 1.714 ACRES (75,979 SO FT ) L0T81 1.968 ACRES (85,745 S0 FT) 4 10 LOT 190 1.729 ACRES (75,312 S0 FT) 10 NSETBA - - WCCTS233X0C MT) N 104151.8 3N62 LOT 198 1935 ACRES (81,300M FT) _O&M Norms 4818 LOT 101 2 104 ACRES (91,641 S0. FT) G LOT 100 1810 ACRES (78,847S0 FT) LOT 99 2006ACRES (87,36200 ET) LOT 162 1580 ACRES (68,84550 FT.) NerNICE ZUN LOT 191 1.737 ACRES (75,649 S0 FT) MI.AS 502HYW 5150 LOT 197 2.344 ACRES (102,106SO. FT) WPM WFILSE7NG WCC2 3200 Tiro) ID PELICAN LAKE RANCH FILING NO. 2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P. M., COUNTY OF WELD, STATE OF COLORADO s. $ MATCH LINE SEE SHEET 3 LOT 157 1246 ACRES (54,274 SQ FT) 27430 05814E MCC Servos' NN91PE 541.77 1001, 5874 0 1460 N201PE 87530 LOT 192 1667 ACRES (72,593 SQ FT) 21737 LOT96 1844 ACRES (80,345S0 FT) FALCON ERNE LOT 97 2742 ACRES (119,426SO FT) LOT 98 3311 ACRES (144,213 50 FT) TRACT H 15.889 ACRES (692,134582 FT) S D 001 NOO5'E MGM Mid? NN7A5"E 0..4 EOM LOT 156 1212 ACRES (52,75050 FT) 472 LOT 193 1 847 ACRES (60,46750. FT) =sr Nd3T`19E M6d? NEW SECTION 17 T3N R65W 6TH PM LOT 194 7.961 ACRES (85,409 SQ. FT) WNW 42.17 LOT 195 I 78 ACRES (77,530M FT) 41670 LOT95 2505 ACRES (109,104 SQ FT) LOT 94 2 103 ACRES (91,62550 FT) 000 SE1M SECTION 17 T3NRC5WSTH PM LOT 93 2867 ACRES (124,96650 FT) 50595'w 4451 MATCH LINE SEE SHEET 5 LOT 132 1613 ACRES (70,275SQ. FT) LOT 131 1906 ACRES (83,00950 FT) SN5874' W 81519 51B'814•W SISIO LOT 130 1490 AOC S 91..245 SO I I ) LOT 129 1.359 ACRES (59,211 SO. FT) Ra00 SIISIOOTIV 611 5 37 N5A5'W 040 LOT 123 1703 ACRES (74,169 SQ. FT) 5N'01FW 31272 LOT 122 1632 ACRES (/109450. FT) 0555 0 W 414.35 MOOSE 4x95 N0:b5'E 414.95 LOT 114 1.652 ACRES (77,97250 FT) 356�rW LOT 113 2458 ACRES (107,05250 FT) 6 !E TRACT I 32951 ACRES (1,435,32750 FT LOT 127 2005 ACRES (6734600. FT) LOT 128 7.903 ACRES (82,911 SO FT) 8004965756• EAST NN605'E 437.51 LOT 121 1548 ACRES (67,44550 FT) CHICKADEE WAY 200 7ATIYSET5ACK- WCC23320.C ME) 619}6 LOT 124 2 813 ACRES (122,54950 FT) LOT 120 1509 ACRES 115,751 SQ FT) LOT 115 1.583 ACRES (68,948 SO FT) y LOT 126 2919 ACRES (127,14900 FT) LOT 125 2436 ACRES 11(,116 SD FT) LOT 119 2092 ACRES (91,128 SO. FT) LOT 718 1.241 ACRES (54,058 S0 FT) 6 NCORER SEC 17/SEC 16 2S- ALUM CAP PLS 20671 NTS ear SCALE 1,107 DATE 017172 JOB. 200026 4219011 Jcs ME BEL-BEIMAWRFIDYEAR DRAWN MN CHK LAO REV 11 Mil 120621 AFENO CLIENT NAME: REI, LLC /INVESTORS LLC REVS REVISION/MR REVISE STREET NAMES 6 LOT NUMBERS REVISE RDA0ROW AMT., 1 REVISE PER WELD COUNT COMMENTS Acklam, Inc. 133 S 27th Avenue rinuldon, CO 80601 SHEET 4 OF 13 F o 120 W H w F- 0 DESCRIPTION REV. NO. .14444444 i O Cl) F- z w o N� O-i Na Qzz Za UQ�_l JZQ z W J Z U�LLLL WELD COUNTY, COLORADO rKuJ i5 PL PNIr TAJ CHKD: ' 1/28/2025 SHEET NUMBER FP1 138 )F 141 FOR INFORMATION ONLY - SEE RECORDED PLAT LOT61 2170 ACRES 134,51950 FT) LOT 60 1.534 ACRES (110.39250. FT.) .E LOT 59 3 144 ACRES (13694050 FT.) LOT 102 2485 ACRES (108230 SO FT.) 8r. LOTEI 1.968 ACRES (85.745 50 FT) LOT 58 2.975 ACRES (12957230. FT) FAIRBANKS DRIVE 01 LOT 103 2.457 ACRES (107,013 SO. FT.) LOT 82 2162 ACRES (94,172 SO. FT) Ea TRACTG 31.804 ACRES (1,341,840 SO FT) 19835 015 O NELL SETBACK• W;C23.120C Suva ALL SETBACK ACC 9C (155) met LOT 83 2290 ACRES (99.75850. FT) 1NCO8NER SEC nbEC25 2.25',12114 CAP 0.53354110E SMATZ 344.9 LOT84 2614 ACRES (113,850 SO. FT) CROW. OESCATKW 291 ACAS 0191015015)) LOT 85 3516 ACRES (153,179 50. FT) PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., TRACT H 15889 ACRES (692,134 SO. FT) COUNTY OF WELD, STATE OF COLORADO IMFAOOTY.41MCK- ACC 29129.C ! Mr) LOT86 2271 ACRES (98.924 SO FT) LOT 104 2.101 ACRES (51,652 S0. FT) 40 PROPOSED ROW STMOT W COSI MATCH LINE SEE SHEET4 SE. SECTION II TIN R65W 6714 PM arson LOT 87 2057ACRES (89583 SO FT) 20099 X00 599'. E ARTY SW9'.E 44.10 RAMC E AR LOT 105 2080 ACRES (90,619 SO FT) LOT92 1.628 ACRES (70914 50. FT.) LOT 91 1.600ACRES (6961850. FT.) sores.' 330. LOT90 1.740 ACRES )75,805S0 FT) LOT 89 1.746 ACRES (76,057 S0. FT) LOT88 1.453 ACRES (63,280 SO. FT) LEOYARD ROAD SODS . _.98x0. . - . LOT 106 1.921 ACRES (83,688S0. FT) LOT 114 1652 ACRES (71,972 SO4 FT) LOT 113 2458 ACRES (107,05250 FT) LOT 107 2 332 ACRES (101,576 SO FT) LOT 115 i. 583ACRES (66948 SO. FT) LOT 118 1.863 ACRES (81,168 50. FT) LOT 112 2086 ACRES (90,879 SO. FT) LOT 111 1.977ACRES (86,11250. FT) LOT 110 831ACRES (79773 60 FT) 99315 LOT 109 1.793 ACRES (78,123630 FT) SAWS' 8 LOT 118 1.241 ACRES (54,05800. FT) 509'005.35 IMJ. LOT 117 1.665 ACRES (72,544 50. FT) TRACTG 30,804 ACRES (1,341,84090, FT) LOT 108 621AGRES (157,735 SO. FT) ADT U!--- 1-� NCR 589'3252 E 298907 W 2663.99 26121 ITALIA GM HOZO. ZOO SCALE 1+107 GTE: 014142 JOB. 259125/ N9011 209 RINE EE.DRIWRE20EA0 PRAWN JAN REV PIP MASI APE NO CLIENT NAME: REI, LLC /INVESTORS LLC RENSE STRPEI N OS 4LOT MMBERS ANSE ROARD.VI 4 RMCOS_ RENSE PER AID COUNTY CCM/CPS ROAD CONFICARAmAR INTO NCR 39332 Acklam, Inc. 133S /nil Cle An. W.W.I, o.501 5 OF 13 ROW 93.43 M.�I21 7 - — AROW OEOICATI04 7171 ACRES OA,. S2 FT1. TRACT Q 23.040 ACRES (1.004,493 90 FT) 8919151E 495T 0357 S 939.6E COT $51SSS4•E 679 PELICAN LAKE LANE MOSSOINTO CIA .7•47.37 N89W15'E 99 NWANE 1735 TRACT B 13250 ACRES (577.17650 FT) LOT 26 1.445 ACRES (62,947 S0. FT) WSW E LOT25 1.184 ACRES (51,57550 FT) 98091151E LOT24 1.180 ACRES (51,394 60. FT) NN'9.E 9M. LOT23 1.091 ACRES (4750650. PT) 444481456E 89486 LOT22 0995ACRES (45353 SO FT) CbT 1199'10€ MST CS 9.3515.6 0988 6101E 35700' 5 A 314.. LOT 21 1.213ACRES (52,84450 FT) N9A1TE 341. LOT20 1.208 ACRES 101 I S (52618 SO FT.) - 4449.870.6 31435 El g LOT 19 M 1,208 ACRES (62,61750. FT) SM. s LOT 18 8 1.243 ACRES (54,163 50. FT) 4498117E LOT 17 1.371 ACRES (59,738 SO FT) X441015'2 MOOS LOT 16 1.414 ACRES (61,591 SO FT) N8r3OlTE .079 LOT 15 1.407 ACRES (61,281 SO. FT) NNW., 9).M' LOT 14 1.552 ACRES (67,612 SO. FT) NAITO'E IMA PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., MOFACILITY E18901- 45CC23329C 9 LOT 33 1.706 ACRES (74320 SO FT) LOT34 1.817ACRES (79,152S0. FT) TAW NSW, E NBrAI0€ rE 280 169 NWAITE 20.9 L0T35 1.290 ACRES (55,178 50. FT) 300/391711 SAM LOT36 1.315ACRES 07,284 5(7 FT) LOT 37 1285 ACRES (55,114 S0. FT) 5995089 LOT38 1,346 ACRES (%526 SO RT.) SOMA,. LOT 39 1.359 ACRES (5919550. FT) SB 08957 399 LOT49 1.715 ACRES (74,704 50. FT) COUNTY OF WELD, STATE OF COLORADO MATCH LINE SEE SHEET 8 NN900TE 12811 LOT52 2028ACRES (8835550. FT) LOT41 1.112 ACRES (48452 S0. FT) 1 8496 8 LOT 180 1,382 ACRES (6010350. FT) LOT 181 1.853 ACRES (80723 SO. FT) 930trW 44873707E 1259 Yea LOT 179 1.463 ACRES (63,71150 FT) NW 1/4 SECTION 17 T3NR65W 6711 PM LOT 69 1.401 ACRES (61,04950 FT) N WAITf .9399 LOT 68 2493 ACRES (108616 SO FT) LOT 53 1.764ACRES (7683550. FT) m LOT 178 1.463 ACRES (63711 s0 PT.) LOT 184 2.445 ACRES (106,517S0 FT) LOT 182 2408 ACRES (10(913 SO. FT) LOT 183 2898 ACRES (126236 SO FT) LOT 185 1.775 ACRES (7733950. FT) .41 LOT 74 1486 ACRES (64,74700, FT) OGLE X100 CLIENT NAME: REI, LLC/INVESTORS LLC DATE: 91.21 LOT 73 1921 ACRES (83.68150. FT.) 4451386E 18011• LOT 75 1.716 ACRES 6• (74,770 SO. FT) 2_ ‘ LOT 70 x 2075 ACRES (9037850. FT) LOT67 2272 ACRES (98.981S0. FT) SW1/4 SECTION 17 13N 865W 6TH PM LOT 71 1.453 ACRES (63.280 S0. FT) 88983'35 9 8911342.15 010.17 MEA00NLIRK PLACE g ✓8 BB LOT 66 1907 ACRES (83071 S0. FT) TRACT F 3246 ACRES (1.411.59950 FT) MATCH LINE SEE SHEET 6 ALA LOT 65 2.076 ACRES (W.42150. FT) LOT 72 1.608 ACRES (7004450. FT) LOT 64 2.410 ACRES (100.864 S0 PT) 5198,0181138781C8. NCC23119C (1161 LOT 188 1.308 ACRES (56,937 S0. FT) TRACT F 32403 ACRES (1,411,599 SO F7) LOT 76 2.321 ACRES (101,209sO PT) LOT 77 2634 ACRES (114,72300. FT) 1.. _•yV•- 0185 LOT 78 1.618 ACRES (70,483 SO. FT) LOT79 1.428 ACRES (62,188 SO. FT) LOT 63 1.505 ACRES (85,55400 FT) LOT 82 2298 ACRES (100,121 SO. PT.) 0 JOB NO: 25025/ 24801 REV, RENTOi GTE JOB moo BSEORIWREBREFIO L ROAM STREET RAMS LOT IMAMS 00.1.1'30, CXN' 010 M RCM RSNROW ARNK8, 88080 0.2010E PER NELO MCRRYCO LENTS ,0.77 123.4 J 121.010 COFIGURARON INTO NCR 30431 AREAO K REVISE TRACT RAE Acklam, Inc. IA 8. 278 ASeww9 B91Mm, CO 80801 7 OF 13 FILE LVIIOEVEVICIElEl JOEEEDOECITERSISONEYFEEBE EFEOKEIFULACIPPEINGEZIE025,EIJCPAI LAKE EMICII RLINONO PEE, OWO PLOTTED Ow 01 202. I ZIpn B ASPmwo.ED ROW SBaow BK A9Po 111 JO ROW. CECBCATION 015.ACRE 71150 Fl) /9 LOT 15 1.407 ACRES (61.28100. FT.) 897015.2 LOT 14 1.552 ACRES (67612 SO. FT) 09'3115'2 40130 LOT 13 1.478 ACRES (64,393 S0 FT) 0 LOT 12 1.653 ACRES (72,00390. FT.) LOT 11 1.654 ACRES (72,047 W. FT) LOT 10 2370 ACRES (103,230 SO. FT) servos -or 32I.. 69AA•6 34439' LOT8 2323ACRES 001,16850. FT) 444469818E JL1.37 LOT7 2778ACRES (121,002 S0. FT) IS LOT9 1.369 ACRES (5953250. FT) toorar2rE 199 SN1OIT LOT41 1.112 ACRES (48,452 SO.. FT) LOT42 1.199 ACRES (52,215 50. FT) LOT 43 1.577 ACRES 6638.68350. FT) LOT6 2.603 ACRES (113,406 50. FT) PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO LOT 52 2.028 ACRES (88.355 50 FT) LOT51 1.389 ACRES (80,511 SO FT) LOT50 1.430ACRES (62,Z1 SO. FT.) LOT44 2427 ACRES (105.709s0 FT) LOT 45 1.737ACRES (75659 SO. FT) LOT5 1.943 ACRES (84.656SO4 FT) N NOTA PART 4.886 ACRES a11,950 SO. FT) g TRACT B 5 13250 ACRES (577176 SO.. FT) Iwo a. 12521402. CAR 11/ PLS20205 2015 LOT53 1.764 ACRES (76,61550. FT) LOT49 1.766 ACRES (76.94550. FT) SW1/4 SECTION O 73N R65w6TH PM LOT46 2.176 ACRES (94,79650 FT) LOT 3 2329 ACRES (101,467 SO FT) LOT 4 2904 ACRES NCR 32 TIM 9591,21, MATT S89.3371 W 2663.9(7 (BASS OF BEARINGS) TRACT F 32.406 ACRES MATCH LINE SEE SHEET 7 LOT54 1.680 ACRES (7016750. PT) LOT 56 LOT48 1.748ACRES (7615750, FT) LOT 47 2018 ACRES A•51 351.21. 421561 Str61161S MOO sersorE MOBS 401.00 SMIIM, OLEO 94651 18 WM' MOO LOT2 3,083 ACRES 03429690 FT) LOTT 2707 ACRES (117,932 Sa FT) 2147 S 172839•E S 073919 3.08 9988 88113078108 \ 8.293143 S MATT IAA. TRACT A 4.594 ACRES FAIRBANKS DRIVE ACC 2,1260C MR I APT 0011 N00114 WII0410 00111OW 14314f TRACT G LOT 62 s. 2170 ACRES LOT 60 2 534 ACRES (110,392 so Fr) LOT 59 3.144 ACRES (136,940 sa FT) LOT 102 2485 ACRES 006,230 Sa FT) MAY 00 COMER MC MEC 20 2.25• ALUM GP ASCU 2 2006 CLIENT NAME: REI, LLC/IWESTORS LLC WE min AA ROAROWSPARCELS REV Al OW WSW J W ROAD COMOGIJRATION urn, 300 NPOSIO: K ROAR TRACT NAME Acklam, Inc. 2711 Mame Mon. CO 80805 SYEET 6 OF 13 1417 PESTEN INS RECNO 1844265 TRACT Q 23060 ACRES • CEDICATICW 1- 7211 ACRES 91575180 Fr) I !PROW MARG. 121 LOT 207 1 J49 ACRES MAWS LOT 208 1.4 74 ACRES LOT 30 7477 ACRES coo LOT 29 1.285 ACRES LOT 28 1.397 ACRES TRACT C sarsoew 229.28 LOT 223 1.593 ACRES s. SHOWS. W MS LOT 209 2.057 ACRES 4. LOT 27 1.678 ACRES 8997138 LOT26 1.445 ACRES 440,015. 311.06. LOT 25 LOT 31 1. 894 ACRES 58911129 LOT 224 1.612 ACRES LOT 32 1.670 ACRES PELICAN LAKE RANCH FILING NO. 2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., LOT 231 1.359 ACRES 100 MOON SETBACN• TRACT D 1.80 3 ACRES (7115365a R.) MATCH LINE SEE SHEET 9 87182.9 477.89 LOT 235 1.724 ACRES sor000r IT LOT 234 1 441 ACRES (62.75850 FT) 8JY 371.02 SOMA, 1114.09 MORNING DOW 1ANE LOT 212 (102.518 sa RFC NO AMA LOT 177 1.277 ACRES LOT 252 1 282 ACRES LOT 214 1.185 ACRES LOT 175 1.347 ACRES (59681 sa FT) LOT 185 1.775 ACRES LOT 210 2.108 ACRES N HMSO'S'S 3147F COUNTY OF WELD, STATE OF COLORADO AO 19 wane LOT 232 LOT 233 7.231 ACRES s t168 ACRES 0611016,4 ISMIO 2710( L0T211 2146 ACRES NW1/4 SECTION 17 TRACT E 29.189 ACRES MATCH LINE SEE SHEET 7 14. LOT 178 1 463 ACRES 74 LOT 213 1.636 ACRES LOT 173 1.764 ACRES LOT 174 1.547 ACRES (67.406 SO. F9J LOT 176 1.261 ACRES (54942SO FT) LOT 184 2445 ACRES (106.5175a FT) sq824.w 65618 ootorsarE 019.90 IMST LOT 251 1 348 ACRES TRACT K (175599 30 FT) N LOT 250 1.219 ACRES LOT215 LOT 216 1.184 ACRES 1.184 ACRES LOT 172 1.977 ACRES LOT 186 1.611 ACRES TRACT F 32.405 ACRES 410 CAS ROT LOT 171 1.452 ACRES LOT 165 1.327 ACRES LOT 187 1.266 ACRES LOT 2491444 ACRES 02 904 SO FT) SOICSOIC sr swore,' HMV TRACT L 1281 LOT 166 1.486 ACRES LOT 188 1 308 ACRES CLIENT NAME REI LLC / INVESTORS LLC E STREET NAMES LOT/MOORS ID COUNTY COW ROAD A INTO R205 AVM TRACT NUE KEY MP RIZ Acklam, Inc. 133 S. 276 kreou0 082).. CO 80001 19.1 cc _DATE DESCRIPTION REV. NO. 44444444 Nol mi WELD COUNTY, COLORADO PROJ NO: PL CHKD: 1/28/2025 SHEET NUMBEF FP2 139 141 FOR INFORMATION ONLY - SEE RECORDED PLAT 6 851830E 426 OR euR 1/P PLS.. 8122 .40 1.11028 TRACTQ 23.060 ACRES (1[04,493 S0 FT) 42 PROPOSED I RO.W BROW 81(44 PG 121 • 3012.0.0 12Ou 7m4L2119SEs PMi31sG FE) 280.0991009085 RE 10.184480 B L LOT7, S LOT 201 J565ACRES (15529850. FT) WV,. SETBACK• WOC23s110) 1•11.1 BLBICW 38742 LOT202 1.479 ACRES (64,43250. FT) LOT203 1.197 ACRES (52,12s sa FT) LOT204 1.220 ACRES (53,131 S0. FT) MSS LOT 205 I.099ACRES (42877 SO.. FT) LOT206 1.033 ACRES (44988 5(1. FT) 6651025E /070 BEEBEORAWFARMS AND EOUESTRUNCENTER • , I CORRECTED FIRST HUNG / . REC NO 220007. p• OTAEARn Y ti 5.AWP3LSE18AG- f1YPJ LOT219 1.168 ACRES (50,881 S0. FT) LOT220 7.606 ACRES (60958 S0. FT.) LOT 221 1.144 ACRES (6.840 SO. FT) LOT 222 1.256 ACRES (54,711 SO FT) LOT 218 1.381 ACRES (60,165 W. FT) / / 4 LOT 78 / / LOT 217 1.968 ACRES (85,732 S0. FT) LOT226 1.601 ACRES (30743 50 FT) LOT225 7.202 ACRES (52,356S0 FT) =s7 PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO LOT 77 o ROW TONE.. REC NO 22 2232821 58842E 244 IS LOT227 2126 ACRES (9259050. FT) LOT 228 1.568 ACRES (68312 SO. FT) ' LOT91 W y LOT 240 17 2645 ACRES ▪ (IIa200 SQ. FT) / UJ U J TRACT C 15.691 ACRES (683487 S0. FT) LOT229 1.542 ACRES (67,165 SO. FT) SW'50'IB'YE LOT230 1.640 ACRES (77,425 50. FT) ,7222 26'00W 7O1VOR9 REC NO. MUM LOT 76 xvFACAUrv5E1BAGACC (116) Zb4C (nP) \ 6060.010A PCP REC wan= SWI/4 SECTION 6 T3N RE5W MI PM 106 0 W. r01ERR.MCGEF REC NO 3.883 68183.6 TRACT O 1303 ACRES (78,536 SO.. FT) LOT 111 SE1/4 SECTION 8 T3N ROW 6TH PM LMGM 58064•15 1 LOT 242 2.078 ACRES (90,524 SQ. FT) 88 LOT 112 8.99368 AL+360.87 0277689' C868P5933'E CL67834' LOT241 2.109 ACRES (91,669 M. FT) 9821870.0118647. - 38.183'0 118120 2" TRACT K 4.031 ACRES (175599 SO. FT) LOT236 2.109ACRES (91,882 W. FT.) 065183.64778' - MATCH LINE SEE SHEET 8 LOT 110 6=1221.67 AL. '558.87 / 0=2612'38' CB$673710'E / CL 654.07' LOT243 2159ACRES (54.03752. FT) le MATCH LINE SEE SHEET 3 LOT238 1.720 ACRES (74,975 SO. FT) 807 LOT239 2390 ACRES (1(14,116 52. FT) TRACT K 4.031 ACRES ' (175.599 SQ. PT) 8218110 SEW N818b'E M 14233. SGIE , 010122 LOT 109 BEEBEDRAWEARM5AND EOCE5IRNN CENTER CORRECT ® FIRST FIUNG REC NO 2200074 / MOT APART) • 981/ PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO 48.0 c GO / - . 9s7824•13 - BURGHLEY COURT LOT 108 / — N85y49'E 507.69' / TRACT T 013 ACRES (2094 =A.) f LOT 140 2.335 ACRES (101,74050 FT.) 881004. 7N5W 411.31 NB16b'E 741]5 TRACT! 32890 ACRES (1, 432892 SO.. FT.) SEGE MAW FARMS AND E W G1F014 CENTER CORRECTED FIRST FILING 60 NV 22WW4 020.4 PART) 383.31'376 V CLIENT NAME.REI, LLC /INVESTORS LLC STREET N11ES410TMMBER5 61892E VEre NE(D Of.,TY NE Raw CTNAV IN7O NCR 298 RENSE CT LOT91 Acklam, Inc. 333. Avenue W9Mon, COC83591 9 OF 13 09 11SALIM. CAP ELS18RS 1915 (916411 70 10 PA5011271251 OF BEGINNING 350.51221 221 571 / p / / / "t ee6' � \A'� LOT 170 LOT 171 LOT 169 REI LTO GIVE. CO 024E, tImLLA29WNGO 2 3780x3 (51ERPFS DEED) MEC NO 2393219 / LOT 172 / POINT OF BEGIN PARCEL 2 LOT 168 21 REL702/fBDIYCD INVESTORS LID L14501.CO AIN: ,1133400➢8 (0110 960 0960) P00 NO 9bD19 SWIM SECTION4 T3NR65W6TH PM / 689135.541E 2632.6' / / / / / LOT 253 1.278 ACRES (55,888 50. FT) LOT 173 SEGE CRAW FARMS ANOEO/ESTRNNCENIER CORRECTED FIRST FILING REC NO 10574 NO. FART) WW1/4 SECnON 9 T3NR65W 6TH PM LOT 174 LOT 277 1.588 ACRES (80186 SQ. FT) LOT254 1.320 ACRES (5748850. PT) TRACT Af 13.921 ACRES (6041352. FT) 30 WAY GRANT AERRJACGEE W TNERING. LLC REC NO 3864665 •00'57' E CL=1092.19 TRACT 0 LOT 255 1.337 ACRES (57.977 SQ. FT) LOT 278 1,269 ACRES (55,266 50. FT) LOT 276 1.752 ACRES (76.32254. FT.) 240MINTY SETS.- NCC23328.C -. PR) —\ - y '0 N \x \J SG(E)I+100 N8032ITW 11416 LOT 279 1.723 ACRES (4092752. FT) LOT 280 1.333 ACRES (58.077 SQ. FT) LOT 275 1.618 ACRES (70489872. FT) MATCH LINE SEE SHEET 12 B (frEprowp Raw ftc., No.A PARKWAY 5797110.6 � LOT 257 7.447 ACRES (62,785 S0 FT) 61600 T0644NNNE 9887HN•WHINE C0 - RE'C NO 1784811 LOT 282 1.471 ACRES (64.057 S0. FT) N, x8'3654' W ,83,3' S1238120 3722 TRACT P 1.836 ACRES (79.988 SQ. FT.) 9671467€ , LOT 281 1.919 ACRES (83602 220 FT) 3891755.6 16257 _ 2623752E 19218'_ 689736.5 382 7D5.1 28.9' LOT 256 1.205 ACRES (52,477 SQ. FT) LOT258 2.611 ACRES 013,752 SO. FT) LOT259 1.676 ACRES (73.023 S0 FT) 80854'1 MI LOT 283 2.073 ACRES (90280 S0 FT) TRACT 0 3.720 ACRES (1620.5750. FT) LOT 260 1.763 ACRES (76.7650. FT) LOT261 1.628 ACRES (7092050. FT) 3897%'1.41.81 368972!'1 22942 _ EGRETROAO _g JM 30ROW 70681 NNRE EASTERN.PEUNE CO. — REC NO 178047 LOT 282 1.580 ACRES (88.812 W. FT) arssr LOT 263 7.702 ACRES (74,12950 FT) BIRDS LOT 274 1.541 ACRES (87,127 50. FT) LOT273 1.458 ACRES (63494 50. FT) 3 SEf/45EC00N4 TIN R65W6TH PM (4CORNER 36041009 3268LU.N.0AP .5.5.3342,308 300.0070 COORS — 5NBx5YC01PANY REC No 217228 3.720 ACRES ( (162,056220 FT.) SVPMII00410 L S 26'1 PSVNII 17084 8B1876028F W REC NG R9M48 NE1/4 SEC 11009 T3N R65W6TH PM DATE: 111/2101 JOB NO ,30825/.'48011 JOB WYE EFBORAWRE61.1.0 DRAWN 3N CNN GO CLIENT NAME: REI, LLC/INVESTORS LLC REV REMSNb GTE REARS 37REBT NME09101 McSEFS 74965ROADROWLPARCBs REISSE PER NEU] COUNTY 00 500r$ NEW 26.'110 COIFIGURAMM INTO NCR 338 32 3111 121324 Acklam, Inc. IA S. 973 ANYYR BA2MY1. CO 80801 911182 11 OF 13 / MATCH LINE SEE SHEET 9 L0799 / / / LOT 100 LOT 101 / / / / I MEW DRAW A DD EOUESIRG CENTER / CORRECTED REC 3022007074 I rNDrnvn6n LOT 104 I J / \ — —i • y S 88113151 770.50 LOT 105 LO7107 N N \ N 587396'E 39977 N8P13b•E )13' 2060 00000RR 660. AO. MOM LOT I3:• ""2,7-;-E-3/9;;,.- LOT 128 \ / / / PELICAN LAKE RANCH FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO \ \ i\ / LOT 105 I I I \ /// \ I I LOT 129 \• .c / / — . J I-- - — — — ,z / // / \ \. I -7I ///r▪ - / \ / / \ I / \ / / / / \ LOT 166 I . I LOT 182 / / I \\ ///// \` \ ta \ I I I / / /l LOT184 I Z MATCH LINE SEE SHEET 13 LOT 181 LOT 136 98. LOT 137 LOT 186 089.46701W RECNO 2172822 LOT 188 LOT 138 N 891441541E 373.40. POINT OF BEGINNING PARCEL 1 RIM PGA., GP .s13. 58914100 W 256066 NW114 SECTION 16 10'RO,, TO COORS REC NO 1172282 2. 00 TO 01.42COEE REC NO 3711M 5001222F W SEC.EC 16 2 FAWN GP PLS 2860 108 5.00 TO COONS ENERGY OGIPANY REC NO. 2172222 0.102 EWE maw JOS NO: 27773/20011 REV V REWSKIN DATE 20,33,04 0,020,000,0mpw REVISE 575.114431ES4207388,03ERS CRAW 430 E ROVOR.0.03 PARCELS REV AI 124024 J NEW.. coneawarroN 121101.394 31 REEK,: I( RENSE TRACT NAME CLIENT NAME: REI, LLC / INVESTORS LLC Acklam, Inc. IDS. VII Mame 019Idon. CO DWI SHEET 10 OF 13 N LOT 154 LOT 155 \ LOT 156 • LOT 171 NW1/4 SECTION 9 N 73N R65W 6TH PHI / N / N / LOT 158 LOT 175 / \ / LOT 142 \ \ / LOT 143 +401 A. LOT 144 / \ I \ "•:, 0 ROAD Milli N LOT 149 LOT 163 N LOT 151 N LOT 170 PELICAN LAKE RANCH FILING NO. 2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO 30 0000,0143.63010 - REC NO 3930983 TRACT Af 13.921 ACRES (606413 sa FT) 1311•50371W 948, MATCH LINE SEE SHEET 11 EASTERN MEOW 07 RECN0 1W. 036=60 LOT 269 1.723 ACRES (7507250, FT) ser .52 E 35602 1.731 ACRES 95403 SO FT.) SeS77977 10730. 882777SE 10783' LOT 267 t 295 ACRES 02504 SO, FT) WNW, 30332 93893200 TRACT N 4.4•7 1134 9 ACRES LOT 268 TRACTS (1A388 sa FT) LOT 177 LOT 179 0803723, 21 RV 0243. LOT 263 1.702 ACRES LOT 264 I 767 ACRES 17094930 FT3 91R.0.0 TOPANAVNIIE EASTERN RPEUIE co. PEC He 1784842 LOT 265 1 492 ACRES 29 88707, 3817 LOT 266 1.898 ACRES (162,057 sa FT) 3.720 ACRES -N. SWIM. 14140 serms.E NI. REC NO. 3711983 LOT TRACT R 31.644 ACRES (1,379421 sa FT) MATCH LINE SEE SHEET 13 \- MC2312530 T3N R65W 6TH PM 30 0.0.0 10 DOORS BERM' C01,0810 REC. 140.2172282 too D CORNER SEC NS. 10 2 SAWN CAP SGLE) FA. JOE NO .50251183011 REV REVISION WE J09 L REVISE srRarNALIES.02.118.5 REV N 1811 120314 CLIENT NAME: REI, LLC / INVESTORS LLC Acklam, Inc. 133 S. TT Avenue MD.. CO SOGOI 21181 12 OF 13 19.1 cc NJ Do O ml WELD COUNTY, COLORADO PROJ NO: PL CHKD: 1/28/2025 SHEET NUMBEF FP3 REVISE MAGNA. APE AO FILE LEROEVELFCIElEl JOEEENCEPTEPSEONEYFEEBE RUOFF PUOCESENNOSSO.025,EIJON. LAKE 0.44C11 EL140 NO REV., OWO PLOTTED OE OE 202. I Elpn FILE EIEREFINEACIEEM JOBIELOSPORERSEDFONEEFIE RESOISPLELOREWHOSEWE,PELICAN LAKE RANCE FILM.. PEE, OWEELOLIED OE OE SOU I MEE 140 141 FOR INFORMATION ONLY - SEE RECORDED PLAT PELICAN LAKE RANCH FILING NO. 2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO CURVE IANIE CURVE TANE LUUN to/3 A" CURVE ,216675 ARC LENGTH CVO. CHORM8EAR0G 66.0116074 CURVE RADIUS ARC NG LNGROBGRINC GORDGIGNI CURVE RAMS ARC LENGTH CE6IRAIA6Gf C0R0NFARwG CNOROLENGTH { .27. '�J 960 3602 151 6 157 �',I. 9510 87 6 163 3 )':/:', 6446 S 14.0346, 93 A' I; aww 4100 36'1960/ 665+149 ( 13 10. 20 '. L2) 893166. 0, 1 /17- C, 430.00 16.6 IPAO/ 60,749 h w w 3, �' . C. 116]»3 /I. 60 21621' 151193, ¢1'5/04 W 848 I 3000 4' 3'19 9165' 934 5'3539 '31 3700 HI80r 56174617 6.67 CI4 656 34601 30590X' 6@ 11116r 4194 763616 5 664916 f 431 16 . 656 20341 116'1901' 5,6.3173, 0606 0133 6500' 112, 116-]6]5' 4 0.105717 0061' CA9 6500' .316.6' 3059138 689,5416,E bar 53 /15.60' 16@19 fII'4'16' SAM. 7E 3)617 0134 650r 9139 63716 565.697E Mb' C.160 6500' 10746 NN419 616,821'17 --� S71,117E 6500' 161.2 116•drlf' CI1 630.6 166.0' 18.417 561,54,36E 266. Cfm 31006 15315 233257 N12698. 15206' 0261 6500' 94.6 armor SM333rW 86. C,2 656 .94.0' 305.0 r'6' 34216E 6.00 on, 40046' 17765 15.837 NO... 1766' .3 4300' 134.88 175616 606464'17 GIS C13 6500' 1840 2.656 N3r946E 10741' 0138 4.30.00 119% 2355617 621627. 178% 26264 4600' 12619 113646 564611'17 124/6 CI4 600' 11509 1012666 56.43,18E 91067 CIm 43006 155. 84156 6,49314'17 151.50' 2.26 37600' 1,569 26646 5064611'2/ 11547 C16 660' 666 62656 5@401'17 5846 Cl. 43000 176' 7R6 6.31'dr17 17 6.7 .6 37600 33, 5'1316 615.16'617 13 76 MATCH LINE SEE SHEET 12 C16 96 44' 3867' 3 87.6617 Oar c31 366 'TS. 42,27r 1168,613, 26746 .7 MDT 6Ir tr.,' S06,761. roar C17 83000' 144 36 mar S43,15677 1.17 CI42 40660' 26616 477707 116851613, ' ®' C268 43000' G66 1755616 27.22 13436 G8 65.06 16500 1 5479926E 4.30 ET 34197 362706 J105 0269 466 115.46 775637' S26'46i6W 4191 ! 656' 6361, 54.611,E 0' 0C33344 014 97066. 141. 2.742 1178,333, 142.. 0.270 310.06 37602 7758'11' S 8461017 25 ST 7AT730417YSE10Ac'S ,r471r SII32060 1701' 0145 376.60' 74' 67]]14' 4176 00' IRIS 76916 ST6.,6170 1216 Vs / 2.111260 C awn? 5162716,E 37066 46 @IZ 00' 14/9 I8%+Y 6r _ R1PJ 2en i •002- 60(•3925'17 LCI. ldl 163977 13207 43000' 906646 \ 023 80506 117 412 173756 .6 r2/ CI4 311.91' 3I% 414'11 3186 d3J 81103 6606 A11. LOT 178 /1.69 2,636 6269633. 3116 41'26.' 4600' 11869 1.7186 424•4711. 11827 67136 S37403 166 144741. 63' C276 00.06 681 0'(27 S36,6022 660 / .6 C.36.0676374 .20074 .6 526618E 66 16.10 17176' C2n 119766 \ / C. III 11 16.646 617 14374 62716 la ,43154' 1536 fR 000 )i SI072537W 2737E .10.0 61II3 471914.6756 4 0277 S362.6, 3�&3_ CZ33 Q9 ar �16 581336E '9.36 161971 CAO IF IRrPL / 400 46060' 4116 SN 196E G9 1.1707 46' % 5747 \ / Cat 327% 616 17 I30ar' 40 IT S389616 7 4013' L x66 cr .06 97, 11.736. S429642E 97% 1609 woo, 4 MO, M' OO309 I,. S465748, GOY 43606 C156 436. 668' 62656511. 430610' 33397660 36.62 ---• -- - / 46060' 5242907E 329661' 60 164566 SM�1TE ,366 MOO' 3166. 4.394' 3370756W 30'% \ 46 46436S 2373776 CGS C36 37000' 36516 46.7E 3@a3' J7026 18376 164666 sls�lrE C287 J70.00' '071'r•J.csr .4'16010.76 430.00' 463836 S147397E 9' 0162 370.6 146 Z64/116 S37.59SrE 15186 .8 311026 531.1614, 1946 ]7606 275.6 473519. II 262730,7 268.6 063 310.06 4% TOS,r S2612353, 32.6 5,926 r.6zorr X1.36 \\ C39 370.06 MOT 69393. 4464707 2 3906 C. 526509'4. 31, C290 30000' 26711' 56067. 6 rz.ror r 258. �( GO 7000' 5N290rE boa? 30.6 3714 4636 Su 6577E 3262 .Cat 60.19 5600. 111!461' I8 4'394617 104.6 31.6 4 81757 5161814E 1515 01@ 657 6623063652 ' NT WELL .9133.- C. 430 OP 25777 N (3199' W ar CAl 61 X48 209.6 119 0 N-A6'E 65:6 18.14 X11.% GAI 71691' S85,423, 41 77 \ LTyp.) GI 60.00' 371716 C16 65ar 7919 695926 77600' 59.39' 4 5729175 6917 / ..011 461133' 266 0.59 62.7 II 639.295, 6o sr LOT 188 25001545 1240 .66. 4163610. 1137 0171 6500' 4819 472757 0 7727146 4706 0297 MOT 50 66 srss.76. 4 873259, MSS \ C. 33000' 19216 012r. 6,1233E .5917 029626.6' 3 _ 5465016E 4036 2 - 04 21006 16716 3627,6 61616(17 .3246 22416 S46354.5 OF 837 G9 145.00 3.56, parr 20.16 S40436E 26007 2 C6 7456 2628S 6.117 N631ME 756 8 041 00' 30730 56.13.14E 9' LOT TRACT, SWI/4 SECTION9 SEMI SECTION9 Dm ]3006 103.664.6460 6614' 4rzE i1'E 16.0'C.101466 c 116.46 66.1714E �1m 31.644 ACRES TM R65W 6TH PM UN 665W 6TH PM C4 14500' 5303 6134' 464647 3269 (1,3]6.421 SO TT) . 71500' 19I 87 rwor _ 8 .3_ J7000' 6667 169016 S 475336 2 6559 745.00' JO OF 71836 N7I`1616'W 4306 691 5916 665267E Bre .5 310.6' 30 II' 239467 S 6 555 11500' 66,431' NN'42472 ,006 0081 $620896W 99.0 0]6 J70.6 61.73811,E 103 52 / 056 370.00 6913 36638' 6,99.74,E 14. 8I 1606 N68 S4'09S6W 176&' .7 00' 16 4.1331,E 9 1 557 310.6' 1316 261207 s aroSrE 0416 0161 .66 1364 609808.17 1.34' Cba 43000' 6563826E 3o or CO mar .02 .91'38' N3Psrm'6 606 C183 006 J16 S 77.354'17 3107 C.MI9 4306 066 171107 369436E 16558 C58 66 G. 96157.' S7536377E 6233 CI& 006 165.39 6154617 164 0370 9:1656 s armor r 10 87 06 6500' 666 61678' 638 1,66 3717 6689 6.72136 GI. iY Cbf 6600 BIN' 76.001" 3In., 6.30' 167 1509 367 22122 64.737 658.409E 110 II ' C6 6521 a5 b' 14.564' 11320626 IN 718 J. b' 3059137 660 .13 170116 666 63.1133' 4 6636.5 I18 56 CO 0.00' 1871 3.1936 N519736'W 18, C166 65 09 4166 5694"1167483.3. 6.00 C.311 60 6 761 124666 6 77181n, 101, LOT 181 3 I251.6 32037 00 373747 6140 IP C65 400.6' II3m Minor Sa6.4'5e'W ,4197 656' 65.66 565366 6054524E 6196 Clib 6500' 360' 459,36- 53.6422/ MATCH LINE SEE SHEET 10 c6 44.6' 1446 46697 366' 160 6•.416 16.6E her C31 666' 1679' 3266.9 16v@7W 167.' _ C6l 46.00' 169 d.' 3636.7S I7693435 16436 C192 5, 00. 096 36.916 li 37.313, 0, 0316 656 61 691 4 6,192.7 634' C. 430.06 6934' 15166 1r5N0' 153.. 5319 656 306 N605'46E 306 44.00' 2.91 IS 4.31.1' 11516' 1656' C320 6500' 6 5710 551, 306r 6,017TO 1122211.E6156 836]697 165)06 1784' .1 6560' /e,6' 66'3116( 700 -2 EASTERN%PELINECO — — 37611 s r 4170 5450E X18 C32 66 5049 /N / 12\8 NEC NO 8441 JT566 N h 6'1716 56509111,E 4015' C4J 96 A/1 - / u'P� 1Y - E6RL Ci06 S 712 9, 3,6636- 67'38561 23646 5959,69,E Lod 3016' ----- / _ REC NO 21,182 649- 86 / / C7s 4306 66161 26123,316 E E a1r cI26 6T GO 47 / / L76 +30.00 996 113.115.N L 4406 110 61 Col 6 61163113661 / C77 37060 64 9'1137 1599' clA .79. 191 37 1-30 as _ 616 E 0662 voar 34¢ 644'.6 40 0 00• 166161 1 90'60"s463/15, 3161, I cA w 6656 10516'E s61,111,'103 6.396E 616 w ca 7497S53,633761 Off C6 430.6 484' 5605.78 561.706E 5l6'H'16'E (1091' 5331 261531' 919,E / / 691 13006 .80 313196 6773123,E 634 76 13006 6TH' 45007 68696157E 826 53@ 1/56 112% 46466 661161+'W 1196 I C6 37.00' 366' Sr.. 3662301,E 353. .7 6506 466 3051737 x6A14E soar cm 4300 6719 36586 67393. 146 / / C6 II8ar 34777 63416 5446762 30 67 65.6 1156 1013715' IV 119393.19 166' .4 83000' 16X' 39637 S.M. 4816 LOT 184 I C4 250.06 395.19 6415' S4Y76W 355. 6566 7210' 4 7.7717E 68. 536 .16' 761 16 83419 681,126E 67% / 28�,� C05 1200' 4266 63217 36.77617 66 66 576, 611E 6237 176 1@135 676 36418 581214617 674.76 Cab MOO' 16'0016 627067E 0C.210 211 656 6' 9117 1011' W 85.+.7 LDl f@I8' 716567 31635.7' N6T5150'E N6Y I u"-9 G7 160.60; 763700' 661708E Col 65.60' 517617 R4E cow )605 76.6657 6833266'. 3657 / 4'+ Nn60 x6.6764. 0214 ,756 306 146 E 733. ;814' u3r ;@135' @66 1416 60666 36, +166 I LOT 185 . 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PARCEL LANE o PROPPRIYLC5G47 PI3:4EI3Aa 001 911. PUS' ION LINE PNOPERWRUSTIC AP PIS — — OUNNER LINE Te. - rrEuawPLAsrx:uPas 6,49 PMs.MNcxrM6w4rEWa G 017rcmmR)0755 YELLOWPIASTIC CIPas 4616 CENTERLINE 582010EWAr scNE 1-16 CLIENT NAME REI, LLC/INVESTORS LLC 664.4.7 PROPERTY CORNER FOUND. RE&1R 4.661160 RIGHTOFWAYINE 0.12 0.01 I ORANGE PLASTIC CAPPLS377 Ix• — — — FUTURE RIGHT. WAY LAVE 46X0 4625/14617 Ev F REVISION 0277 PROPERnccwNEIT EDMORE.. AS NO. 100 FACILITY SEM.,-WCCA326C 48 NAME 317196.61161112790R L REV. 31119611122153 6 LOT NUM.. MEV,ROgOR0W.6PARCf15 Acklam, Inc 13 OF 13 CENTERLINE R.ITOFWAY 16' WELL SEBICIt. WLCI).i-166( DRAWN AM .2 CAM C13 OMMENCR NFwuOnU x POINT OF INTERSECT — 9PU WEY13E1HICl. NC9I31£IlC ONV Al AN IN.6'N cpN31GCgINry INTO 16631 Brighton.(11160601 ATE NO WO, TRACI NAM( w O DESCRIPTION REV. NO. 1444444 WELD COUNTY, COLORADO SHEET NUMBER FP4 141 141 PROJECT CONTACTS: OWNER: REI LIMITED LIABILITY CO P.O. BOX 156 RED FEATHER LAKES, CO 80545 WELD COUNTY: CONTACT: DAWN ANDERSON 1402 N 17TH AVENUE GREELEY, CO 80632 PHONE: 970.400.3736 CIVIL ENGINEER: TERRA FORMA SOLUTIONS CONTACT: TODD JOHNSON, PE 3465 SOUTH GAYLORD COURT, A304 ENGLEWOOD, CO 80113 PHONE: 303.257.7653 SURVEYOR: MAJESTIC SURVEYING CONTACT: STEVEN PARKS 1111 DIAMOND VALLEY DRIVE #104 WINDSOR, CO 80550 PHONE: 970.833.5698 BASIS OF BEARINGS: CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO. 2 UTILITY CONTACTS: WATER: CENTRAL WELD COUNTY WATER DISTRICT (CWCWD) 2235 2ND AVENUE GREELEY, CO 80631 CONTACT: DARIN NAIBAUER PHONE: 970.352.1284 ELECTRIC: UNITED POWER, INC. COOPERATIVE WAY BRIGHTON, CO 80603 CONTACT: MARJORIE ZAMORA EMAIL: MZAMORA@UNITEDPOWER.COM PHONE: 303.659.0551 GAS: ATMOS ENERGY CORPORATION 1555 BLAKE STREET, SUITE 450 DENVER, CO 80202 CONTACT: BETHANY NITZEL EMAIL: BETHANY.NITZEL@ATMOSENERGY.COM PHONE: 888.286.6700 THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 65 WEST, OF THE 6TH P.M.; SAID LINE BEING MONUMENTED ON THE EAST BY THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 17, BEING A 3.25 INCH ALUMINUM CAP MARKED "PLS 33642" AND ON THE WEST BY THE SOUTHWEST CORNER OF SAID SECTION 17 BEING A 3.25 INCH ALUMINUM CAP MARKED "PLS 38285" AND BEARS SOUTH 89°33'21" WEST. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO LOCATED IN SECTIONS 3, 4, 5, 8, 9, 10, 15, AND 17 TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD STATE OF COLORADO 0 (D O O co co U I M U co U WCR 38 WCR 32 WCR 28 WCR 24 SITE EAST AREA N- 71- VICINITY MAP 1 "=10,000' THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAS BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 1 COVER SHEET CS1 2 M&S STANDARDS SHEET MS1 3 TYPICAL SECTIONS TS1 4 PROJECT NOTES GN1 5 SURVEY CONTROL DIAGRAM SC1 6 SURVEY CONTROL DIAGRAM SC2 7 SURVEY CONTROL DIAGRAM SC3 8 OVERALL PHASING PLAN PH1 9 HORIZONTAL CONTROL PLAN HC1 10 OVERALL UTILITY & CONDUIT PLAN UT1 11 EXISTING CONDITIONS & DEMOLITION PLAN EX1 12 FAIRBANKS DRIVE PLAN & PROFILE RD1 13 FAIRBANKS DRIVE PLAN & PROFILE RD2 14 FAIRBANKS DRIVE PLAN & PROFILE RD3 15 FAIRBANKS DRIVE PLAN & PROFILE RD4 16 FAIRBANKS DRIVE PLAN & PROFILE RD5 17 FAIRBANKS DRIVE PLAN & PROFILE RD6 18 FAIRBANKS DRIVE PLAN & PROFILE RD7 19 LEDYARD ROAD SOUTH PLAN & PROFILE RD8 20 LEDYARD ROAD SOUTH PLAN & PROFILE RD9 21 NIGHTHAWK WAY & DRIVE PLAN & PROFILE RD10 22 NIGHTHAWK DRIVE PLAN & PROFILE RD11 23 NIGHTHAWK DRIVE PLAN & PROFILE RD12 24 NIGHTHAWK DRIVE PLAN & PROFILE RD13 25 NIGHTHAWK DRIVE PLAN & PROFILE RD14 26 NIGHTHAWK DRIVE PLAN & PROFILE RD15 27 MORNING DOVE LANE PLAN & PROFILE RD16 28 MORNING DOVE LANE PLAN & PROFILE RD17 29 MORNING DOVE LANE PLAN & PROFILE RD18 30 MORNING DOVE LANE PLAN & PROFILE RD19 31 MEADOWLARK PLACE PLAN & PROFILE RD20 32 MEADOWLARK LANE PLAN & PROFILE RD21 33 MEADOWLARK WAY PLAN & PROFILE RD22 34 FALCON WAY PLAN & PROFILE RD23 35 FALCON DRIVE PLAN & PROFILE RD24 36 FALCON DRIVE PLAN & PROFILE RD25 37 FALCON DRIVE PLAN & PROFILE RD26 38 PELICAN LAKE LANE PLAN & PROFILE RD27 39 PELICAN LAKE LANE PLAN & PROFILE RD28 40 WARBLER WAY PLAN & PROFILE RD29 41 PELICAN LAKE PLACE PLAN & PROFILE RD30 42 PELICAN LAKE DRIVE PLAN & PROFILE RD31 43 BURGHLEY COURT PLAN & PROFILE RD32 44 SNOW OWL WAY PLAN & PROFILE RD33 45 NUTHATCH WAY PLAN & PROFILE RD34 46 KING FISHER WAY PLAN & PROFILE RD35 47 CHICKADEE WAY PLAN & PROFILE RD36 48 BUNTING WAY PLAN & PROFILE RD37 49 SORA WAY PLAN & PROFILE RD38 50 EGRET ROAD PLAN & PROFILE RD39 51 EGRET ROAD PLAN & PROFILE RD40 52 BLUE HURON STREET PLAN & PROFILE RD41 53 BLUE HURON STREET PLAN & PROFILE RD42 54 BLUE HURON STREET PLAN & PROFILE RD43 55 KESTREL COURT PLAN & PROFILE RD44 56 BEEBEE DRAW FARMS PKWYY PLAN & PROFILE RD45 57 BEEBEE DRAW FARMS PKWY PLAN & PROFILE RD46 58 CUL-DE-SAC DETAILS CD1 59 CUL-DE-SAC DETAILS CD2 60 INTERSECTION DETAILS IT1 61 INTERSECTION DETAILS IT2 62 INTERSECTION DETAILS IT3 63 CUL-DE-SAC & INTERSECTION DETAILS - EAST IT4 64 OVERALL GRADING PLAN GR0 65 GRADING PLAN GR1 66 GRADING PLAN GR2 67 GRADING PLAN GR3 68 GRADING PLAN GR4 69 GRADING PLAN GR5 70 GRADING PLAN GR6 71 GRADING PLAN GR7 72 GRADING PLAN GR8 73 GRADING PLAN GR9 74 GRADING PLAN GR10 75 GRADING PLAN GR11 76 GRADING PLAN GR12 77 GRADING PLAN GR13 SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 78 GRADING PLAN GR14 79 GRADING PLAN GR15 80 GRADING PLAN GR16 81 GRADING PLAN GR17 82 GRADING PLAN GR18 83 GRADING PLAN GR19 84 GRADING PLAN GR20 85 GRADING PLAN GR21 86 GRADING PLAN GR22 87 GRADING PLAN GR23 88 GRADING PLAN GR24 89 GRADING PLAN GR25 90 GRADING PLAN GR26 91 GRADING PLAN GR27 92 GRADING PLAN - EAST GR28 93 GRADING PLAN - EAST GR29 94 GRADING PLAN - EAST GR30 95 GRADING PLAN - EAST GR31 96 GRADING PLAN - EAST GR32 97 GRADING PLAN - EAST GR33 98 EROSION CONTROL PLAN EC1 99 EROSION CONTROL PLAN EC2 100 EROSION CONTROL PLAN EC3 101 EROSION CONTROL PLAN EC4 102 EROSION CONTROL PLAN EC5 103 EROSION CONTROL PLAN EC6 104 EROSION CONTROL PLAN EC7 105 EROSION CONTROL PLAN EC8 106 EROSION CONTROL PLAN EC9 107 EROSION CONTROL PLAN EC10 108 EROSION CONTROL PLAN EC11 109 EROSION CONTROL PLAN EC12 110 EROSION CONTROL PLAN EC13 111 EROSION CONTROL PLAN - EAST EC14 112 EROSION CONTROL PLAN - EAST EC15 113 DRAINAGE PLAN DR1 114 DRAINAGE PLAN - EAST DR2 115 RETENTION POND W1 DETAIL PND1 116 RETENTION POND 4 DETAIL PND2 117 RETENTION POND W3 DETAIL PND3 118 RETENTION POND S1 DETAIL PND4 119 RETENTION POND S2 DETAIL PND5 120 RETENTION POND S3 DETAIL PND6 121 RETENTION POND S4 DETAIL PND7 122 RETENTION POND 9 DETAIL PND8 123 TEMPORARY RETENTION POND El DETAIL PND9 124 TEMPORARY RETENTION POND E2 DETAIL PND10 125 STORM SEWER PLAN & PROFILE ST1 126 STORM SEWER PLAN & PROFILE ST2 127 CHANNEL SECTIONS CH1 128 CULVERT PROFILES CLV1 129 CULVERT PROFILES CLV2 130 CULVERT PROFILES CLV3 131 SIGNAGE PLAN SP1 132 EROSION CONTROL DETAILS DT1 133 EROSION CONTROL DETAILS DT2 134 EROSION CONTROL DETAILS DT3 135 DRAINAGE DETAILS DT4 136 CONSTRUCTION DETAILS DT5 137 CONSTRUCTION DETAILS DT6 138 FINAL PLAT FP1 139 FINAL PLAT FP2 140 FINAL PLAT FP3 141 FINAL PLAT FP4 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -41.14.14.14 0 Z U) H Z w o NW dm' O Z U Q Z RCU(9W (i7) JZ> zLu=O o O_ LL Q WELD COUNTY, COLORADO \\\\\\moo PD00111111111/8/0 // a% 37660 c),..5/1 6/2025 SIONAL -\-\� //////// 111111110 PL TAJ 1/28/2025 SHEET NUMBER cs1 1 141 PLAN NUMBER M STANDARD TITLE PAGE PLAN NUMBER NUMBER O M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 O M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 O M-203-1 APPROACH ROADS 8 O M-203-2 DITCH TYPES 9 O M-203-11 SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS 10-12 (3 SHEETS) O M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 O M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 (2 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 17-18 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 MAILBOX SUPPORTS (2 SHEETS) 30-31 NURSERY STOCK DETAILS 32 O M-206-2 ® M-208-1 O M-210-1 O M-214-1 O M-216-1 O M-412-1 O M-510-1 O M-601-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 STRUCTURAL PLATE PIPE H-20 LOADING 40 SINGLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 41-42 (2 SHEETS) O M-601-2 DOUBLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 43-44 (2 SHEETS) O M-601-3 TRIPLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 45-46 (2 SHEETS) O M-601-10 HEADWALL FOR PIPES 47 O M-601-11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 O M-601-12 HEADWALLS AND PIPE OUTLET PAVING 49 O M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) ...50-51 O M-603-1 METAL PIPE (4 SHEETS) 52-55 ® M-603-2 REINFORCED CONCRETE PIPE 56 O M-603-3 PRECAST CONCRETE BOX CULVERT 57 O M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 AND POLYPROPYLENE PIPE (AASHTO M330) O M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 O M-603-6 STEEL REINFORCED POLYETHYLENE 60 AND POLYPROPYLENE PIPE (AASHTO M330) ® M-603-10 CONCRETE AND METAL END SECTIONS 61 ® M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 (3 SHEETS) O M-604-10 INLET, TYPE C 65 O M-604-11 INLET, TYPE D 66 O M-604-12 CURB INLET TYPE R (2 SHEETS) 67-68 O M-604-13 CONCRETE INLET TYPE 13 69 ® M-604-20 MANHOLES (3 SHEETS) 70-72 O M-604-25 VANE GRATE INLET (5 SHEETS) 73-77 O M-605-1 SUBSURFACE DRAINS 78 O M-606-1 M STANDARD TITLE PAGE PLAN NUMBER NUMBER MIDWEST GUARDRAIL SYSTEM TYPE 3 W -BEAM 79-97 31 INCHES (19 SHEETS) O M-606-13 GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEETS) 98-101 O M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 102-104 O M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 (11 SHEETS) WIRE FENCES AND GATES (3 SHEETS) 116-118 CHAIN LINK FENCE (3 SHEETS) 119-121 BARRIER FENCE 122 DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS) 123-127 PICKET SNOW FENCE 128 M-607-1 M-607-2 M-607-3 M-607-4 M-607-10 M-607-15 M-608-1 M-609-1 M-611-1 M-611-2 M-614-1 M-614-2 M-615-1 M-615-2 M-616-1 M-620-1 M-620-2 M-620-11 M-620-12 M-629-1 ROAD CLOSURE GATE (9 SHEETS) 129-137 CURB RAMPS (10 SHEETS) 138-147 CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 CATTLE GUARD (2 SHEETS) 152-153 DEER GUARD (2 SHEETS) 154-155 RUMBLE STRIPS (3 SHEETS) 156-158 SAND BARREL ARRAYS (2 SHEETS) 159-160 EMBANKMENT PROTECTOR TYPE 3 161 EMBANKMENT PROTECTOR TYPE 5 162 INVERTED SIPHON 163 FIELD LABORATORY CLASS 1 164 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 FIELD OFFICE CLASS 1 167 FIELD OFFICE CLASS 2 168 SURVEY MONUMENTS (2 SHEETS) 169-170 COLORADO DEPARTMENT OF TRANSPORTATION TABLE OF CONTENTS M<S STANDARDS JULY 31, 2019 O S-612-1 O S-613-1 ® S-614-1 ® S-614-2 O S-614-3 O S-614-4 O S-614-5 O S-614-6 O S-614-8 O S-614-9 O S-614-10 O S-614-11 O S-614-12 O S-614-14 O S-614-20 O S-614-21 O S-614-22 O S-614-40 O S -614-40A O S-614-41 O S-614-42 O S-614-43 O S-614-44 O S-614-50 O S-614-60 ® S-627-1 O S-630-1 O S-630-2 O S-630-3 O S-630-4 O S-630-5 O S-630-6 O S-630-7 S STANDARD TITLE PAGE NUMBER DELINEATOR INSTALLATIONS (8 SHEETS) 171-178 ROADWAY LIGHTING (8 SHEETS) 179-186 TYPICAL GROUND SIGN PLACEMENT (2 SHEETS) 187-188 CLASS I SIGNS 189 CLASS II SIGNS 190 CLASS III SIGNS (3 SHEETS) 191-193 BREAK -AWAY SIGN SUPPORT DETAILS 194-195 FOR CLASS III SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS 196-197 FOR CLASS III SIGNS (2 SHEETS) TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) 198-204 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS). 205-206 MARKER ASSEMBLY INSTALLATIONS 207 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS) 211-214 TYPICAL POLE MOUNT SIGN INSTALLATIONS 215 CONCRETE BARRIER SIGN POST INSTALLATIONS 216-217 (2 SHEETS) TYPICAL MULTI -SIGN INSTALLATIONS 218 TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS 219-223 65'-75' SINGLE MAST ARMS (5 SHEETS) ALTERNATIVE TRAFFIC SIGNAL 224-227 25'-55' SINGLE MAST ARMS (4 SHEETS) TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) CABINET FOUNDATION DETAIL (4 SHEETS) 228-240 241-244 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 245-252 (8 SHEETS) PEDESTAL POLE SIGNALS (2 SHEETS) 253-254 STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) 255-266 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 267-280 PAVEMENT MARKINGS (9 SHEETS) 281-289 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 290-313 (24 SHEETS) BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) 314 AND VERTICAL PANELS FLASHING BEACON (PORTABLE) DETAILS 315 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 316-317 DESIGN (2 SHEETS) PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 318-319 EMERGENCY PULL -OFF AREA (TEMPORARY) 320 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL 321-323 (3 SHEETS) w F- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. I W W V) O re - o ND O ' Z z ozOQ z_ Q Ro zt/� zwJoo oO_LE WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER MS1 2 141 ROW k _ 50' CL TO ROW VARIES VARIES --I 27" MIN. 9' CL 100' RIGHT-OF-WAY ROW -0.36 5' _ EOA -0.26 13' 2% 31' CL 0.00 13' 2% 1' EOA -0.36 PROPOSED ROADSIDE DITCH PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 50' CL TO ROW 5' BIKE LANE 9' -0.38 4:1 1 VARIES 27" MIN. VARIES 4:1 EXISTING GROUND PROPOSED TYPICAL SECTION FOR BEEBE DRAW FARMS PARKWAY W/ BIKE LANE ROW 15' UTILITY & DRAINAGE EASEMENT 30' CL TO ROW ♦ PROPOSED 8" WATER MAIN (5' DEPTH TYP.) VARIES • • • PROPOSED ROADSIDE DITCH VARIES 27" MIN. 9' - 1' -0.28 4:1 _ EXISTING GROUND 15' UTILITY & DRAINAGE EASEMENT VARIES ROW CL 60' RIGHT-OF-WAY ROW EOA -0.26 13' 2% 26' 30' CL TO ROW CL 0.00 13' EOA -0.26 - 2% PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 1' VARIES 15' UTILITY & DRAINAGE EASEMENT -0.28 � 4'i VARIES A 27" MIN. 2' \ _ 4:1 PROPOSED TYPICAL LOCAL ROADWAY SECTION -5'- 30' CL TO ROW ' BIKE LANE 9' PROPOSED 8" WATER MAIN �-o VARIES (5' DEPTH TYP.) 27" MIN. NOTES: EXISTING GROUND 1' -0.38 4:1 _ EOA -0.36 CL 60' RIGHT-OF-WAY 13' 2% CL 0.00 26' ROW 13' 30' CL TO ROW EOA -0.26 - 2% PROPOSED VARIES 27" MIN. PAVED ROADWAY PROPOSED GRAVEL SHOULDER PROPOSED 6" OF CDOT CLASS 5 OR 6 ROADSIDE DITCH VARIES 2' 4:1 PROPOSED ELECTRIC MAIN PROPOSED TELEPHONE MAIN PROPOSED GAS MAIN 15' UTILITY & DRAINAGE -I EASEMENT PROPOSED TYPICAL LOCAL ROADWAY SECTION W/ BIKE LANE BIKE LANE SIDE VARIES - SEE PLAN AND PROFILE SHEETS 1. ALL ROADWAYS ARE THE PROPOSED TYPICAL LOCAL ROADWAY SECTION UNLESS OTHERWISE NOTED ON THIS SHEET. 2. PAVEMENT CONSTRUCTION, INCLUDING SUBGRADE PREPARATION, REQUIRED STABILIZATION, AND SECTION THICKNESSES, SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL DUE DILIGENCE STUDY FOR PELICAN LAKES FILING 2, WELD COUNTY, COLORADO PREPARED BY AGW (PROJECT NO. 247117, DATED APRIL 29, 2025). THE CONTRACTOR SHALL REVIEW THE REPORT IN ITS ENTIRETY AND COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR ANY UPDATES BASED ON FINAL GRADING AND MATERIAL CONDITIONS ENCOUNTERED IN THE FIELD. / PROPOSED ELECTRIC MAIN PROPOSED TELEPHONE MAIN PROPOSED GAS MAIN - 8" BASE COURSE r 5.5" HOT MIX ASPHALT t CHEMICALLY OR MECHANICALLY STABILIZED SUBGRADE - SEE GEOTECHNICAL DUE DILIGENCE STUDY PROPOSED LOCAL ROAD PAVEMENT SECTION SCALE: 1 " = 2' SAFETY EDGE WITH A 30-35° SLOPE AND SHOULDER MATERIAL 30° - 35° SLOPE SUBGRADE PER GEOTECH REPORT AGGREGATE BASE COURSE PER GEOTECH REPORT ASPHALT PER GEOTECH REPORT SAFETY EDGE DETAIL 4 0 u SCALE: 1" = 2' BUNTING WAY II 2% FALCON WAY MORNING DOVE LANE MEADOWLARK PLACE FAIRBANKS DRIVE PELICAN LAKE DRIVE NUTHATCH WAY MEADOWLARK LAN KING FISHER WAY TYPICAL SECTION FOR BEEBE DRAW FARMS PARKWAY W/ BIKE LANE MEADOWLARK WAY COUNTY ROAD 32 BEEBE DRA KESTREL PLACE LEDYARD ROAD SOUTH S PAR►AY TYPICAL ROADWAY SECTION W/ BIKE LANE (LOCAL ROADS) HICKADEE WAY DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. x444444 WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKD: DATE 1/28/2025 SHEET NUMBER 0 10' 20' 1" = 10' (HORIZONTAL) TS1 3 OF 141 WELD COUNTY NOTES GENERAL NOTES 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE: a. b. c. d. e. f. g. h. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, JANUARY 2021. WELD COUNTY PROJECT SPECIAL PROVISIONS CDOT FIELD MATERIALS MANUAL CDOT CONSTRUCTION MANUAL CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT CDOT STANDARD PLANS (M&S STANDARDS) FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION) AND THE COLORADO SUPPLEMENT THERETO AASHTO ROADSIDE DESIGN GUIDE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: COLORADO DEPARTMENT OF TRANSPORTATION BID PLANS ROOM 4201 EAST ARKANSAS AVENUE DENVER, CO 80222-3400 (303) 757-9313 2. ACCESS CONSTRUCTION WITHIN ROAD ROW AND ALL ROAD IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT(S) AND NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. 3. THE CONTRACTOR SHALL PROVIDE ON -SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION SITE. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST. 5. THE CONTRACTOR MUST KEEP ALL OPERATIONS, INCLUDING ALL EQUIPMENT, WITHIN THE DELINEATED EASEMENTS, RIGHT OF WAY, AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENT CONSTRUCTION EASEMENTS MAY BE REQUIRED. 6. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN WELD COUNTY RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 7. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN WELD COUNTY RIGHT OF WAY. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. 9. THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE WELD COUNTY RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS PERMIT AND RIGHT-OF-WAY USE PERMIT. 10. FAILURE TO COMPLY WITH STORMWATER REGULATORY REQUIREMENTS MAY RESULT IN ENFORCEMENT ACTIONS. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS. UNLESS OTHERWISE IDENTIFIED BY WELD COUNTY OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML 11. THE TYPES, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL COLORADO 811. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES. 12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS, INCLUDING FENCES, SIGNS, CULVERTS, AND ROADS, DAMAGED DURING EXECUTION OF THE WORK. 13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD. DAMAGED PINS WILL BE REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 14. ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT IN THE GEOTECHNICAL DUE DILIGENCE STUDY FOR PELICAN LAKES, FILING 2, PREPARED BY AGW, DATED APRIL 29, 2025. 15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER, AS IDENTIFIED IN CONTRACT DOCUMENTS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS FROM ALL ROADS AT THE END OF EACH WORK DAY. 18. PRIOR TO EARTHWORK CONSTRUCTION, EXISTING CONCRETE, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHOULD BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS. 19. NO FILL MATERIAL SHALL BE PLACED, WORKED, AND OR ROLLED WHILE THE MATERIAL IS FROZEN, THAWING, OR DURING POOR/INCLEMENT WEATHER CONDITIONS. 20. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANY TIME. 21. NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT, ON WEEKENDS, ON HOLIDAYS, OR DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY. 22. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BE SAWCUT AT PROJECT EXTENTS, WHERE NEW ASPHALT OR CONCRETE PAVEMENT WILL BE PLACED. 23. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES MUST BE MAINTAINED BY THE CONTRACTOR. 24. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE, OR APPROVED BY WELD COUNTY RIGHT-OF-WAY USE PERMIT. 25. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. 26. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 27. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE TO KEEP A COPY OF THE CONSTRUCTION PLANS AT THE SITE AT ALL TIMES. 28. CONTRACTOR SHALL SUPPLY CERTIFIED WEIGHT OR QUANTITY TICKETS FOR PAY ITEMS. TICKETS SHALL BE SUBMITTED WITHIN 48 HOURS OF DELIVERY. 29. A WELD COUNTY RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ALL WORK WITHIN WELD COUNTY RIGHT-OF-WAY. 30. INSPECTIONS BY WELD COUNTY ARE REQUIRED IN COMPLIANCE WITH THE WELD COUNTY RIGHT-OF-WAY USE PERMIT. WELD COUNTY SHALL BE NOTIFIED OF INSPECTION/TESTING AT LEAST 48 HOURS PRIOR TO INSPECTION/TEST. 31. TESTING FOR WORK WITHIN THE WELD COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE CDOT FIELD MATERIAL MANUAL. 32. SCALE TICKETS WILL BE SUBMITTED AS DOCUMENTATION THAT TRUCKING PERMITS ARE BEING OBSERVED. COUNTY RESERVES RIGHT TO VIEW OR RETAIN ANY AND ALL SCALE TICKETS. 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, THE WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023, OR AS AMENDED, AND THE M&S STANDARD PLANS DATED MAY 2024, OR AS AMENDED. ALL WORK WILL BE INSPECTED AND APPROVED BY THE COUNTY INSPECTOR. 2. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE CONTRACT, AND (1) COPY OF THE STORMWATER MANAGEMENT PLAN FOR THE PROJECT 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 4. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR BY SWEEPING. THE CONTRACTOR SHALL REPAIR ANY PAVEMENT FAILURES CAUSED BY THE CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE WORK. 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION AT AND ADJACENT TO THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 6. THE CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE R.O.W., EASEMENTS, AND THOSE AREAS WITHIN THE LIMITS OF CONSTRUCTION AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL KEEP EQUIPMENT AND MATERIAL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER AGREEMENTS WITH PROPERTY OWNERS AS DEEMED NECESSARY. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR STAGING OUTSIDE THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS WITHOUT PRIOR APPROVAL FROM THE PROJECT INSPECTOR. 7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF THEIR PROPERTY AND/OR THEIR DRIVEWAY. 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE PROJECT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATION AND TRENCHING. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE THROUGHOUT CONSTRUCTION. 12. THE CONTRACTOR SHALL ADDRESS LOCAL DRAINAGE DURING EACH PHASE OF CONSTRUCTION. THIS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 13. ALL BACKFILL MATERIAL AND EMBANKMENT SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND TECHNICAL SPECIFICATIONS AND THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, EXCEPT WHERE NOTED OTHERWISE. 14. TYPE OF COMPACTION FOR ABC CLASS 6 WILL BE AASHTO T-180. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT AND THE REMAINDER OF THE PROJECT IS AASHTO T-209 / SECTION 203 OF CDOT RED BOOK NOTE G1. 15. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING, BUT NOT LIMITED TO, DRIVES, FENCES, RETAINING WALLS, TREES, VEGETATION, AND BURIED IRRIGATION. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITH 48 HOURS OF NOTIFICATION BY THE OWNER. 16. BREAKPOINTS ON SLOPES AND IN BOTTOM OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE. 17. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED PER THE TYPICAL CROSS SECTION, USING A SAW AND OR ROTOMILL OR OTHER METHOD AS APPROVED BY THE ENGINEER, TO CREATE A CLEAN CONSTRUCTION JOINT. THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING. THE CONTRACTOR WILL BE REQUIRED TO PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATIONS. THE RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. 18. THE CONTRACTOR SHALL NOT LEAVE A VERTICAL EDGE NEXT TO TRAVELED WAY DURING CONSTRUCTION. ALL SLOPED SHALL NOT BE LESS THAN A 4:1 TAPER. 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATIONS. 20. THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 21. CONSTRUCTION SHALL FOLLOW THE PHASING PLAN. ANY VARIATIONS SHALL BE SUBMITTED TO THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION FOR APPROVAL OR REJECTION. 22. ALL DETOUR PAVING SHALL INCLUDE, BUT NOT BE LIMITED TO, ASPHALT, ABC, EMBANKMENT MATERIAL, TEMPORARY CULVERT EXTENSIONS, AND ANYTHING ELSE REQUIRED TO SAFELY ACCOMMODATE TEMPORARY TRAFFIC AS DIRECTED BY THE ENGINEER. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND SERVICE LATERALS (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, OR 811, AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING EXCAVATIONS OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UNREGISTERED UTILITIES ARE TO BE LOCATED BY CONTRACTING THE RESPECTIVE REPRESENTATIVES. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE DAMAGED DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES AND IRRIGATION SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. 2. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE TIMELY RELOCATION OF THEIR FACILITIES. THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND UNFORESEEN IMPACTED UTILITIES. THE UTILITY WORK SHALL BE INCLUDED IN THE CONTRACTOR'S SCHEDULE. TRAFFIC CONTROL NOTES 1. A TRAFFIC CONTROL PLAN FOLLOWING MUTCD SHALL BE SUBMITTED TO WELD COUNTY PUBLIC WORKS AT LEAST TWO WEEKS PRIOR TO EFFECTING TRAFFIC FOR APPROVAL. THIS TRAFFIC CONTROL PLAN SHALL INCLUDE DETAILS ABOUT MAINTAINING ACCESS DURING CONSTRUCTION, ONE ACCESS SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED TRAFFIC CONTROL PLAN. MHT MUST BE SIGNED BY A TCS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY CONSTRUCTION ACTIVITIES. ALL ROAD CLOSURES EXCEEDING 72 HOURS MUST BE APPROVED BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS. 2. CERTIFIED FLAGGERS WILL BE ALLOWED WHEN NECESSARY FOR CONSTRUCTION DURING DAYLIGHT HOURS. TWO 12 FOOT LANES PLUS 2 FOOT SHOULDERS MUST BE ESTABLISHED TO ACCOMODATE TRAFFIC DURING ALL NIGHT TIME HOURS. EARTHWORK NOTES 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST FOR THE DUST PALLIATIVE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF GRADING. SURVEY NOTES 1. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND RESET IF DAMAGED. ENVIRONMENTAL NOTES 1. ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA WILL BE CLEAN OF NOXIOUS WEEDS AND WILL BE SUBJECT TO INSPECTION. ALL VEHICLES WILL BE WASHED THOROUGHLY TO REMOVE DIRT, PLANT MATERIALS, AND OTHER FOREIGN MATERIALS PRIOR TO ENTERING THE PROJECT SITE. NOXIOUS WEEDS OBSERVED IN AND NEAR THE CONSTRUCTION SITE SHALL BE TREATED WITH HERBICIDE OR MECHANICALLY REMOVED PRIOR TO ANY GROUND DISTURBANCE. SOIL SUPPORTING NOXIOUS WEEDS OF MORE THAN 10 PERCENT SHALL NOT BE USED AS TOPSOIL DURING REVEGETATION EFFORTS. 2. A QUALIFIED BIOLOGIST SHALL CONDUCT A BIRDS OF PREY SURVEY PRIOR TO START OF ANY CONSTRUCTION THAT IS PLANNED TO OCCUR BETWEEN FEBRUARY 1 AND AUGUST 31. THE SURVEY SHALL BE CONDUCTED NO MORE THAN 7 DAYS PRIOR TO CONSTRUCTION. IF AN ACTIVE NEST IS OBSERVED WITHIN THE RECOMMENDED 50 FOOT BUFFER AREA, THE CONTRACTOR SHALL INFORM THE PROJECT ENGINEER. THE PROJECT ENGINEER WILL CONTACT THE REGIONAL BIOLOGIST FOR GUIDANCE AS TO WHETHER ACTIVITIES NEED TO BE MODIFIED OR LIMITED IN CERTAIN AREAS OF THE PROJECT IN ORDER TO COMPLY WITH THE CPW RECOMMENDED BUFFER ZONES AND SEASONAL RESTRICTIONS FOR COLORADO RAPTORS GUIDANCE. 3. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN COLORADO, MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. 4. CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES OR LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. FAILURE TO MAINTAIN VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE PROJECT CONSTRUCTION. SIGNAGE AND STRIPING NOTES 1. ALL EXISTING MARKINGS THAT CONFLICT WITH PROPOSED CONSTRUCTION TRAFFIC CONTROL SHALL BE OBLITERATED. 2. ALL NEW SIGNS SHALL HAVE A MINIMUM THICKNESS OF 0.100" 3. EXISTING SIGNS SHALL BE REMOVED AND REINSTALLED AS DIRECTED BY THE ENGINEER AND AS SHOWN IN THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SIGNS THAT ARE DAMAGED OR LOST DURING CONSTRUCTION. 4. SIGN POSTS SHALL BE 2" X 2" PERFORATED STEEL SQUARE TUBING (14 GAUGE). 5. SIGNPOST BASES SHALL BE DRIVABLE 2.25" X 2.25" (12 GAUGE) (3 -FT IN LENGTH). 6. BASES SHALL BE INCLUDED IN COST OF SIGN POSTS. TOP OF BASE SHALL BE ±3" ABOVE FINISHED GRADE 7. NO RIVETED HARDWARE, APPROPRIATE STAINLESS STEEL HARDWARE WITH LOCKING WASHERS. 8. PERMANENT STRIPING LAYOUT SHALL BE "CAT -TRACKED" FOR WELD COUNTY'S APPROVAL PRIOR TO PERMANENT STRIPING OPERATIONS. 9. ALL SIGNAGE CONFLICTING WITH CONSTRUCTION SIGNAGE SHALL BE MASKED. • 10. DELINEATORS (TYPE III) SHALL BE PLACED AT CULVERT CROSSING LOCATIONS SHOWN ON DRAWINGS, PER WELD COUNTY STANDARD SPECIFICATIONS AND APPROVED PRODUCTS LIST (APL). W H Q O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -<1.14.14.14 2 O ,(L) u) w W B� o< NO Z zO� ozQzV W I(7)=I0 LL a WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER GN1 4 Or 141 SURVEY CONTROL DIAGRAM / PELICAN LAKES FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO 1 18117 FOUND 3.25" ALUM. CAP PLS 38285 2015 WELD COUNTY ROAD 39 M94922 N 00°29'45" W 5259.75' 16117 19120 FOUND 3.25"ALUM. CAP PLS 38285 2015 WESTERLY LINE, W 1/2 SEC. 17 M94921 REI LTD LIABILITY CO INVESTORS L TO. LIABIL ITYCO. (SHERIFF'S DEED) REC. NO. 2393929 M95064 N 89°18'24" E 5327.56' M95056 P59939 M95048 M95063 M95030 P59941 NORTHERLY LINE, N 1/2 SEC. 17 NW1/4 SECTION 17 NE1/4 SECTION 17 T3N R65W 6TH PM T3N R65W 6TH PM FOUND PANEL POINT 102 60O NAIL ci...., RE/LTD LIABILITY CO INVESTORS LTD. LIABILITY CO. (SHERIFF'S DEED) REC. NO 2393929 N 89°25'42" E 5327.77' SOUTHERLY LINE, S 1/2 SEC. 17 M94935 SW1/4 SECTION 17 SE1/4 SECTION 17 T3N R65W 6TH PM T3N R65W 6TH PM S 89°33'21" W 2663.90' SOUTHERLY LINE, SW 1/4 SEC. 17 M94945 M95035 M94931 FOUND PANEL POINT 105 60D NAIL M95024 M95019 RP7368 N 00°30'03" W 2641.20' M94944 17116 FOUND 2.5"ALUM. CAP PLS 23501 WESTERLY LINE, NW 1/4 SEC. 17 M94918 N 00°29'55" W 2641.36' 1/4 CORNER SEC 17/SEC 20 FOUND 3.25" ALUM. CAP PLS 33642 2006 S 89°32'52" W 2663.99' SOUTHERLY LINE, SE 1/4 SEC. 17 WELD COUNTY ROAD 32 17/16 20121 FOUND 2.5"ALUM. CAP PLS 32829 2000 1/4 CORNER SEC 17/SEC 16 FOUND 2.5"ALUM. CAP PLS 20671 WESTERLY LINE, SW 1/4 SEC. 16 M94952 M94951 M95009 M95014 M95008 FOUND PANEL POINT 101 MAG NAIL M94917 RE/ LTD LIABILITY CO (SHERIFF'S DEED) REC. NO 2393929 N 89°41'00" E 2560.65' NORTHERLY LINE, NW 1/4 SEC. 16 NW1/4 SECTION 16 T3N R65W 6TH PM SW1/4 SECTION 16 T3N R65W 6TH PM 1/4 CORNER SEC 9/SEC 16 2.5" ALUM. CAP PLS 20671 2008 (17 M94937 STA TE OF COLORADO REC. NO. 218O623 N 89°34'15" E 5130.33' NORTHERLY LINE, S 1/2 SEC. 16 N 89°41'16" E 2560.83' NORTHERLY LINE, NE 1/4 SEC. 16 NE1/4 SECTION 16 T3N R65W 6TH PM 1 / M94943 S 00°41'39" E 2630.96' FOUND PANEL POINT 106 60D NAIL M94938 9/10 16/15 3.25" ALUM. CAP PLS 16415 1995 EASTERLY LINE, NE 1/4 SEC. 16 SE1/4 SECTION 16 T3N R65W 6TH PM LEGEND SECTION CORNER AS NOTED CALCULATED SECTION CORNER FOUND PROPERTY CORNER MARKED PLS 11399 FOUND PROPERTY CORNER MARKED PLS 16415 FOUND PROPERTY CORNER MARKED PLS 32829 SET PROPERTY CORNER MARKED PLS 37070 S 89°27'15" W 5139.32' SOUTHERLY LINE, S 1/2 SEC. 16 M94919 .c 00°41'40" E 2630.93' 1/4 CORNER SEC 16/SEC 15 3.25"ALUM. CAP PLS 37045 EASTERLY LINE, SE 1/4 SEC. 16 FOUND PANEL POINT 100 MAG NAIL M94916 16115 21122 3.25" BRASS CAP PARTIALLY ILLEGIBLE PLS 16415 SCALE: N.T.S. DATE: 01/13/25 JOB NO.: 249011 JOB NAME: PELICAN LAKE RANCH FILING NO2 DRAWN: JAH CHK: CAD REV: AFE NO: CL/ENT NAME." REI, LLC /INVESTORS LLC REV. # REVISION DATE & DESCRIPTION Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SHEET NUMBER SC1 5 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE CRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLANDYJOPLOTTEDJan 13, 2025 1227pm SURVEY CONTROL DIA GRAM/PEL/CAN LAKES FILING NO. 2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO M94927 N89°32'11"E 2652.19' 817 FOUND 3.25" ALUM. CAP PLS 38285 2015 N 00°09'04" W 2646.21' WELD COUNTY ROAD 39 1/4 CORNER SEC 7/SEC 8 3.25"ALUM. CAP PLS 38285 2015 WESTERLY LINE, NW 1/4 SEC. 8 P59938 N 00°09'42" W 2645.98' 27 18117 FOUND 3.25" ALUM. CAP PLS 38285 2015 959940 M94934 N N FOUND PANEL POINT 104 NAIL GONE, SHOT AT PAINT LEG INTERSECTION *s.............................."......%"".""*"."."*"..........j M95070 M94922 NORTHERLY LINE, NW 1/4 SEC. 8 M95075 M94950 1/4 CORNER SEC 5/SEC 8 FOUND 3.25"ALUM. CAP PLS 37045 CAP STAMPED INCORRECTLY N 89°32'14" E 2652.19' NORTHERLY LINE, NE 1/4 SEC. 8 NW1/4 SECTION 8 NE1/4 SECTION 8 T3N R65W 6TH PM T3N R65W 6TH PM SW1/4 SECTION 8 �Y N 89°25'07"E 5316.24' PAR INAi NORTHERLY LINE, S 1/2 SEC. 8 BEE BE Dry' FARMS SE1/4 SECTION 8 T3NR65W 6TH PM T3N R65W 6TH PM M95069 M95068 RE/ L TD LIABILITY CO INVESTORS LTD. LIABILITY CO. (SHERIFF'S DEED) REC. NO 2393929 M95064 N 89°18'24"E 5327.56' I M95063 NORTHERLY LINE, N 1/2 SEC. 17 N 00°2420" W 2635.46' 17116 FOUND 2.5"ALUM. CAP PLS 23501 M95056 P59939 M95048 N / 7 M94931 FOUND PANEL POINT 105 60D NAIL M95030 M95024 M95019 P59941 M95035 N 00°2428" W 2635.24' RP7369 M94933 514 819 3.25"ALUM. CAP PLS 16425 1985 WESTERLY LINE, NW 1/4 SEC. 9 / 7 1/4 CORNER SEC 8/SEC 9 3.25"ALUM. CAP PLS 34995 M95011 RP7385 RP7396 M95012 M95014 RP7397 BEEBEpR,414/FAR SP4RKkgY NORTHERLY LINE, NW 1/4 SEC. 9 RP7398 NW1/4 SECTION 9 T3N R65W 6TH PM M97654 M97653 M97652 M97651 M97650 M97649 M97647 M94936 RE/LTD LIABIL/TYCO (SHERIFF'S DEED) REC. NO 2393929 M97648 M94952 SW1/4 SECTION 9 T3N R65W 6TH PM M94951 M95009 RE/ L TDL/ABILITY CO RP7368 (SHERIFF'S DEED) REC NO. 2393929 N 89°41'00" E 2560.65' NORTHERLY LINE, NW 1/4 SEC. 16 N 89°38'32" E 5193.18' NORTHERLY LINE, S 1/2 SEC. 9 M95006 M95008 1/4 CORNER SEC 9/SEC 16 2.5"ALUM. CAP PLS 20671 2008 1/4 CORNER SEC 4/SEC 9 FOUND 3.25" ALUM. CAP PLS 33642 2006 03 W O3 CO N LL1 N .(N1 Cr aw M95005 NE1/4 SECTION 9 T3N R65W 6TH PM M94940 N 89°35'58" E 2632.40' . NORTHERLY LINE, NE 1/4 SEC. 9 SE/4 SECTION 9 T3N R65W 6TH PM M94937 M94941 M94942 N 89°41'16"E 2560.83' NORTHERLY LINE, II NE 1/4 SEC. 16 S 01°08'55" W 2640.14' S 01°09'03" W 2640.26' EASTERLY LINE, NE 1/4 SEC. 9 1 9110 FOUND 3.25" ALUM. CAP PLS 16425 1985 1/4 CORNER SEC 9/SEC 10 2.5" ALUM. CAP PLS 32444 2011 FOUND PANEL POINT 106 60D NAIL M94938 9/10 16/15 3.25" ALUM. CAP PLS 16415 1995 SCALE N.T.S. DATE: 01/13/25 CLIENT NAME,. REI, LLC /INVESTORS LLC SHEET NUMBER JOB NO.: 249011 REV. # REVISION DATE & DESCRIPTION JOB NAME: PELICAN LAKE RANCH FILING N02 DRAWN: JAH CHK: CAD REV: AFE NO: Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SC2 6 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS 120201OTHERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS\209025_EURVEY CONTROL PLAN.DWG PLOTTEDJan 13, 20251228pm SURVEY CONTROL DIAGRAM / PELICAN LAKES FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO N 1/16 CORNER SEC 6/SEC 5 3.25"ALUM. CAP PLS 38285 2015 1/4 CORNER SEC 6/SEC 5 3.25" ALUM. CAP PLS 38285 2015 WELD COUNTY ROAD 39 N 00°24'32" W 1327.36' WESTERLY LINE, SW 1/4 NW 1/4 SEC. 5 RP6765 N 00°25'14" W 2653.99' 1 8/7 FOUND 3.25" ALUM. CAP PLS 38285 2015 WESTERLY LINE, SW 1/4 SEC. 5 M94927 NW1/4 SECTION 5 T3N R65W 6TH PM SW1/4 SECTION 5 T3N R65W 6TH PM N 89°32'11" E 2652.19' 1/4 CORNER SEC 32/SEC 5 FOUND 3.25"ALUM. CAP PLS 11399 N 89°39'53" E 1333.19' N 89°39'57" E 1333.31' WELD COUNTY ROAD 38 N 89°45'51" E 2638.43' C-N 1/16 CORNER SECTION 5 3" ALUM. CAP PARTIALLY ILLEGIBLE PLS 16425 19XX RP6804 RP6766 N 89°38'12" E 5297.92' NORTHERLY LINE, S 1/2 SEC. 5 NORTHERLY LINE, NW 1/4 SEC. 8 M94950 NORTHERLY LINE, NW 1/4 NE 1/4 SEC. 5 N 89°43'50" E 1331.20' SOUTHERLY LINE, NW 1/4 NE 1/4 SEC. 5 %1 E 1/16 CORNER NORTHERLY LINE, NE 1/4 NE 1/4 SEC. 5 RP7402 / SEC 32/SEC 5 FOUND 2"ALUM. CAP PLS ILLEGIBLE NE1/4 SECT/ON 5 T3N R65W 6TH PM RP6768 NW 1/16 CORNER SECTION 5 NOT FOUND SE1/4 SECT/ON 5 T3N R65W 6TH PM N 89°32'14" E 2652.19' N89°32'11"E 1331.46' SOUTHERLY LINE, NE 1/4 NE 1/4 SEC. 5 32133 RP6780 514 2.5"ALUM. CAP PLS 38572 2021 RP6779 N 00°33'38" W 2644.75' 1/4 CORNER SEC 5/SEC 8 FOUND 3.25"ALUM. CAP PLS 37045 CAP STAMPED INCORRECTLY NORTHERLY LINE, NE 1/4 SEC. 8 1/4 CORNER SEC 5/SEC 4 2.5" ALUM. CAP PLS 20671 2008 WESTERLY LINE, SW 1/4 SEC. M94933 NORTHERLY LINE, NW 1/4 SEC. 4 RP6786 N 89°24'41" E 2620.70' 1/4 CORNER SEC 33/SEC 4 3" BRASS CAP PLS ILLEGIBLE NW1/4 SECTION 4 NE1/4 SECT/ON 4 T3N R65W 6TH PM T3N R65W 6TH PM 514 819 3.25"ALUM. CAP PLS 16425 1985 RP7385 RP7396 SW1/4 SECT/ON 4 SE1/4 SECT/ON 4 T3N R65W 6TH PM N 89°35'54" E 2632.48' NORTHERLY LINE, NW 1/4 SEC. 9 BEEBEDRqk1/FARMSP,4R1rW4 RE/LTD LIABILITY CO (SHERIFF'S DEED) REC. NO. 2393929 M94936 T3N R65W 6TH PM 1/4 CORNER SEC 4/SEC 9 FOUND 3.25" ALUM. CAP PLS 33642 2006 NORTHERLY LINE, NE 1/4 SEC. 4 RP6789 J M94940 N 89°35'58" E 2632.40' NORTHERLY LINE, V NE 1/4 SEC. 9 N W N M 33/34 413 FOUND 2.5"ALUM. CAP ILLEGIBLE EASTERLY LINE, E 1/2 SE 1/4 SEC. 4 1 9110 FOUND 3.25" ALUM. CAP PLS 16425 1985 SCALE. N.T.S. DATE: 01/13/25 CL/ENT NAME." REI, LLC /INVESTORS LLC SHEET NUMBER JOB NO.: 249011 REV. # REVISION DATE & DESCRIPTION JOB NAME: PELICAN LAKE RANCH FILING N02 DRAWN: JAH CHK: CAD REV: AFE NO: Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SC3 7 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS 120201OTHERS1209025-BEEBE CRAW REZONE-PUDIDRAWINGS\209025_SURVEY CONTROL PLADian 13, 2025 12:26pm III II II II II III — I) 0 0 re I - z O I RED PHASE TRACT C 207 223 224 231 232 210 211 PURPLE PHASE TRACT E FILING NO. 1 i FALCON WAY 239 TRACT K 252 251 250 138 BLUE PHASE MORNING DOVE LANE 213 214 215 216 W ARBLER W A NUTHATCH WAY 164 161 LEDYARD ROAD SOUTH TRACT J 163 155 133 YELLOW PHASE 194 130 200 199 198 197 196 128 18 MEADOWLARK PLACE 100 64 PINK 54 PHASE 43 50 49 9w 56 I3 BUNTING WAY MEADOWLARK LANE _ KING FISHER WAY 97 C PINK 61 82 PHASE GRAY PHASE FAIRBANKS DRIVE TRACT G PELICAN LAKE DRIVE 102 BROWN PHASE COUNTY ROAD 32 CYAN PHASE TRACT H 104 105 106 -MEADOWLARK WAY 123 PINK PHASE 122 121 120 114 115 GREEN PHASE 113 117 111 110 109 CHICKADEE WAY i ORANGE PHASE TRACT M BEEBE DRAW FARMS PARKWAY TRACT P 275 2 V 274 273 i 262 O F '4 263 F 264 265 266 TRACT R i PHASING RED PHASE 27 LOTS BLUE PHASE 29 LOTS GREEN PHASE 29 LOTS PURPLE PHASE 22 LOTS YELLOW PHASE 21 LOTS BROWN PHASE 33 LOTS CYAN PHASE 28 LOTS PINK PHASE 36 LOTS GRAY PHASE 27 LOTS ORANGE PHASE 31 LOTS TOTAL 283 LOTS F milo !N et H w I- Q O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO WELD COUNTY, COLORADO 0 600' 1200' s>✓ 1" = 600' (HORIZONTAL) 37660 X3O 5/16/2025 i 6NAI PL TAJ CHM. DATE 1/28/2025 SHEET NUMBER PH1 8 141 w <1- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. - QaQaQaQ G OH- r w I 201 202 I 203 1204 L - I 1205 I /0 m / /Z / Q 206 L- JI7 I 207 L-1 I I 1208 L - I 30 L- - r — — 28 L — — — — 27 \_ _ \ 26 — — — ✓ 25 w 24 C ✓ 23 Q • 22 a 217 223 224 I I ... G TRACT Q TRACT B \\\L__--�1 1� II II I ____ - \\ 182 73 /� / / I I 200 I 1199 I 198 1197 1196 I L — — — r 21 35 I \\ � 11951 --J I 181 \\ //I 9 77 \ \ J I I I -L- .. - ---�---� I \// /, 1 r/ MEADOWLARK LANE L-20- J I, 36 J L-�� ' �� _ r---�, T---� -/9\\ 70 71 I I 72 9.t/�- \ 101 I 96 I 19 37 69 l - �. 95 78 --- _ __ 4 KING FISHER WAY = - - L _ 18 _ J - - - _i I I r � r--- MEADOWLARK PLACE I 64 \ - \ 100 - � 97 39 I I I 68 /// ii I II /\ 79 >-__ I I 9a I ___i L --_II I //// 67 II 66 11 65 11 // c+ \ � `vJ - 16 7 / \ // J L _ - // 63 77 ti 80 \ / / I 93 I N 98 • -1 4 - L 41 > 52 // -1,//. // 53 �\ � \�` ;� 62 �G �\ 81 L--� ' 42\1 f 51 \vJ // 54 /\� TRACT \�%/ ,. /// 13 / // / PELICAN LAKE PLACE I- 12 / 50 ` // \ \ \ 60\\ / TRACT H L----� \ \ �� 49 �� 56 > \ ,�' \ / 1 228 \ r 229 \ / \ • ----� \\ \ 236 Z 230 — \\ — — A 231 Tfl 232 233 1 \ A\ I I p L_] _I \\ =-��-- 209 II II II \ \ 213 II 210 II 211 II 212 \ II II II; L J A4 184 `/ V' \\ \ / / / ,--\ ^< 75 // /\\ // 183 / 74 FILING NO. 1 FALCON WAY / / 151 // - - F/ 173 \ \ I I \ TRACT L ^ \ // 150 �\ 171 II 170 \\� \\ , \ N/ / \�' < / 172 186 \. / 164 // / � // 161 / \ // 163 / L--� \\ 185 187 // q4COHO 162 // 188 / / R�VF /// 189 1/ \ r 169,11 \ 149 / //�` W pRgLER WAY E K1^ _ _ N N // \ \ / N/< 148 \ \\ 166 I\ 167 \\ 168 IN 160 // 159 /iN \N \ / J II \ 165 \, \ IN 3 / / NUTHATCH WAY NN \,---1 ��i� / 154 �/ /-L_ j --� / 155 157 I // PROPOSED 8" WATER MAIN (5' DEPTH TYP.) TRACT T 140 VARIES VARIES 27" MIN. PROPOSED ROADSIDE DITCH EXISTING GROUND CL 60' RIGHT-OF-WAY 30' CL TO ROW 26' 9' - 13' -1- 13' 30' CL TO ROW PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 VARIES 27" MIN. VARIES PROPOSED TYPICAL LOCAL ROADWAY SECTION 77 139 7/ / / 77 LEDYARD ROAD SOUTH 146 \ TRACT J 158 / 43 \ / � ( 48 10 / L-- / ---�� 9 1 8 \\ • y o� L --- L 7 TRACTU I 1- 38 // 45 / < 5 �_ NN / \\ 3 \\/ / BUNTING WAY -J c 4 \ I I 46 \ 47 57 1 TRACT A 61 1/ 190 II 191 II 192 I I 193 L_-JL__-JL- \ J L__ 194 59 1 - -�- _ \ 82 / /vN / \ \ // / N v 83 / / 7, / \/ 84 7 / // \ // / \ // > 85 58 7 FAIRBANKS DRIVE I / / PELICAN LAKE DRIVE \ 102 L --J L --J TRACT G -`h 1 = II // //%7 I - ---I 135 131 7( /127 JL 128 129 I 17-OWLARK WAY 123 I I 137 136 -15-67 125 I 124 CHIC ADEE WAY 122 121 I 114 115 j 117 \ 113 90 112 111 110 TRACT I -(FOUNTY ROAD 32 ...„.KESTREL PLACE 267 TRACT N TRACT S EAST AREA PVC SLEEVE (TYP) MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN THE BOTTOM OF ALL CULVERTS/FLARED END SECTION AND THE TOP OF ALL DRY UTILTIIES GAS MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN THE BOTTOM OF ALL DRY UTILITIES AND THE TOP OF ALL WATER MAIN PROPOSED TELEPHONE MAIN 262 I 263 264 I 265 I TYPICAL INTERSECTION SLEEVING DETAIL FO - W OH LEGEND PROPOSED WATER MAIN PROPOSED GAS MAIN PROPOSED TELEPHONE MAIN PROPOSED ELECTRIC MAIN PROPOSED CULVERT/STORM SEWER EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE EXISTING EASEMENT PROPOSED EASEMENT OIL & GAS SETBACK RED PHASE BLUE PHASE GREEN PHASE PURPLE PHASE YELLOW PHASE BROWN PHASE CYAN PHASE PINK PHASE GRAY PHASE ORANGE PHASE El Lu' DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. —4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO fL) g od >- ROYW WELD COUNTY, COLORADO 400' 800' 1" = 400' (HORIZONTAL) PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER UT1 SCALE: 1" = 20' 10 141 EXISTING CONDITIONS NOTES: ` `1 / • -, c \ \ ' J \ I / / I I \ ` • \ , / I 1 �\ / / - f • / ` 1 l t '\'./ — `�\\\\\\\I\\ S /•,\. \ I 1 \I,\\\ \\\\ \ I _\ ":"_:‘,:s., \\\ \ N„,\‘‘ \\ \\\\\\\ \I \ / A \\\,, A A- AA _ AA \\\ '---\\••‘\,' --- \‘\\\\\'\ \ / I \N.-',1.--__.--., \ \ \ I I `-- \ \ \ / / \ I\ I I \\\\ N\` \ �\. \ I \\ \/.\ \ \, `\II( ►.\ \\N \ 1 . \\\.. II I I (--\\\ \\ % \ --\ 1 I\ 1• '/\-`N�\` N. II \\ \1 \\\\\\\\\\\\\;\`.,.\ �� / )\` \ \ f /� ' I I \` �, �i►'\a�� \..'�• %yam - \ I I vA I 11 I , A I I (\N \\_J I 111)1/-`\' \ ,\ x + I� \ -1 / \ \ ,,\_),,,,...„-,-_-_,/„\\\4-:\'`,7,c),\,-----,- -- \1 I \`\\\`�\\\\ `\ \\ \ \ \\ N \_1 I 1 _ �_'//�l/ \ \ 1 / \\\\\ \\l 1 ( ,\� \ \\\\ \ \ 2'. I , I 1 2-71\ ,�` II,OI p\\\\�` Is. 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' ,/ , / / // / / //' / RESPECTIVE UTILITY COMPANY ..ice,/, I I , \ -! ---17- /-/ ;;:,''1//41::///// /, / 1 1 1 1 1 1 11 -...: / IZI -__\_________„„\\\N\ \ \1___-.....,_,' ; \ I ` ) I ', I\ 1 ( REMOVE & RESET EXISTING FENCE TO C / ) / ' \\\\\ ) i \ I\ 1\ \� PROPOSED R.O.W. ALONG FILING 2 FRONTAGE �� - - \\\ \ \ \ l I \ \T:\::::\‘\\,- N I \ \ __II) \• \ \ \ ,,, ....2,,ii: .:,,,,i,,,, ,,,;(.11)\\\\\\I:1\\\ .\\\\. \\N•i\\::)1: I:I:\ , \/ \,‘ \ ‘G) ; ,/ \ , / / 1 \ \ I I \ \ \ \ ` I \ \ 1 \ \ I \ I 1 111 if , �\ 1111 TN / • \\O \ \ ./ COUNTY ROAD 32 `i (SEE SEPARATE PLAN SET) , \ \ 1N. • \\ N \1\`\\ \ \ J a / / J 11 \ � ` l �J l ; � \ \ \ 48O (\ \` ,, I ` \\\\ 11 \ tt 1 I \ • • \ 1 \ • \ \ 1�\\\ ` O \\ \\• • i \ \ 1 \ .\ �\ \ 1\ \l\\ \il111\\\\ \\\\\ \\ \ I / N \ I I!„) 1/ 1 I 1 4 I ,// oho' i \ \ \ \ Y 1 1 \ \ CAI `\ \ O' v•A A V O / \ \_ I I / I 1 ` \ I \• \ • \ • I / I; I• I Y I ` \ f1 I( 1 / II/ /' \\`1\ --\'\\ , \_- ,\\\ \\•\11 1 - - :\-:,:,,-10R \1 \\' .� vv A\ I. A I l I I / 1 --- /� �:.- --, A N \\ / / /\\\.\ , \ "�• `-J - \ "` N-1/ , \ \..\ 1r `\ --1 \\\ •\`� // _- i 1 \\\`` I rI ' I / / 1AI 1111 t / \\ \,\\\ . Ir I t I/ I I I \ II 03 /i °11 �vA`�,t A, 1/1J///-vv�I\\\\\yam ' 14 \ `\` I/ \\\l \ \\` \\\\; \•Ate\ I I 1 \ \ \\ — / , \ 11 . \ \ \\\ \VO \\ ` J l \ 1 \, I 11 / I \ > l GRAVEL ROAD/TRAIL TO BE \ \ \\\ A,y% , _�;\ ' N �� % ``"/' REMOVED DUE TO GRADING (TYP) _ v.. ��' vvv V ` \ I �. , v v --J/ / �I, \\\x,[840 ♦ \-'.';\\\V,\\ \\\ ` `\` f ^�\ -' / ( w J \\ LO \'‘. \ 1 \ `\ ``\� \`\ \ I I/(___//:::\ AA \ V A �\\ \vN v v 4 / \ O vA \ I 1 >>>)/ \\ / V A II\```\ \\\\� 1N \ O 1� 1,1111 �1\1• � 1\\ 1I\ I I \ \ \ I1 ` ` \ \\ • • EAST AREA • THE UNDERGROUND UTILITY INFORMATION SHOWN HAS BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL MUNICIPALITY/DISTRICT. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION CANNOT BE GUARANTEED AND THE CONTRACTOR SHALL CONFIRM UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY ACKLAM, INC. DEMOLITION PLAN NOTES: PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR ANY REMOVAL AND/OR RELOCATION OF UTILITIES SHOWN ON THESE PLANS. 2. SHOULD THE DEMOLITION/CONSTRUCTION ACTIVITIES DAMAGE ANY SITE FEATURES NOT INDICATED FOR REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EX. IMPROVEMENTS TO BE REMOVED EX. EASEMENT OIL & GAS SETBACK EXISTING WELL EXISTING GAS LINE FC EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE ( '41 o CC L 5 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. - <444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO a. 0 0 06 Z cL) 7.• — z bd gZZZ 6W —IX o CL WELD COUNTY, COLORADO 0 400' 800' mml 1" = 400' (HORIZONTAL) TAJPL 1/28/2025 SHEET NUMBER EX1 • ---.-/- `\ / l I `\ \ \`�` ` _ ``�_ ``♦ , `� - �� - 77 • / I ' '• - "__' '' / i''' -'' i ..y E ICe sz _ -- I � / / ., s\•217 `. I `� STRAIGHT EDGE SAWCUT MIN 2 FT FROM EXIST EDGE OF `�� / ) --__ • \\\ `` '!; �' PAVEMENT OR AT FIRM PAVEMENT (WHICHEVER IS LARGER), `\ ``, `.\ ✓ ) ��\� `�,i_ _,_-- x`00 \� �� -,-,-7REMOVE ASPHALT, MATCH EX PAVEMENT AT SAWCUT LINE. `.� \ \` / / �/ / 0-4 N / .' -,9.-i_,____ ,'` 1. _.., — �` .\``. o DITCH SECTION VARIES - / / ,. \. !� � \ � `o � • `., rr SEE GRADING PLAN // ` . `` MATCH EXISTING ELEVATIONS ` �� 2*pp `\�, '�.� ._ , 4820 � y� � a � / //� '�•\` ‘ o BEGIN TRANSITION TO EX EOA & EOS \`\ \ �/ 4827" \ �` � / `, '/`�°' % !� \ 403 73 W 4+°R`3��\ / \ / / \\\\-s-- ,, `� / ;` ,,-- , ;4920 , 41,,8°s3 • s �, .,\ _� • • / X° , . 218 '� _ __ �__ , \\ `, \��______-' ,--'I --". T� ��, 4990 — � / I - •_,� � ,�--- - � _--,,-' �_1-1I,' / JJ_ "' I I _-fi --- ' 1 J ` I -. 1 11 I -1 \ ,, � I ��,---' T\\,, ,-� \ '' -'' ' ,/ ' � ,,�' -_ .-\-,'' �,''' / / /�.'' -'/ --,- -' \ --' / �,' �_ / --- ' / .' / O -' , \ ; / �_�/ / \\ ,; / ---/- 1-- \ K\<_--/: I ///\ - ••- in O Z �_ ' _ Q , _�� _ II Al \. .♦ < -I Vi ♦ ♦�''� r LO o DATE �' • •`� `\ / GAS CROSSING; t� /, ,'' � ; 0 _- I � / \ '�------ -- ,- - 1.--' ; \,- . ..�� vv `` .v / ®`. t / �.` `\ / ` �` / \ .\\ .,\ / / - 1 / \ .`\ • i ��. / l /� ‘,��w �\ ----. ` \ �S. A OJi GAS CROSSING , N oo \; �\ \ .� S3S° o\ ` ; < .\ 7 �� '' `. \ `. ° ''� \, '�_ - ,_ \ QS `` �_, \ Q N �. ` __ - ____- -'- .� 92O _\ - - 4 �' A QO'— _ _ ,-' -��- I l 219 _---- / --4--- -------'- �` --_'—' - O) -----'' >' ''--.� DITCH SECTION VARIES ,�- _----- __ ' ^ --„---/---- \ SEE GRADING PLAN 492 ----' __ �' ' -I �9 I Q _ ° a =__ _L_ �� \ = - ---- \ 4po----/-- / .\I _ -4 ``72S •00' ` 1 __ N I \ - ,7?,, S'I - -- �. `\� e 4 - �,�► . , ` I � \\ o is I ,, ---- \ ' I ` \\\ \ I `� ` \ `�\ \ I ,� 220 .0 \ , ‘` I i' `� \ I KEYMAP DESCRIPTION REVISED PER COUNTY COMMEI` ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE \\ / .\ / '-` . \ `--` - l ' _- `\` �� T'--_, `'/iy-'' \ `-< --___• --�•- __-_ - • -" �,- `.�'r'--920 • `� _ -' '- G� DITCH SECTION VARIES - / SEE GRADING PLAN -' /�__,--_'�� / �\ S8'11 __ __ ..` `L �� _, I -`' /0°° �492v`�!�\ ``. I �- _ - S1 j°4 GAS CROSSING '`\ _ \,704"� y` .` 4 l t o ' I coy ccn; I ' of M c� rn, I ,.' - P'I' I N `, N , ao v' I M I� LEGEND \ / `. .\ — / '1` \ 4925 — _ Ni - .,-' -__ ,, _-- ` ?S \�` .-------- o S1- 101.00 492S \ r I� a '_ REV. NO. \100�� PROPOSED 00 _______/ PROPOSED MAJOR MINOR CONTOUR CONTOUR N- 4414141414141 \ / _ _ — / ' \\ �`\ �'`,,� / — — ; �� \ - --_-, , .� \\` ' `- _ , — — ,- l -' �.' -_- /' ;- / / '--'- - __ O\ \� .--''------- ----------- _ _ — \ Ct \l \ \ �,--' _ _ _ \/ ,` '.. - - - '� \ . \ �`��.,1' '��` ; — R=400 — 4920 ,` .`.``. \. __'- --- ,. -'' - �► 7 / 26' �\ �� \ ` '' p�� L.1 9 \7 W .' . \ /--------_ / \ ..`\ -.__ '--------/\\\ .\` / _--'-- ,-` -_ / 25.2 4 _• •_ W _` / / ,,- -,-- ,,__-'' ,_ \,� ,- P EOP --, EO `\ ,, __ / l \ \ �� ,-�� ,♦; 1�p� �` 17°56'46" 12+00 -rte ° ,r 13+00 S00 0942EI-/-/- / 7Oo / / EXISTING OO EXISTING \ G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO ..\` _ _ `,, \` - - '� �' / / \ . ` I `` `` \` �•�, �� ` ��f\` 1481.38'\\ I ,___ -_ \.\ �'' / 20'1 ' -,\ ``. �`---------------" - -,. ,�-, -_-/---''-__,. ,- '-''- ,__-,-.\` N / / \ �\ \� -�- �J_� 1 ` '' -'''''� 4g3� -''_ '-�` `\ / / ' ` ; 1 I I I EXISTING PROPOSED - - GAS LINE SWALE/ROADSIDE DITCH ��- `�`\ �__--� .' `\.\` �.\` / _ �`�_ '' ,-. ``� / -' -,- `\\ `�___ \ y '-`_, ; - �` ____, 5293 / - / .` � � `�` - •----„_ _--I----------- -.', _' -- _�'-'- _,- - '--/ i .- l ---' - ---- -''" __--- '� ''� ,,'-- ''/ _-------'.- ,__--- -----'-- _ _ - --- -- - --�'" __ _- , ___" ,__ "- - - "- - - _ ' - - ..--- _'- _-- -- ___ � ,� �_- 935 \ ----'- � ` - - ,- �,- -� _--- - ,'' '.- - ' --- -- FAIRBANKS DRIVE _ i / / \ ` 202 / \, k / / `\` I `\ � , / // .\ I �`\ / / `x:'/,20\3 � ��,` � ` ; `203 / ��\'`. ' / - PLAN VIEW ; ', `\ `\ i i \ ,, I ` i `, `, \ \ \ � � � � �; ; , / i i ; ' N �I � I N '� '1 ' I , I �. I� ' J I It \ Nj �' ! I n ' /DITCHSECTIONVARIES SEE i IL � GAS CROSSING \ - _ _ _ ��, CULVERT 1B I CULVERT 1A ro �; I � I 204 -' I -/ GRADING PLAN ,9V / / I / Z J I = � I Q IEXISTING - • FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I I I I PROPOSED CULVERT/STORM SEWER / . OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4940 4940 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE HP STA=8+82.38 EXISTING FENCE HP ELEV=4925.33 LP STA=5+02.16 LP STA=12+08.46 X LP ELEV=4918.39 PVI STA=8+78.71LP ELEV=420.00 4935 PVI STA=5+76.48 PVI ELEV=4927.08 PVI STA=12+00 00 4935 CALL UNCC BEFORE YOU 811 DIG PVI ELEV=4918.00 A.D.=-5.83 PVI ELEV=4918.00 A.D.=3.45 K=41.15 A.D.-5.35 H 240.00' VC H K=56.05 K=58.00 200.00' VC °� 300.00' VC 4930 4930 'Di00 00 coccd N tI� °or�i O +� N O 0N O O o �� DD �o 6 • LO a 11 1-800-922-1987 OR M O t 0 N t 0 Q a Q i— N + O N + O C\i0 o rn '7I- "71" CO '71- cj0_ cA� �� f� 4925 \ Q > Q > 4925 Q u PROPOSED GRADE ALONG �� MATCHLINE �n w 2.83% STA=13+50 U) w 3.°A°1° ELEV = 4921.79 UTILITY CENTER NOTIFICATION OF COLORADO ��IIIIuluiiiii/ �o�•---i:„09--- ti . _ o-, = 37660 = 31:\ 5/16/2025 :&. 0_a 4920 \_ 4920 0.44% / �/ EXISTING GRADE ALONG \�/ _ 4915 O o 4915 ��jSS�ONAL ��?\\ ///M/IIIIIIIIIO�� -APPROXIMATE LOCATION OF 0 CULVET CULVERT 1B EX GAS - DEPTH IS NOT KNOWN CULVERT 2 APPROXIMATE LOCATION OF / 48 RCP ,z 36" RCP EX GAS - DEPTH IS NOT KNOWN � ► PRO_ PL 4910 O 4910 O 0 APPROXIMATE LOCATION OF I� III EX GAS DEPTH IS NOT KNOWN ENG : TAJ - CHKC 4905 4905 DATE 1/28/2025 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 10= 6' (VERTICAL) RD 1 12 141 / -- ,- -. ,' .' / , / , ,-, _ L , ,- -, - -- / , / - I .' .' / , , , , , - , _ 7/ .E / ,- - . , I / I / , •' / ,- /I , I _ -- ,/ ,/ / .- i // ' ' / ' / ' ,' , , 47 -• ' ,' ,{ 7 o / /'' .:, ___-- _O) „. .__ I •' ,' _ - / -_-- I I , / f / ,- / / / / , , , ,' / / / \:i ' , , , , , ,, , -' - -' ' • ' ,' ' / -' '' ,' ' ,' ' ' �� 209 / �, I , , , , ,o / / , < I , - - / ' ,' ,-' - / -' - - , _ / ,- , 1 I �'' ,' / ,' /' ,' / ,' ; ,' ,' /, \ . ---_1 \ , ° \ ��I� ■ 1111E ,/- ,,' -- ,,' / ,_'' ,'' ,-' ,-' / ,'' /''� ---- ,,, / /, / , -, - ,_.- - • �o D 410,- , // I I\ / , \1 I I 1 1 , \ \` ,� ,� `� \ \\ \\I ,- ; -• / -,- -7 - • /- - , - , ,,r 7 - --" --� I , / , 1 .I I , 1 . \ I, J 221 _ _ I , \,� .` ,� _�_- `, \�, \ _ ,.-t-----r_,. \� `� Q `. -�-- _ _ `. 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';':7'1:4:3-0.-7; / / , / / / / / , , , / / / , / , ,.- /:: > '- / / I I ,' ,.---,� ,� _ - / / / ' - _ - / / / i I IHNo ,..�� LCi KEYMAP = - DESCRIPTION REVISED PER COUNTY COMMEI` _, ; -' ,'' ''- -'' /'� /'� --'� ,-- I coo -- /'' S.. ' 1 I -'yam --=____ I--►— ``. ' � `s' L //�� (/� --I--I--�-- --S. '—t— ; �,— `. — T .�.// � ` t-- ' ;� ,', / , ,.� , I I I I I _ S. 4935 _ �- - - �- - ,' ( / /� . SI - - —� — — 4925 4930 - 4930 �'y W . ��+ _ _ 925 - - w ROADWAY NOTES: - LLI 14'+00 '�`\I 15+Os`, 16 �0 ; 1�7+00 18+�0 S00°09'42"E �� -, / 00-- -' / 1+00-' ,'�2+00 ,-' X23+00 ,, 24+0� ---' 25+00 26+00 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE ' I ` �_` I ,I I Il— ` 1481.38' ,--- ,/ �,co �, / -. - / '- � �. ��-- �'! w _ _ - �� . �_ -' _, - W _ -- , z�---t 27+00 ? / . `� i I I i /I • ~''- it 4930 �. 4925 ,---'r - % � — ' �. \ — 1 i 7 i i_ cook i �`. _- '—~ - ' / GAS CROSSING ' \ ' \,' i O/ i I „ -- --' -T- I --''- - f� ''� i .'t .�� f --' -' ,- -'' �/- - o r + O STATION EQUATION MATCH LI Q- 1 , 1 , i I I \ I ' i \ i S '----�--' i I �9 \ Ii ,� i I` _, ---- - -' ,'' I ,, N , I , IN \ I ,- / I ' `--,,, . , \ `. ,--' / ,'' 205 \ N 206 - - -- -. `� \ S. . `. \ 4930 _ I -' ` -_ - II `I `` \ \ ``I ``• `.� .--------------- '-'�',---'''--T' I •`, I , \ \ I •��• `. \ ------ -�,-- ' I `I S ; I ` �`___ -_\ ______- -- ---_T •`I �' / i \ \ ,.'-' I / , N \ \ ` \ , I ,- �_ - \� -, �` __ - -'- '- '' , U �' I , I / 1 --' ,-' .''- - - --'' _ ''�' �' / --''- / / - r'' ,•'-�'' ,/'' / ,, ,,- ,-- -- , - -- ,,, 9 207". ,/� ,• , , - 1' / '-,- l' / / _,'I / 1 / 1 / , ' T N: 1328606.96 E: 3225555.39 STA: 22+86.16 (FAIRBANKS DRIVE) STA: 0+50 ( MORNING DOVE LANE) ',,. / 208 --' / ,-' / ,-- 7 ,-' / / -,'' ' /- / / _- -- '_- _-�I_ '' -' 7 - _. --,- '� LEGEND REV. NO. / --too �_....��00�� ______y PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR 4414141414141 /oo� / zoo, , G / EXISTING / EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH . ; I �`. `I ; `� ' - - L ,' \ ,/' % `I I `. ,-'- `.� ,' ,' / ; ; / I �� - • FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER _ ` _ r --' `�.-. ,_- _--- - �`� -� I �_ 4925 '�- '" -'-�� -'- ` I . _ 4920 ; _ -�' --/ / a I ----- / -- `� , , , �1, , / _ _ ' / / / I ` I- �`� �� `� - f / \ / / - - �L �,----' �___-' ,------___ ``5, /' , / I ' / FAIRBANKS I \ , -- ___-' DRIVE - PLAN VIEW - _---- `- \ •`. / . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4945 4945 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X PVI STA=23+49.59 CALL UNCC BEFORE YOU 81 DIG 1 4940 PVI ELEV=4924.51 4940 A.D.=1.57 K=127.39 200.00' VC W 4935 o' z in co 4935 _ ' PROPOSED GRADE ALONG Q -4' oi N J N �� - W 7 1 -800-922-1 0 OR 987 N� O N ® QU a Q� 4930 � _2 �9° �' 0 `" 4930 �' N z 53°% 2 o o HP _ STA 18+81.27 o ,_ UTILITY CENTER NOTIFICATION OF COLORADO \\\\�os.PDllollll��////�� . o':a �: = 37660 = S---1'3% 55/16/2025 . M HP ELEV=4933.45 o M 2 4925 STA=18+72.05 N 4925 0 PPVI VI - N_ > u) 0- A.D.= 4.72 H > u) °- -0.62% K=55.13 EXISTING GRADE ALONG 260.00' VC 4920 O4920 �\\�O ��iiiSS�0NA� �N� MATCHLINE MATCHLINE STA = 27+00 STA = 13+50 OF ELEV = 4922.33 ELEV - 4921.79 APPROXIMATE LOCATION / Fit0 PRO_ PL 4915 EX GAS - DEPTH IS NOT KNOWN 4915 1 /II I'l ' ENG : TAJ kki CHKC I i DATE 1/28/2025 4910 4910 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD2 13 141 ' ' 7, // / 7 , 7 — // z /- „ / , - , '`, ' ‘,..... I E /\/ I . „ X .,' ,' I , „ . , , , , , „ „ , . \ ,c, ,- , , , _ , , , .. _- , __ , , ,• ,- ,-' ` �` Dt ,' • /'' ,• _- G - _ - ` i M cn . ,.... .. N , 4930 ,‘,*\‘‘‘ Ns X \ • •\ `� I 5r,,9 ._____ _ I '`5' :,,,,, 5 ILLJic„is 0 66 p / / — '-----' �_ --410 iwuj' \� •,' -� �` `-� �,, G� �,' ,,' �,' / _ \ 4930 / < -1 LLJ / ; / /� / / / \/' /''' / / -''' ,-'32---� - \ ``, 3737+00 �.. .:+00 39+0i`, ` , `. 40 (1 ♦♦ �/. / -- - - - ---- 111 / - ,• �, ,• ,- ,• ,• ,, ,, _.- __ ° S - ,- \� ,� ,-- _ is �S� •I- ' ,�- W S (Y) rl I �J,J w U -/ -- - / ------(11\ 1 ,- ,� �i9 ,` \O DITCH SECTION \ SEE GRADING ``` - VARIES PLAN / / \ / ,, �,, N.) I ,''/ �' ;' ,' I I ,' - , I I _ I L _ / '' .'- '' / ,,' ,- ,,' ,, ,,, �,, / 31 I I • r `I \ co \ ; + \ �` N \ . �j I - - - -i- 9 4 2 5 ,' / /'\ ' .' / / ,- \,' • ,,'� ,- ,/ \ \ ii \, / \ ��X \ \ \ �, 1� 1 \ \ ,1 ♦, \ \ ` : `\ `� ,` ♦` // `�` `� `` �/ x . `‘i ;Pc). \, i'` Fz,333o,�� /' .'- /o .--'-- -„ �. `♦ / / ' . — ‘`. °`°ice / �9 �°° ^°° 7\ / o° / / / _ p°' / / ---''' / / ' , 1 \ �,-'I-- I ,'' I \r ,'''' �x� !� % -� 7 `, �`♦ _--------- - - _--�-- _ - __ ---' -''� ��,-___I_-- -,- — ,-' __-- ,-� -- '-� — �.'' ,--''� ' ___r'----�_ - 27 T----------------- I_ I - I__ I _ --7 _t_ -T--"' i GAS _ -'" - 4930 - — — — — — ___----- "�"- _____________ I —' — — _ — — C7 gg35 ZG__-,-__- __-------'" __---' ____________'"- -__-- CROSSING k - I -- I I '- r ____-- - - _1._-- `� / _ _— — __-- -' --- _ -_--r-- -_- - - - - - _�- —_�_— ___ �---'"� - - - --E- I ----- - .`. N I `., I / I '--'" _I__ _-- I ____------ --� - 4935 I I -J — — — — _ - _ _ I T k< _ -�� ■ ■ DATE c\I III. 1 7 KEYMAP _ DESCRIPTION REVISED PER COUNTY COMMEI` ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE LEGEND -- ` / '' '' -----', , _--'' --- ------�- 31k°° 1 ; �,'' ; // ,., .-.- _,__ __-- REV. NO. ,; '_ ' / �, \� �7oo 00 PROPOSED �� 0p�� PROPOSED MAJOR CONTOUR MINOR CONTOUR 4414141414141 W28+00 `` / _I" N N �� 1` / ,- ,/ I I e f I �o ,' -.'' ,,' - �.-'"-� 4940 --- -''�� — — w < H H - /'' `, '' I ; i - - - ' - - S00°09'42"E � w 29+ c � 3Q+oo Y � � , / ' ,' / . / / '' ,-- , � - �,. -'� / � I ------� ----r -.-' '- _ -- - r I I 238 08' J --- _ J--�---- - ' I� �� I 28 / �� , y ,'''�. ,, --/-'' / I I,- ___- _ _-- --- __ /O' =f-- -�.- - T 0 O /� ' iI 1 / / / i 17 / / I '---, - - / -zoo, / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO w - /' /' -, ,'' --',-I/-'.-j''- - --'% .' �' -' / _ - -,-'- Z --' __.� �\ l / I / \ 4920 - - 26' EOP-EOP , , ,' /I , i -'� l/ '- - — — — — -� - - - �- �' i ' / ' , / ' ,/ / / / / r ' : , / v' ,% ,'' ,,'- , , ,' / ,' ,' _.�' , I i / / /' /, ,,-' ,--'� -_ 4945 / '"��/ -7-�, ' T I H C<I G \ \ N DITCH SECTION VARIES - \ SEE GRADING PLAN \30 \ - - - 4925 - - I I •/ • li� I I / /�' ; � ,'' ' /� i ' 29 ''' '' ; I / / / / / / , / / // / Y /' I ,,' / I ,'1 ; /' /If I ,% % / i I i I % % : ' i' / l i / ,i i�' ,'' / / / / / ' '/ ! I �I FAIRBANKS DRIVE - PLAN ,,' ,- I ____--t-- , / ,- I /PROPOSED f /I / /,/ / ,' / I ,,'' // -''�� ; I ; // // ' I / i " / / ' / ,''I I / i' i' / / /,� ,/l1 /' ' I / /' //, / r ; ' VIEW - ��,--- - 0- - / ___- ,, �.- •''''-_-,_-''' ;' / �' -- ---"- / �0 / i ' --' - U i �� ! '' \ �,''' / - EXISTING -• - GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED IIIII PROPOSED CULVERT/STORM SEWER / . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4945 4945 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=37+85.99 PVI ELEV=4930.91 EXISTING FENCE A.D.=0.82 N X LP STA=28+31.80 K=244.06 ,_ °O 4940 LP ELEV=4921.62 PVI STA=31+26.71 200.00' VC O 11' 4940 811M 811 UNCC CALL BEFORE YOU 811 DIG PVI ELEV=4926.76 PVI STA=28+73.50 PVI ELEV=4921.26 A.D.=-1.55 °' °' M U H A.D.=2.80 K=77.55 o 0 N 120.00' VC 1• EXISTING GRADE ALONG 4 + °`) + 4935 K=53.65 150.00' VC m co 4935 Q Q o N cs) N °+° N PROPOSED GRADE ALONG a a- H d 1,45% 0O� coOOCV orn co 71" �o 7) 71- 1'm800-922-1987 OR + cT,cT, +c" QU Q� 4930 N N u) '- MATCHLINE 4930 H> H> 0.63% STA = 40+50 ELEV = 4934.55 UTILITY CENTER NOTIFICATION OF COLORADO p,D�.•l/ \\\\\�o_ ,,.0. lulllliiiiii1/ -,; ti .=_ =-o 37660 �c'•.• 5/16/2025 .: 4925 ° 4925 218,° APPROX MATE LOCATION OF EX GAS DEPTH IS NOT KNOWN 4920 4920 iS.•••.. � C).. /M/IIIIIIIIIO MATCHLINE STA = 27+00 ELEV = 4922.33 PRO_ PL 4915 CULVERT 20B 4915 36" RCP CD I �11U 111 ' ENG : TAJ CULVERT 20A 1 '! 36" RCP ► k CHKE 4910 4910 kii ' DATE 1/28/2025 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD3 14 141 WI LLJLI II) / ' , • ,, ,,, `. �' °,`I i , I ;(i ,," t, ; ,, / / / /\\----:_•35--- , / / , ‘` ; / / / �` -- -�-- i ''---- - -' '� - ''''�' _ -- ,�,- / -- // o-' '- I oa \ i i'' ( (0 -, , p•, _,,+-- (0 , ------ _ _ _ - ,,___ I ,-'' -1 --- -- �- .-' " 1-'' .- / ;'--''- - �— - --- ,'''---' '' ' '', ,-,- i' ," y i .. ,- ,,- I �I ,.- -- -,- ,,- / ,• i-- -'' 36 --- --- - �1' ,-- - -- -'" :---- - / ,III - I ��- -' ''Tco � \, ,-' ,,• I7 I 'I40;, ,' / -, -' ,- .- .' DITCH SECTION VARIES SEE GRADING PLAN .' -` 4930 - LO cn - 1 - I C•1 I ,' ,' ,1 --- ,__ _- -`" - _ ----'-- _ - 1, I- �-' - - 39 __ - c� N `-- U� 4935 \ I I .- ,- ,.N,N 1 ,' `, . , /IX I / / , i i / I ,� ,. ----_ -., N '/ / / ' ' - i / E 0 I 6 u.. p il 11 <, ILIII .in N o DATE , E ' °`�'' G' ' , -' -' _ ` - .= 4925 / _ - _ - - - `_ - ' ,T ,-'' 26' EOP-EOP - ,'' '" `" - _ - --- _ `� �. / KEYMAP _ _ DESCRIPTION REVISED PER COUNTY COMMEI` ,_ F- /YI _� - 49 . 04. w 1 47+':''0 '�' / - .Op, �,, / 41+00 4�� S00°29'45"E 43+0a i ,''', 44+00 ,'- 45+00 46+p,, ,''- w ''' 48+00 �' ' • _ 49+e0 -- —--— e �9 __ �� +pp 1�1� \ / -- - .. I I Jam' >.• --h — I -"- I -' 1339.47' / ,' , ,, ,'' ,- , ,' -, ' /�' ,' .-' ,-' -' / 3 -' ------ --__ "`,. `. 22'1 �, / / ROADWAY NOTES: ,,-' ,�' _ \ - �`, ��,// " �. =_ " - T-_ Sxo r � ._ - _ - , _ W.. __-------. .. -- • /,% •��\ , / - �, 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECTU: CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20 NOTED. TO IN TO THE � �: /� o+ If�f , ,-_ 4935 - --- �� ` / ----- .-. ` 00 ''' ,, ' _ .4930 - • \ 49\‘ `. J ----'-' ,'"' -' ! 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NO. / \�00�� >0p�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa ' �-- I� '�-' '�__ ---------------'+-" ---' -----1-- - -- --- --- _ �__ r+• W� a' J. Z ___---- (PELICAN LAKE LANE)- __L„--- ,- .I- _-- ,�__"- -' ,,_-'' �,I' I ,-�,, .'J - --�� , ii '' -,- / I - I - -� _--I'`" ' '-.�' I _� ////// �' �i ,,I''` i ��` �� , \ `',` ! I �, i, `� �, �, �, k ', \ .�. \ 54+00 ' - -1- '+ '-- ----- 1 ___-_"---- /�----'`------ I I I I II I _--a- I I i - -'"- I _- --N95'3 __ i,.'- ,,- �,.-'� I " - --,- '� I - / ,-`--- 4940_ _---1 '+`---- I `� % / ,� �. \ .` `, ,` \ `�` �`� `��` �`. �`. I `� I ` `.` ,`� �0' I `)\. ��`� �� \�`- \ ' / 7OO` / � \�OO_ G / EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO __1_ - -I- 23 49 35 X22 - r s - d _ --' _ 21 �� I - �-__ 20^__,_-- _L_,__.I I ` 19 , f' ,,, I \ �� - - - 4935 -_ ----- •I-- -_ ,, •� `.- -,,-•'18 '' 'I 7 �`.` } .` NI • --I -^ I - •--I--- ---I-----t--------------------I- - _ r I I L - - - - - - - - - - _1_- --I------------------- - I __ t ----- --- I --- __'" _ -'4940 -----__ ---I--'""- � -- I -----`' ------ -- -------------- I --- -T I kc�o o \ I I`s • l\ --= ----- - ---.. - . I- - i ' ,,' -}--' ' '- '''-' '"-- r -' �I- t -- - " - -' __ /' / ---4- -' - _" I, it r,,-,- __"-'- I ---1-------------- _"--, ,' _ I �,-' 5 - - - -"--'' --` I ` I I ,---- - ^- ,-` '- --t- ``. I -_L, FAIRBANKS I , `. _ I .' I -_. I - - - -k _ _ I -_ __ ---E- DRIVE - PLAN VIEW - --- ,' ,,' -,' ''' �� '�� .,� `. '`� ```__ _` �`` __ ��'`L - •� — — 4945 _ 1 .`. ��, I -` `. . ``. tir `. `. `. '>� I N. `..`\`�` �``I, �`, 16. ��` `. I `. `. 1`... ��, �. `. ``. EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER / • . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4955 4955 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE HP STA=51+24.43 EXISTING FENCE HP ELEV=4937.33 X PVI STA=51+10.78 4950 HP STA=40+80.48 PVI ELEV=4938.71 4950 CALL UNCC BEFORE YOU 81 DIG 1 HP ELEV-4934.65 A.D.=-5.62 PVI STA=40+83.24 K=35.57 PVI ELEV=4935.21 PVI STA=43+72.06 LP STA=47+13.58 200.00' VC PVI STA=53+78.44 A.D.=-3.01 PVI ELEV=4930.71 LP ELEV=4928.69 PVI ELEV=4932.21 4945 K=49.91 A.D.=0.94 PVI STA=47+81.07 co A.D.=1.64 4945 150.00' VC K=127.98 PVI ELEV=4928.17 Lo O STA: 52+10.7 PVT: 4936.21 K=73.04 120.00' VC A.D.=3.82 + rn 120.00' VC 1 - a 8 0 0 - 9 2 2 - OR 1 9 8 7 N,_ No K=52.41 ��r 00o d • in� oH o f q co 200.00' VC Q> co 4940 rn rn W 4940 o+ � � M co o u) cd cd > M 0 Q + cn -71-'I- O O'er co + 2 co Q� �° -I- M —� in -4- �� . d . , > W , > rn + CO Q > Q > UTILITY CENTER NOTIFICATION OF COLORADO \\�o ��llulluL iiiiiii/ PD�•.1/ :: tio:••o Z: , = 37660 = ��`• 5/16/2025 :44/.. �/ 4935_ Z -2.43, 4935 a °I° -1.56/ V PROPOSED GRADE ALONG 3.20 J W d 4930 MATCHLINE ® -0.62% 4930 gn•. /�'��/sS�ONAL ��\\ ftIIIIIII11O = 40+50 `•STA / MATCHLINE ELEV ELEV = 4934.55 STA— 54+00 '. �/ ELEV = 4932.14 EXISTING GRADE ALONG Q / TU PRO- PL 4925 4925 II' 0 CULVERT 22 ENG : TAJ 30" RCP !' kkii CHKC 4920 4920 DI DATE 1/28/2025 40+50 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD4 15 OF 141 \ \ /5(,) --- - \ \ , , ....... ___ ______- ---- _----- , ..,... , . , I . / , , , , / , I , , / , .----- --..(.••• , % , / 1, I / i i / ,I / i , ; / < ,\ / \ ,,- \ .....„ _ I , ; 1 ; ; ; „i / , E Ce o I / ..,.//'--------------- I , \ / ° \ ,� I -- / -/ - - - - / / / \ / ,'� , ; / ; / /I / / / / i / / 1 - - / / / 6 / / / / / __-- / / " -- 4935 - '' ' X ; ; / /; : ; ; / / / % / i, \` 1\ \ \' - - _, - - - - / '�. ` .\ 41110 I i � � - - - - - - - 4935 __- --- __ - --- - / _ ,.� -'`• �` ``•,---- __- -''-",- '__ ,'- �' /% 1 1 \\ /- , _ __ \\ .-'' i' /‘ 4,0 / ', ,' , // I I'i'i / /'/ � / i' / J / _ __ ___- ___ _ _ ' 1\ \ --7-_\'--- ..\ \ i \ - __ _ __- ",---3g - - - ----- /' / ,-' �` �, , � ��l ' i /' / i i ,' i� -- ----- /,. II \ - • / / • • \ / / / / --'- -'' -''-„'-'T4925 !\ I 1 ,� i / / ,.'' /'' /' ,'' / ,�' /'' /''/\ / ,' i `\ .''- /`�_- Cj‘I/ \ `` \ / N /�'' /' 42 ,', / I I g930 \ / / x' \ . . \, �, I ,, �,. ,,- ,, -,' / /�. �,' �,',,' / / -/,' /, \ .�o� / / II4 , \ ,. N, / ///' /' ,,/ ,/ ° \ °/ I tip -- , \ , \ ,, /,/ / \ `.` `�� \� A90o \ \ I �` I I -- _/ I I i l I '/- '43,- X43,'- /'/ /'I ,, j �,- ��,' //' // j / EQUATION \ �`\. ' ; D°� O \\ / ; ill —mice CN DATE 1 KEYMAP DESCRIPTION REVISED PER COUNTY COMMEI` / /'' l `/. �`. ``. \ \ \ I \ ; \ I I ------ / / ,' .' ; / �\ s �` • \ • �\ 1 •.\ `� `\ \ I I / / ,-, - l --,, .,, S , \ I- - , / � `� \ 6 I \ I — - - ' y \` - \ /', \ / - `'-- _- "O \ ` ' • °w I .' , \ O \ .-- . , 7\N ' `. `. \ - `\ `� `, _ X ` \ \ / �9 \ ' \` -' - \,/ \ /`\ .. - O / I -_, ,- - -_ i - - /��` \`/`\\` 9.0 \ `` `` ---`\ / �\ 6> \ .� \ I -'' '\`\'�, `'�,,,` .,� 990 ----. --- ! ��\ ,,-'-- 7 ,.- �. `• / `\ `•, 7-- 7-•� .� _ ,\ ,� ,- / ,/ .- . ?.�\ �,,` `� \ \ ,�,` .t-` \�` .\ \ ,- / ,,- , ' `/L` `\ -_ \ `, `., `\ °\ `-, .- /'' / -' -' , / `� �''I .'''/ -','' , �STATION ,� ,- ,''"� ,-'',- jN: 1324652.60 \ \ J '� x0 , / / ; / , L '' �', / �',, -, -, -,• i / -, �,. E: 3225965.81 \ \ Ok / / ` / , / , ,. / ,- - .- i ' , / . - ' - ' - / - ' STA: 64+97.29 - \ \ ��• ' / / 1 / i ,� ,, I. 7 / / (FAIRBANKS DRIVE) •/ ' , -' , / / , I . STA: 0+50 y ' ' - ' - -''- / - - -' - +� / / /' V CHANNEL t' -' 9'' \ - . 7 -- (SORA WAY) / / / / ,, , 3.5' DEEP i - i - . SLOPES / �/ �� / / ----- / 6 ' ♦ !' / 4:1 SIDE SLO ; i ,- rl / ,- ,./ -, / ' ,� ,. ,' 091 / /'� / 5 . .•. 31 EOP-EOP ,- �g15 kp0� /. k ,� (WITH BIKE LANE) -' ,'' / / \ oo / ' / • ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE '�\ `�,� `\ `\ `.� `� \ S8x - / / I -' /�' 1 N _ ,-' ,' ,,' , 4925 - -� , ,.'' \ `.-- ',, `/. / `\ `. \ \! \ - ,I ,/' ,' i 1 _ ,j= ��-.• / \ , , \ ,•_ ,- ,- _ /,_ A `.. `�, `` / / \ `\ `. �� \\ `/ \ \ �\ _492 ., / .. 15 �,., `,,, / ` y°\, ‘``, \. `. `,/'`. `�� ss+oo �' kpp \ ,'' /I - / LEGEND 7• __ -_ , \ `� `. /\ `` �.1 - , R=775.00' • / �\-, / 1 5 / // / REV. NO. \ 100 �70o 00�� PROPOSED ________/ PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa ./ •�, / -- .� `.�` �`� N '-. `\ �`\ `\ `\ `\ \ \ /'\ `\ I \\ `V �i \ _ / '� , - 60+00 _ V• . y \ \ - =1660.19 62+00 - �1 0 ' �Q 122°44'16„ 1 / _/ �91� / / / \ M� \ / ; / / \ / /\ / 1 , I r' 9 —„�_.- � . ,• cop . �" / �� / / \ \ • V \ /\\ `\ ` \ `\ ` / \ /�,' ' ,l / , �' ,-� ��g � _ / \ �O 1, i® \ / ( \ /l / ' 11 1 / I �' / .V \� . \ , ' / , %� I `r \ / ' / �O / EXISTING �� EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO /� ,1 // '' -,c 4920 _------ \ / \ _! —/15 N ,/,/ `� `\ `\/ \ ` \ ` \ 1\ , / , / , , / / / / / /1/, ''- ,' , / / \ ` 49 / / \ • ` \ / / \ \ `\ \ ` I I / i' 1 I / 1 1 , / / / l ,' �' % ,/' /'l // p / / / I I \ \ \ \ IS / / \ ``\°\ `\ /\ \ \\ i 1 I i ; / I ; ; i / i i / i i I i l I 9 / / / I I `` \ `\ °: \ \ / / ` / / - \ V � \ / \ \ , 1 ' ) I ✓ I / I / ; ,� / / i , / l ; I I / / ; I /l , / '\ / l / I `\ \ `� \ / / / ' I EXISTING PROPOSED - - GAS LINE SWALE/ROADSIDE DITCH `. N `\ ` / , 1 ` \\ \ ` .`\ `� / ` / `` ` ` .. \ 1 1 1 ,) `. \ / \ /I r CF . errV \ ` \ 1 , 1 I 1 , , , / 14 / I / / , I ' I I ' / / i i I I / 1 I� , , / o / / , , / h , , , o , 1/ / , N) I 1 I 1 I I ':Sh ' / 1 , / I / I , ' // / `, \ / / / �� /_ / / `/ ' / / I I ` 1 1\` \� / / I I ,` \ \o „ / / I / �/ I 1 \ ` % / \ / •.. / I \ \ 0 _!_` �; I/ , , \ 7- / V. / I \ \ l N ` 1V \\ \ 9� \/ \` `` l I \ - / / ` / 1 \ \ \• • •`• . `` `� / ` --_, / / I I 9 \ \ ,- I\ ` I \ - IIIII • FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER \ 1 1 , I , /I 1 ,/ , ' / / ' I / , , \ , \ \\ \\ .�•/ \/ _-_-- / / ,,__ \ ,-- \ ` \ / I / 1 I , /1 / 1 , I ,/ I l I / 1 1 I , \ \ y \ / \ \ \ \ .` `7�I \ '--... / / I I `•\• \ / \! \ I I, 1 ! I ! III, 1 I/ ; ! ! w-�f I `. /`. �`, `. \ `. `, `,'' FAIRBANKS DRIVE - PLAN VIEW . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4945 4945 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=58+24.44 PVI STA=61+62.29 EXISTING FENCE PVI ELEV=4928.71 PVI ELEV=4916.02 X A.D.=-2.97 A.D.=3.25 4940 K=50.50 K=61.54 4940 CALL UNCC BEFORE YOU 811 DIG 150.00' VC 200.00' VC (xicy-� a- + (� O c7)00c\I N "' PROPOSED GRADE ALONG 4 rn N rn in N (0 ,- (0 ,_ • 4935 Q > + 1` Ins I� + Ins + o °' + N 4935 u)o- CO� m� u) 0- u)0- u)0- a� I, 1-800-922-1987 OR -0.7$°�° 4930 4930 NMATCHLINE -' -_ 1 STA = 54+00 ELEV = 4932.14 UTILITY CENTER NOTIFICATION OF COLORADO°°�°� 0Illo1llll��///,,, pD L/ ti oZ a - 37660 =-0 : O `•. 5/16/2025 of 4925 4925 -3., ° S/ '. a 4920 MATCHLINE 4920 •.._________ .• •C�� /�iiiSS/0NA� IN��\\\\\\ STA = 67+50 O ELEV = 4913.05 EXISTING GRADE ALONG �- - -- -- - -' / PRO. PL 4915 __ --- 4915 - a 0.51% ENG : TAJ CHKC 4910 4910 DATE 1/28/2025 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 67+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD5 16 141 _ _ — -. — -= - _-------��"" �/�• / " ' , , „ , t , , / ' e/}Z)/, \ N. �� , .. \ e ' �`\ `� N �`� __1 - -- -�-� ,�- ; -__ __, I� `\ I L H `\ \`\ I \ -,----- --_-- , - , - - -- ,-- ,,- ,, 1 % 31' EOP-EOP _ / . ` .� WITH BIKE LANE �` \` II �` co / I 1 0 L , r ' I ,, , 1 - , _i " I • : 'II 1 , t, ; • °a \\ `` 1 \`` .`F \\ `\` / , \` W \` LLEA I I 1 0 CC of 07 \ L____)Hr--1 I 1 ILIIII Lo / c\I /- I— KEYMAP --'i_- DESCRIPTION REVISED PER COUNTY COMMEI` '� 6 4910 ,'-'7166. `� `�., ', p p �;• GAS CROSSING r ' GAS CROSSING_` - ' d 009_ — 4895 22• -_ --- —4905 - — . \ - _ \ W 9 `,70+00 4 --------- \ 91+00 ` \ ° / 72 :! �. �•\ O 73+00 74+ 5t(O ' ' 0� �y OG ► 77+00 \ 78+00 \ S89 51 45 E 79+0U �` �` 0+00 `` �` �\ 1 °. W ROADWAY NOTES: -�- r I m \ I I -, - ` ` .A I I 1653.75 I. ` .\ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20 NOTED. TO IN TO THE L.)/ 1N �"' %-' �, - • - _ 1�� \`, 49 - '► "=��""�/ __� 'I �- 4895 `. z 4900 ` \ _ - `\ - - - - - - 4905 '„ \\ / r ,` _ ,' �.� 4895 ,� - - J _ I ` ' `\ ` ` -� / / i °\ - - - ° I--i-- '` /__ V CHANNEL - - - - - - -I- '- -� `\� \` I T ` \ __ / , -' P STATION EQUATION V CHANNEL STATION EQUATION __ _ ' ' ' \ ' ' 1 ' ' 0 \\``./ ° \ . '= \ ` ` I \ U / //---} 3.5' DEEP \ -- / / 4:1 SIDE SLOPES \..\ ; o / / \ \ / / -,-�\, \\ °\ \1 /\ • ` ` \ ` / / '--\� `� 1 `. / '`\ ` / \ ` / / `,�`.�� \`,/\`; \`\ / / ��` `�` \ \ I I I I I, �4 >- 4 Z_ H m r l - 1=1/ o \`. ,� \ 1 N: 1324477.30 3.5' DEEP N: 1324476.12 E: 3226553.40 / : SIDE SLOPES I. 3227045.20 / STA: 71 +25.52 STA: 76+17.33 (FAIRBANKS DRIVE) / (FAIRBANKS DRIVE) STA:0+50 STA: 12+44.18 (BUNTING WAY) (PELICAN LAKE DRIVE) `\ ` \ ,' N`,� \\\ \� `` �' '/ \\ °\ 1` I / i _--_ / o I - - _ �� -- - .\\ P o - / . •; �' 1 ' I �� ; °\ 1 \ r i ----_ --''� N` ''� 0 0 TRAPEZOIDAL CHANNEL 8' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES 1 1 I .\ , , �� i '-� ` `� ` ' `\ ` \ \\\ `�` '~ \ \ Q I \ \ c , ' � \ ` , ',, coc `° r, �`\ \',' \� �` ' \ \\ LEGEND REV. NO. / ->Op�� OO �o�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa / / \.700� / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO I EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH / I �'�., __�� / / • ___---- / / • `" o rn I o. I �`� \I I\ 1 II / \ � ; 2 � ,- --/ � j � f � , , I I ` � , , I ,,/,',--- o � , • / � , � \�o � �, fr- � �\\ v. � ' `� I ' -• FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED __ ////// .-'�-�' , / 1� / , „---,.......-----„,--,--- I I / r -- ,,,,, FAIRBANKS DRIVE - PLAN VIEW I �1 ' Z 7 ` r/ , I ' ; `\ PROPOSED CULVERT/STORM SEWER . EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE 4925 4925 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=71+47.99 EXISTING FENCE PVI ELEV=4905.51 X A.D.=1.58 4920 K=75.89 PVI STA=74+75.75 PVI STA=77+09.38 4920 CALL UNCC BEFORE YOU 811 DIG 120.00' VC PVI ELEV=4903.54 PVI ELEV=4898.71 MATCHLINE A.D.=-1.47 A.D.=0.61 STA = 67+50CD rn ,_ K=81.84 K=195.23 ELEV=4913.05 � c• 120.00' VC 120.00 VC 4915 0 4915 EXISTING GRADE ALONG �j >' o �� o M 7r ' >. �' M M M N • ��iili. .0_ Cn a � 1-800-922-1987 OR IZ �� ti� RIVE _ STA: 7 PVC: 2 �� 4910�� > H> 4910 2.18 / ; u) d cn o m PROPOSED GRADE ALONG 4_ o UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\moo PlDlllollll��/// ti °ti ___ 37660 4905 PVI STA=68+18.44 as -v.00% 4905 PVI ELEV=4912.71 •. r PELICAN i- > A.D.=-1.68 i- a - e K=71.51 120.00' VC -2.07% 4900 4900 �� iS '/oNAL \\' /m///IIIIIIIIIO MATCHLINE CULVERT 23 STA = 81+00 30" RCP ELEV = 4893.03 4895 4895 � PRO_ PL ENG TAJ c7 0�' APPROXIMATE LOCATION OF —_ CHKC EX GAS - DEPTH IS NOT KNOWN=�T_- 4890 4890 - . -- DATE 1/28/2025 67+50 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD6 17 141 '1 \ /� \ , / \ \\, / ••, ',,, • / / ,/ \ - , ,,- \ i \ . , /• I , \ ` , , , \ `, `'S , `� �; I / 58 I I/ X / I I I : / I , / I / / / ; �, / \ / CULVERT 24A I ' • ,•••' / \ / / 7 7 7 . , • • ` / \ \ • STATION EQUATION < E I (w(c,i41 < g �►. • I \ \ o `, �� ;I �. `, cp o `, `, ' `, i ` ` \ , ` , , 1 ``v �` \ i �` `I • l / I \ 1 ` ; ,' `' `, I I , �, , ; ', `, I , / CULVERT 24B �p N: 1324638.07 03 CN I / / -•�°�� 9` O, \ E: 3228482.01VII -0 ' /•\ STA: 90+96.12 `� ' I / / / x \ (FAIRBANKS DRIVE) CP i �� / i / r' • O•\ STA: 24+74.44 , o I V / ��► \(NIGHTHAWK DRIVE) • Hi 4m �� J "%TT, 7 •ir 4** wot (0+ • 460 &# 1 1 I' w' 31' EOP-EOP (WITH BIKE LANE) I 1 / / I II ��'S / i I , / _\� •U• `� ' l Y `, 1.---- J, ` �l "'• / \ x� / ` ti 6x �\ �` \ �p> Cy\ op \ 0 ir5 Al .. 1 Mg' KEYMAP -i DESCRIPTION REVISED PER COUNTY COMMEI` \ 4890 - = — \ _ _ _ `�� ice- i s �, \ � T \ `.`\ �%' " \ - 4885 `. ROADWAY NOTES: WR=400.(3°+0 —4890 •,38�\� \ LLJ \ 82+�0 b 8' 00 84+00 S89°51'45"E 85 ®0 86%00 - °5s 87+00 i � • .` o �'' \°• \ ` , . 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95 PROJECT. RADII OTHERWISE PROPOSED 0 COMPACTION ARE 20' NOTED. TO IN TO THE % I.,.- 1653.75' / I / rr ` ' \ \ / \ , I \ c, \ \ / x0 ili `, \ \ �. - / `� ', , `� O Z ' I `•\ ` \ �``` \ \\ J I U' C' G `_ _ _ - - - 4890 `�` \ �,` �`� \ `, �` ; I � \\ '. �` ' / . • , / i o `, `, `� `, `, ,\ ,\ ; I \ `. '. \ ` A .\ .` 1 1 ' I , 'I , I 4885 / TRAPEZOIDAL CHANNEL 8' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES `�` I `./ II / I 4890 �� / ' �'' -I_. \ 102 /,, \ T. �. /I , / t' I I I I I`\ /r/`� i / ' T�\ �` . `I , _ r _ , _ _ ; \ `` ,` I % �` `` `� ��` �`� / �� `�` `�` \\ `� ,`� `.` \ , ��` `, I `.. ```• ```• \ . ``` `�. \ 16, .�` �` �� ` I .` `\\\ `� `�` `• `� �`• . \ `, . . • •,`� �� --�. `�`. `�` `�`� \ ,� 103 �\ \ ', `� i \``. �� ,`. I‘•\ - 48go , \I . `,, I ' / \, .` •�` \ \ , . ` ` I ` , \ . . / .` .� �`` \ `` ; `� \ `�� `, �`� I ; `� \ `, I I ``` `1' w `� ' `� `�` o �` I` , `� `� \ �` ` `'S• `'S•`'S •\ `'S `\\` ` ` ` • ` ., \ v \ ``. �`. �`. \ \'S \ `, ', `. `, `, `� �` \ 'S `.• ``` I ,`` �` \ ` \ \. . , ., �`. .`� •.`. �` �` •\ , . `` �. , �� . , , ` \I .` `'` N ', \ \ �`� \ t,..-, �`� \ `� \ �p ``` \ ' x00 `�` O \ \ -� \ • I \ \ • I • \ \ `, `` \+� • ` `, `, `\ `. �• \ C� �`` ,`` \ \ \ .•, \,N ` `` ' I , I . ` I .` LEGEND REV. NO. /0p�� >0o ��oo PROPOSED / PROPOSED MAJOR MINOR CONTOURN- CONTOUR 4414141414141 / / EXISTING Opp / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I I I I PROPOSED CULVERT/STORM SEWER �, / `` , �� I I I I FAIRBANKS 1` ��__,- �` I / `. ` DRIVE - PLAN VIEW , .` ` .. \\ `. `. / . • EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE 4905 4905 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X 4900 4900 81 CALL UNCC BEFORE YOU 811 DIG MATCHLINE STA = 81+00 4895 ELEV = 4893.03 4895 PROPOSED GRADE ALONG a 1-800-922-1987 OR 4890 — _ — _. 4890 -' 45'> .,,- N _ r-- ° UTILITY CENTER NOTIFICATION OF COLORADO ��\\\\\111uuu1/////iii ��\\`/ .. l/ti� = 0 Q 37660 -o••.• 5/16/2025 :�� 4885 M oo °° r- 4885 II a z > = H w 4880 > > Z 4880 /�iss/ANAL ��?\\ /////11111111111\\\\ a EXISTING GRADE ALONG A PRO._ PL 4875 CULVERT 24B 4875 30" RCP �� ENG : TAJ CULVERT 24A �_- CHKC 30" RCP 4870 4870 -�1T- DATE 1/28/2025 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 91+50 FAIRBANKS DRIVE - PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1-= 6' (VERTICAL) RD7 18 141 , , • - •• I < _____ • • „ 1 I 1` 1\ • • N. • /, , v , X • `.....-•.......____`�//,/��• / • • • / il • `` '` / '" -_yam \ '` '�` '``' 9,0 / E CC in 0 I Z • • , • '1 ` .' `\ `\ `� ,` ,,` �� '` �' / \ ` \ IIIINIMI \` ;' ' _'` II -•._ •• ,� \ •` / ,' '' ' '• ---_ '/-- /r/�'��r♦�� .• `.� \• �\ `` ``. 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'--- `• . /� . _' 4900 '--� I/"'N**I:: / /\ `1 \ / / �`•`` _ �. \ ` \ `\` `} I / om,_ ` \`\ \`\ l \/ \\\ -`.� •\-� `` --\ I < rt tn IX I 1-111 J LO DATE '/ " f\ ------ �I/� 1-26-.\-- \----- 1I/1T \� \i i -` -.�`` i �i -' _� _-_■ \` 1,1 I L 00 S 4°31 7 E 2+00 1 v'i — — 3`'c00 ' 4 00 /\ 05 _ 5+0Q I ' I ' r�+,(j)Q ' \ - 7---___„...-- _ 4 --- KEYMAP DESCRIPTION REVISED PER COUNTY COMMEI` --- '' __- `i / ,.." ._I 530.82 `, :► \ \ 1 , ce ' ' , /; ; ,', g , , - - - _' 7+oo - �, 8°°.o°. \ — — — — —=/-)!-------7----7-7.,../::7----- --- ROADWAY NOTES: -'--- _- ',, ----- % bo 4so , ; _-----------'__-__-"� .. 4905-- - _ _ -- - ► `\II - - -, ',-- - // - - - - - = - -,' ; -/% -_ �; ; ' 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95/° ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE TO IN 20' TO THE NOTED. r'5 \ `y �� ,-`" l ' " i / \ I i/ _ I `/ `� -' `/ • /4(19 \ `\ ` '---,� \,--__- _ •�`� \ \ \ `. •__ -_,- 00" 0 • • �` 1 / r' I \ , ' ` / / �` \,\` \�` \ \` I II % �o / --' �' /`/ ,� -� , / _ STATION EQUATION \ (\ `\• •• 1 ` • \ `� `\ _ ____ __----'-''` _ `\ ` ` I --" �'�`-® ` �` � . CO `. `.� .` ` ` `\ �� \� `\ _ --- \• •�,� "� 1 1 \ `. "-' / I ` \` �` `` \ �``----'' / '/ i `\ ``� `.� / .� I ;► I >='- / N: 1329114.06 E: 3229435.56 DITCH `\ `. '--�__------ _--- ___--_-- �\� --' �` \ ____- � ' `•I '� `---__ -- - `--- - SECTION VARIES - -' `�•\� x`90 - _____ \ ,- i ` �'\ �` ` \ .' ��, - �`.� `. ``� - / "-'' ;� 1 l --� -'`. `\ `\\. -,-'" /% \ 243 ``�.\ \`\`�`.•-•..._.___,,/,--/�- ��I •jl�j� �� I� /I ( / �` / STA: 0+45.54 - - (LEDYARD ROAD SOUTH) STA: 7+71.95 -�oo (BURGHLEY COURT) _ - 7-, '" A co° _ - - - SEE GRADING PLAN ",-^\ �`\ I `�� o — — — — -__-_ /\` CO t i ,--- `\ '— �, `. —`— ------ '"'-- -- 1 / \ '� -'" ��` 1 e�\ ------------------------,\ ; / 10+00\ 1`• `" `` - '----- i % / �4 LEGEND REV. NO. �--100�� -J00�� oo PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa \\ \ \ N ` •`. -- ? 1 \ \` . / �,- -,� . / `; - — — Q9oo `\`-`- / '�''_' .� ��j — /_ — "�• // 4 �_�,-// • _-__ _- I _ --- ----' - - ---_ --_` _• - __ _ -------- -- `\I ° ,t '------- \` - — — - I �`, •\ i �`\----- --- - ------ `, ' 1 / ` 1 \ ` �I Ste' `. \ 1 1 ' 143 '\ \'\ 142 // 1 1 s — — — — — - — •— \`\�'\ 1\ 1'\ // - _ - (C) ` `` `\`\\\\1`\ --''Sr \`' �''l \ -------------- i /��7OO� / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 LEDYARD ROAD SOUTH PLAN & PROFILE WELD COUNTY, COLORADO .'./ ---,� /`, ,,- // ,, ,� ____y __— � / / �/ - - �,cc o V - I 1-- -- '141----\ — \ \\ -r --__ \� '\\ ` ,,;' I,_,_-- `i ` -` \ \\ \ ,• •i `, \ I, I `.,•`\ `\`• , ' \` I \ , , .� ��\ .� ! 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N �` �` `` -`. `, I \ '1 '1 I \y I I I I LEDYARD I I ` \ .'> ` - - 1 05 `-- --_ --- ___ — ' `\ \ _ 49 / \ \ \ \�` `\ _ --- -----, I ` ` `\ -\_ / ` `,. \`• -- '-' - - 4900 --`-' - '- `��` --- , // : - '" �' --- - ��'` _' -_ `-__ ' i_, ROAD SOUTH - PLAN VIEW • FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4925 4925 4920 4920 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES LP STA=3+44.52 4915 LP ELEV=4896.42 4915 OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=3+00.00 EXISTING FENCE PVI ELEV-4895.50 A.D.=3.35 EXISTING GRADE ALONG i X K=74.52 4910 re 250.00' VC 4910 CALL UNCC BEFORE YOU 81 DIG 1 m o O - �, o ,s o o M o L, o co — — MATCHLINE o N / / STA = 10+00 J +o ‘- / ELEV = 4903.06 4905 = .I ii Q Q I: 4905 �� mcow /� �a �,, 1-800-922-1987 r OR m 0_ / / 4900 -2.27% / 1.08% 4900 ' PROPOSED GRADE ALONG g_ UTILITY CENTER NOTIFICATION OF COLORADO \\\\moo PIoo 111111 �/ /ll///j / '= 37660 =-o. �_ ��••, 5/16/2025 •'��\ / — 4895 - 4895 4890 4890 %/\,ss/ANAL � C.) ll1O1111111 � /#14885 �/ PRO._ PL P-7 4885 ENG: TAJ 24" RCP P-2 CHKC 54 RCP 4880 4880 DATE 1/28/2025 0 60' 120' SHEET NUMBER 4875 4875 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 - LEDYARD ROAD SOUTH PROFILE VIEW r 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD8 19 OF 141 ; , / / , __ , ,/ , ' \ ,% 1 f . ,/ / , / , , / / I I / / i y. ` \ \../ / 136 ' / , / / / I , . /I \ \ '//I / '/ ' , /I / , , / , ,- j- \ A \ 9 / I / �,, / / , ; \` , / / / / , / , , , �` / / ` \ \ .' / / , , , / ,/ , / /' , ,- - --r-- I ' I ' ' \ / \ ' I \ \ \ \ \ ,-- -- , 1 , \N `1 , , , /' 134 ' ' II / i \` \ \` , I I I \ \ \ LS` /j_L.L,','11'11 \I -\ 18 \ \\Q \\ \ \\0 I \ \ o\/ /" �� a\ DITCH SECTION VARIES - 1 1 \ \ \ \ \` e\ \`\ \, I `� Oar / /\� / ♦ SEE GRADING PLAN 1 , 1 \ \ , \ \ , e _• 4905 / �0 , , I`♦ . i j'%, ( I I/ \ \ STATION EQUATION / ' ; / / �,, Q �.• E Ce I Z , , ■-„�� 4110 . �- , • ,Q/� J _ , 1 / I , / / \ I\I \• �__----' -. . ,-, / ,. ,'/ � , �� / , ,' ,/ ' i _---_ I`. `� •\♦ ---- _�. fl 1 / , I N: 1327740.49 ,/ �, / , !' / 9 _ ' ' ' ' ` �` '' '- - - - - -�� -----� ` a. '. I I E: 3229700.54 , /' 1 / , / N `\ \ STA: 19+62.50 ' ' ' ', ' ' i _ / , ,' 9 , ._ \ �/ 1 ,' , , e r . , - ce . _ _ I f \---� \ \ �\ ( — / . j /�,',,'�,' ,' / /',,' ,' / / ,� �� -- • _ ��. , `, —. \ ( I \ 1(LEDYARD ROAD SOUTH) '' ' �� 1 I �.■■ . • ■ I — �__ ,cj i 1 ` \ , , / - 1 , __— ,,- — \ , , , / __ - • I I■ -1, I I . . -i / / / / / . / ,• , `� . �,� \ ' \ -. _ I \ STA: 74+57.27 / , / . / c� W - - _ 1 N ,,,,, ,,, _ ,r,,. I1 I.. I ' (NIGHTHAWK DRIVE) N //','' 2' _ '� 1,■■ � \ o ,\ `. `--` - j' ' / ' R'25 , — _ J , , / , i / 1 i ,�' .' .' '- . �, �� ___ / . 47.7 �� \_ W \ \ / / , I I\ ------ N ' �` '' .� j-. -. / ,.�, f,�,, . L%2 °46,2° 15+01 \ \ �� .�`r 4910 � i `\ `, ` \ `-__-'' / / �'/ ' ,I--- „-�- �`\ _ , I -\ �\ •♦ A' . ,/'. / //' '';' ,' , D�56 _ 1\6+00/ - ,/ / r _I_I \ \ / ,^o' 9\0 -'•W‘'()....--°/ , I\ - • :,w_ ---__ 7c �� m `\ •�•\ =- N --;- -p 7 ,"/ , , \-� i �! ' _ ;lyF ;r ; 1 ,^\ <� \ coo O 17+0, �.� '•� �• • DATE CN ' N`\ .--- '-i //'u�7''/',.' ,��05,' r __-- _ __. / �,- --� — `♦.------'" •`.\�Oi' \ �v�—�._, . —I 18+00 _ I' 46+00 '/ ; / / \ N \ `�`-__-- N 7 7-,- ''' �' '' ! f / �, �,'' y : - - -'♦�\ •=�� `_�• \` \`_�� \ _-, _ S56°5544"W 1g►- / , ....-- N',- `� - / O , , i \ \ , \ \ --c \ -a ��460.03' - W / cfl ��'�• -,, • / / // Cf) cb \ / • --• + .� .` \ N\` /� / / /- 1 \\ .\ \\ \ r `\ `♦ 20 00� 1 �,� /,- �// �// / --\ / / / // / // I ` \ `\ I ' / \ . . I -^- / , / , /,, / / / / \ I , I I / l I `, `, `\ \ I .-'' '`. \�' ; ✓ / // ; ; / ,. �, , , ; \/ \ I -`.\•` I !- _ \ \ , / /\ , ♦ \ -� r , A1 \ , / ' `\ . \ _ / LUI ; I /, \ I 4910 I. ,`. �, -. \- �.��' �,� 1 \/ \ I STATION EQUATION / _ II J KEYMAP _ DESCRIPTION REVISED PER COUNTY COMMEI` / I I N: 1327740.49 / ROADWAY • -_ _`♦`� ,`,\ �,; .NOTES: ♦\ ♦`\` - • s,,\ \`\`.\ \ \ --,, �o \ \ — —� ♦♦♦ . \ e \ - ; ; ` \\ \ \,- \ \ 137 . \ \ \ \ \ �`�` \ `\ `\i9�.\ `\ � `\ \\ ` \ \ \ \ \ \ \ \ \ \ ,11 \e„` ` , , \ ` , \ 1\`, ` • \\I \\ `\` 1 `I i 1 I 1 /I\, r I �` I�//,qCiii I j/"_---_- i , I I i I 1 1 1 I I ; , , ' I ' 1 ----' �, .\` ,\ / ---`\ % / `♦ , / I / /, / I / �/ /111 / , F a°�� X�o , / ' i / O' 0� h /1 / JQ' o / , N ° / / , , // / I I % ® ,/ , % , / , / /% %'i1 / /,;/,� / / ,,./ ,,v' ,','/ / ,//,/ / /, / /// / / S� '\/ �� 1 /l /;f , / r / % , io� ' ' I I 1 I 1 ) /1 , , 1 / ., 0 I I ' / i ;' i ; / 144 / , / % I I ( , I ;, , l , `, , , I ' �� I I 1 ; I \ \ I / \ /// , , I \ ,, ♦, .__ , , , \ / `, I , '� l T, `I 11 I / / I I // / I / II I I / 1 / / / / / / / / / . ;' i/ / / ' ,/' / , I ,' / r I / I / / O / I i i I I I I , I % , , r I , / , % r , , ,, ,/ ,, ,/ , , / / // / , , , / ' / / / % , / , / , , o , //�,/ , ,� / , / ; % ,' /�;' / I � �, / 5;/.- r //� , / , ` �/ � ' 1 , ,� / /I / /) I II i i r; / / '' / / ; 1 DITCH SECTION SEE GRADING , , �, , , r /, //, , / .' / , , / / ' / , / // / / / / , / , , / , , ' , , / , I r % I , ; ; / I i , , I I II I • !� \ �I 1 ~\ ! I ,\ `• •` �\ , \ ♦ `, \ \ �// v ° ► ' E: 3229700.54 I ' / VARIES - / , Ilo STA: 19+62.50O PLAN ,-/ / + '�„� , ,/ LEDYARDROADSOUTH-- , ()I ./ .' i (MORNING DOVE LANE)W///.1 / / STA: 45+89.78 I♦\ , ,� 1 , / ,. / / \ `I\ �r Z ,--- '--, . / CV .r . / . . \ \ / i -____ ,, I , , / -�- o I DO / , / / % - �_`, `, I\ / , ' '145 , ` O / -�`_-- \. `. I z I % o I I I r / ,, I �/!o / l \ I` ` 11 I \ h ` \ I' I \ ` .\ �` \♦ . I I • \ I• `♦ • • 1 \/ , (• II 1' — -• I` I -__------ ----- --- . \I I I • 1 I �\\ ______ '-- -,�._�� \\\ •• ` I \ oo I I I co • - i' ____� •�.��.;�\ \II \ % I I - -` �'' _ - 90`x:\` `� `. I 1 / - - . \ \ ♦ , '--, \.... \\ \ \\\`\ \�,1 I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20 NOTED. TO IN TO THE LEGEND REV. NO. / 100 >Op�� ....____y PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa �oo� �700\ G / EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 LEDYARD ROAD SOUTH PLAN & PROFILE WELD COUNTY, COLORADO - - EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED / n /� il' ' I �� " I�' �'‘‘‘‘,.\\ ` �' ' `` ' �' `/ LEDYARD ROAD SOUTH - PLAN VIEW IIIII PROPOSED CULVERT/STORM SEWER / . • EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4930 4930 FO EXISTING WATER LINE LP STA=17+87.24 W EXISTING OVERHEAD ELECTRIC LINES LP ELEV=4908.67 PVI STA=18+19.48 OH E EXISTING UNDERGROUND ELECTRIC LINE 4925 PVI ELEV=4907.87 MATCHLINE 4925 EXISTING FENCE A.D.=3.59 STA = 20+00 K=55.71 ELEV = 4912.15 X 200.00' VC CALL UNCC BEFORE YOU 81 DIG 1 co co W 4920 o .71- J 4920 ai o o W O rj l' la a. 4915 z811 4915 z 1 — Q ti 8 0 r 0 —9 2 2 — OR 1 9 8 7 O PROPOSED GRADE ALONG 4_ -1.22% 237% 4910 4910 co UTILITY CENTER NOTIFICATION OF COLORADO \/.. tio:o; = -z,. '• = 37660 / / �9<\ 5 16 2025 ��\ / '� -� 108°'° 4905 Q w 4905 � ��/ HP STA=16+40.05 � J M gg 6 R HP ELEV=4909.67 0 CULVERT 8 `� w rn 6i rn 15" RCP CL 0_ d- PVI STA=16+43.61 I-- - //��iSS,0NAL ,:.\_, ///////11111111O 4900 PVI ELEA.D v-2.300.01 4900 MATCHLINE c) a c) a STA = 10+00 K=52.26 ELEV = 4903.06 120.00' VC * PRO.. PL EXISTING GRADE ALONG _/i ` ` t ENG TAJ 4895 4895 CHKC `` DATE 1/28/2025 4890 4890 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 - LEDYARD ROAD SOUTH PROFILE VIEW 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD9 20 OF 141 , ,i , / I \ I -' - - _1.i \---- _ / I \ \ - _.\_____ ----------- __ill- _ _ _ _ _ ___:\_____ ___\_________ ------------------- __, '''' , \ -_ ��--------------------'-------_____-------I-_ - ---- ' - - - 1 '\,` '`\� \ `\` �' _____ __ - -- =_______ __ � . 1_ _ _ _ - _ - - - - 495 �----________, �_ �1----- `--- 'I 1 77 `, �' 1 I I 11+00 _12+00 li I , y- 7,- - -t _ Y / i I , , ,/ / i ,,, ,, , Q N -1, '. `` `� `''--L, ‘I '78 '``_ -'``., , , I / 1 ` , 1 _ i ,_,__ ‘ '.,•_,,__,:: ...."..... :1....... _ I ----, ,4895 _-_ _--- --I. _ \ ` 79 -_____ -'-- • --� - -' I--------------- L_ ------- ___- I -_`, �.. CI O < -i ce I ILLI ___ �__ �. -6.--_ 4920 _� \`\,, `., � \,• \, `, �9 ,r '- -__ '�. I `. `. '` / -- ��■ ,-�' CN �. DATE --_�� ___ \ /SO ° =_ - 0 ___, 9 xp 1 \ Q --'-__ `\� \ `. \ \ \ \. ` ` , , N\� r``\ `'1 ``\\ \� `\` `, \` ' DITCH SECTION VARIES - ; + \ I `, I , `, `, `, SEE GRADING PLAN / , a 1 1 ( 1 1 I , \ . \ 1 I I ,n I `''' �,'' -- __ - ``\ .I`, /-- ---_ ,., \ I \ I ,/ ,, s . '\` \II I �` `\\ I \I I \ `\` \ \ 1 `,\ 1 ; / /' `� i .'' / 1 / /' , ,// � I,''-- r , I " ' (.0 .�' I , , cfl � �r KEYMAP �� T DESCRIPTION REVISED PER COUNTY COMMEI\ ` \ 4920 i C%�2-41---#. R=406.00' 1 \ ` \ , ,\ \ \ ` ` v - 4905 �i_ - - 26' EOP-EOP � ` ` ` \ . ,' - 4900 _:` - ,0 L=17 \\ �- �� 5 489 - 4890 W ,// ,' d 7.8 5' — - _ _ ��- �� M - - �� ., _ �� 28'32,. ' ROADWAY NOTES: \ +00 I I `4+00 \ . \ 5+ i ` `6±00 ` \ I -+a0 8*e; +01 ' ; I S25°1736'E _ 9� �_ _` I `S• -,_/ ' `\ �, .. '`- '_ ;, _> �� `\ ; I , - NIGHTHAWK WAY`. ., �- NIGHTHAWK DRIVE 1294.13' ;C° I _ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE INTO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE `_ - W / / " `i - / `- �� - _ �rl 4895 �� 4890 / ; ; / / ; / 4915 ..`` \`.- •I _ - �� _ - !��► J z i I , i i I l / / / / - -� / 4920 �`\�-�N ``. \ �� `� �`- �'� �`.�� - - -`-- 4905 �� - 11 / : ; , i / / / ''- / / - `, - - `. �� = - \ �' I `�� \ '`.��- _. I ( rn' - - -_ 1 _.- - - I \ W -% t o I \ STATION EQUATION `\ I �+ \ \ `\ \\ \ I\ `I , 1 I I '= I�� , '/ '/ /, ', / / / ,�'- / `, `. NI - DITCH SECTION VARIES - -`.� 'I` '` I _ \ I N: 1326197.82 `, \ '\ '\ \ `\\\ `\ `\ \ \ `\ `` '` `, `\ ` �, \ ` ` ` / / / / ' / ' - /// I I � SEE GRADING PLAN I -`-- E: 3227624.83 \ \ ` \ I \ ` \ ` ` \ ` \ I I ' _ N \\ \ \\ , \` \\ , I- / , / /' <o / , '/ �� ,' // / ,-'-- I \� `\ I _ '----_ - _ `� •_ `� \ ' •\ -�., `_ `•. 9�s = '' II r I II STA: 6+90.91 \ \\\ \ \ \ ` , I (NIGHTHAWK DRIVE) '\ �`\ `.�N \\ \ \\ `\\\ `� `\ \\ \ \ `\ `\ I LEGEND /, / / , , �, /, -- �, ,/ / / / ,' / ,--' ' ! % / / 92� \ /\ I, I -_ \ ,�`'�`��`` `.� `, ___ \ .� ��`. `. 1 _ / - '• �� `•� `.� - I� `�1 \ II o, I I STA:9+41.99 `\\ \.` `.\ �\ \\ \ \\ \ `\\ \\ .` .` \`\ \`\ `\ I. I (MEADOWLARK LANE) `. `. `\ Jw \ ` \ ` ` `\ `\ `s \ ` `. I `. �� . `•\ `\ \ `\ `. `\ \ \\ •\\ \ \ •\ $ `\` �` ,` \` \ `� •-\\ J\ T 'Q REV. NO. / 10 °0�� PROPOSED PROPOSED MAJOR CONTOUR MINOR CONTOUR ' aaaaaaa /' / / / / / __---- _ \ I - .� / ' , I _ / / l i //•,` i \\� • ��•�`\ i I I i I � .\ .� `� \ `� `� `, `•` `\ `\ \ ` \ \ \ \ `\ 64 \ \ \ \ \ \ \ 6,...‘ \ ',,,,[•- I \ `\ �`\ �`\ �� ` `\\\ \ \ ��\ \ `\ `\ ��, / /O o_ G / EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK WAY & DRIVE PLAN & PROFILE WELD COUNTY, COLORADO i ' / i /�/ (/ /� _--.\ I i ,. / I /I ' / \ ' I 1 ' / �� `/ ` `\ /I / / •vI /� ,.�j�� \ , \ \ , \ \ \ � .� .� ., I / ` I \ \ ` \ \ \ \N EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH ( /1 ` / . \ /`, `•,/ `. N. -' 1/92,5_ `` `\ �i \ // N \ _ /I / / \ \ \ \ `\ \ \ \ -\I I • \ \ \ \ `. / 1 , I ' `\ `\ \ \ ` \\ ` \ \\ ` \ `\ \ `\ \` `'F ----',,- _ , I I \ `� \ \ \ `•\ \\ `� \ \\ `, ` `� \ .� 4 -1--� / ' `° \ \ \ \\ ` \ I ---- - - FLOWLINE SECTION - PROPOSED MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED . �''� __---- - `i_ __ -- -__ - - - - - ,1 '- •- -- \ , I I Jr,, -;r_, ,/- -- ,_ __ ,------- --- - - --= 'I __ - '-'-, --J'-- _ - 4930 - _ \ / I / ' 1 / , NIGHTHAWK WAY & DRIVE / / ' - PLAN .L, I 1 \ \s \\ `` \ \ \ , \\ \ \ `� `\ `, N I `I. `\ \N \` __ �\ ,` `, \ `, \\ `,\ `, \ \ ,` ,\ ,\ \, l‘` VIEW I I I I I PROPOSED CULVERT/STORM SEWER 7 EXISTING N OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE 4930 4930 PVI STA=6+00.00 FO EXISTING WATER LINE PVI ELEV=4912.10 A.D.=-1.59 W EXISTING OVERHEAD ELECTRIC LINES 4925 K=100.52 4925 OF, E EXISTING UNDERGROUND ELECTRIC LINE 160.00' VC H I EXISTING GRADE ALONG O N EXISTING FENCE 00 O 0•5oo X 4920 co 4920 811 UNCC CALL YOU 81 BEFORE DIG 1 O VI ELEV = -2.27% --\ H> H> II 1)d (1) el- w Z Q \ Q J 4915 a oC 4915 Q J 3 C DIll PVI STA=11+46.50 1 I,/ -800-922-1 OR 987 W PVI ELEV=4891.00 491O g A.D.=3.36 4910 K=74.37 250.00' VC Hi , 1 o o. UTILITY CENTER NOTIFICATION OF COLORADO ��\\\0\\\f,,Do L /�///// \��,........ �. i -.. rti.. = 37660 13:, 5/16/2025 :�� 4905 CULVERT 35-J'- 6 r- 4905 24 RCP N rn +co rn +� 3• / n CL> n 4900 / 4900 PROPOSED GRADE ALONG ,-;<... <\i'•• •....c \\ /////I I I I I I I I I I1\\\\\\ n�� PROJ NO: PL 4895 4895 f ID FNIr TAJ 1 • CHKD: \� 4890 ---I--- - 4890 ,� 1/28/2025 MATCHLINE STA = 12+50 0 60' 120' SHEET NUMBER ELEV = 4890.51 4885 4885 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - NIGHTHAWK WAY & DRIVE PROFILE VIEW 1" = 60' (HORIZONTAL) 1", 6' (VERTICAL) RD 1 D 21 141 Q --- 11: N EL. � W -_ r\. / I I -_ 57. X9O -'`� / _� 1O � ► ' •I . \ i i ,, 84/ ,� �' I 4885- I/ �' I \I, ,, v , ,I __ _ ____, �_ ��- I- I 83_----\ r I I 82 I I --'" /' ,' I I ,- I / I I I ,' \ / / / / / I -2o I ,/ I I / 26' EOP-EOP ' - _ I- - - -'• / � I w I ;/ _ - 1_ _ - J 1 � - � 4880 22 00 Ste_ 2,� o I I _ _;_ _—; �.,��00 1121.46 a_ I L_____\___,_ — ' 4885• , , I ----- / I I ,' �' I '� I I I 125+00 1 / 1 11ir _ rri 24+00 + (J) T � �rn - _ ^�.. (1) ` - ��` 1.1. E I ,� ,..., ei 41,0 .♦ L111.1 I - 1 L' CN DATE CO / KEYMAP _ DESCRIPTION REVISED PER COUNTY COMMEI` �r1 � v� �—�\ —J , � - g ; �- �O o � 4880 � � �\ _ ` � m m ROADWAY NOTES: aaso _ I W �, 4,00 1 I a 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE `� W -� , • as�0� STATION EQUATION I I I o 73 (n' 13 14+�b0 S25°17'36"E 15+00 16 00 +� 17 —}�� •`• I — - + r_ ,\` N: 1324638.07 I I o a N N E: 3228482.01 �.lJ I_ I I II •' 4885 -I 1294.13' R=400.00' _ •I I \• _ 1 '`� I STA: 24+74.44 t/� I I L=52.68 •` _ _ `. I I ` J I �I N _�` _ _ � � (NIGHTHAWK DRIVE) _--- Li -7°32'46" I \` I I 1 I STA: 90+96.12 I Z' 4890 _ i i �� TRAPEZOIDAL CHANNEL I -� \.` 1 \ 8' WIDE BOTTOM, 3.5' DEEP I (FAIRBANKS DRIVE) ��\ I II -g, _ I -- U -- -- /co HI ' / I // ,%' �.'' / ''� /' '' -' _ ,.' ' / '--- / ------ '''- 95 __- / �8 '--_`` -� - / �' _--.62 --- /, _ I I a- I __� -.� - \ _, --\ - I `` -.N`` �� I `� \\ o� •`� •��` / I I `� `�` ' ' I 1 I / A N `, I /' ; ; / ,�' �,' /� ' .' i ' / / ' y' ; // '/ / /' / �� , �, / �/ /, I ,' / �' ,''' ''' / / ,'' •,''' I �' �, ,. /' /, / �/ / / ,,� ,� / �, ` ! / ,'/ I 1 > 4:1 SIDE SLOPES I • • i ,, I I• �. I I - -' �,-' �,, 1 - I ,� I I I ,-�' ,.'' ,'' ---' I I I I N N I �, _, I ,' ~� '-`�__G / r ,�,' I ,' a ; �' i i I I,'' ' _----- ' --� ; I 1 , I / ----., ----- i 1 I I ---' ,,-_ I 60 59 _. ,` 1 I I 1 /,, -' NIGHTHAWK DRIVE - PLAN VIEW `` `\ I \ • i `. ��. 88O \ \ ` ` �` I lo'' I `\ `\ I I, I I `_,, ---�� ___ 1 .L I ., _, -.. I '� __ '--__ J I I 4885 - ----`----.__ _ 1_ jj/i_, I— ``` - I`--- I — — — — \ .` ___ �__ -�I I ---_ — ` / / '�_ ___ _ I _ 77 ` ` I �` - -� _ _ / I ------__ �/ __ �__ // o __1„ ` o co __ �/� - - �� II i/ I ill - / LEGEND REV. NO. / 10p�� 7oo p�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR QQQQQQQ , / 'zoo / / EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - - EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - - - • - - - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER / \ EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4905 4905 FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=17+46.50 EXISTING FENCE 4900 PVI ELEV=4888.00 4900 X A.D.=-1.25 o °c°° K=95.66 CALL UNCC BEFORE YOU 81 DIG 1 `c? io 120.00' VC + PVI STA=21+74.00 4895 ;TA: 16+86.5( DVC: 4888.30 IS, PVI ELEV=4880.50 4895 Q ~ o °moo A.D.=1.25 c~n a K=95.66 _� I- > 120.00' VC ~81 4890 © �� O oo 4890 - Q 1 —8 0 0 - 9 2 2 - OR 1 9 8 7 -0.50% "? .jr; 6 7- oo Wci MATCHLINE STA = 12+50 Q U Q ~ Ho > 4885 ELEV = 4890.51 u) 13- u) N 4885 -1.750I UTILITY CENTER NOTIFICATION OF COLORADO \\\\\�o ,,,o9 1_, ti. = = �� = o 37660 -'. ct_ ---,---...5.:;c0,.......5/16/2025....-- �J a - PROPOSED GRADE ALONG 4_ u. 4880 4880 \\ ��iIIIIIIIIIIN�� EXISTING GRADE ALONG 4_ —/I%/jsS/ANAL 4875 MATCHLINE 4875 STA = 25+00 /nit/ PRO. PL ELEV = 4878.87 4, ENG : TAJ 4870 4870 I / CHKC 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 - NIGHTHAWK DRIVE PROFILE VIEW Wi DATE 1 /28/2025 0 60' 120' SHEET NUMBER 1 ' = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 1 22 - 141 2♦ O' ,,\,, . „ , ‘ . \ .. > • ,, \ ., . , ` �_ • \ / �. •/■■�� \CC O1? -\ \ ., ` / ,__, /1 /1 \I ' II • •• • • ` _ ` G /// / \ \•\• \ \ V `• `\• • • • • • \ is Y\-\ ,,, \ . • • • • • \ \ \ i \ `� \ / \\` • \\ . / — — — —— 4880 --�•�1 / `, `\ I GAS CROSSING ` oo _____- -.` ., `\ / \ / / / \ .` �` ,` \ \ \ `\ „ r v y co %\. \ ,,..,,\-, y 7/ Q E ct,, , in Qz I o , .• 0 IX o in i QN DATE \ " CR \` \\ ``\\ \� \ 1/�k�� ``` `\ / ``` ``` `. \ \.r p , AG. .� .\ I` ` o `v 0 \ i \ \ / v v ' _, \• ` < ., `� `� 86 `� \`� \ `�` `\ ---� .., �� • \ ` \ `., `.� \�,` `\ �` N. `. `\ �`` �. ••� `�`'_\`,\`�`00�\ \ •�` ,'S `\,_ `� i� '. \ `Q `. `�� `,4 O \ .\, `\ `. `\\ ` 4, `00 `'93OOO, \ �`.� �`� QS'co • .C9 ,`-\ �`. \`\\ °6', 3„ • \ '` / �` `. `..• 3O \ '�.`. \ / / \ / / / / / // / / / / V , / / / / `, / / �; / / \ °' l l \ I %`. / .. _ // `'i-. ``�` ` \\ W \ •\ \ ` / 87 I ; I I l ,� / ; J / / �' _ 31' EOP-EOP (WITH BIKE LANE) I \' , v /�+ \ 4 \ v ; `� i /`\\ ; �� I- '1 ► v \ , \ `� ` \ `� 88 `., \ `\ `, \ \ \ `� \ \ . �� `, \ ‘ I I I ,. ; �, + °, a ' \\ ' 0-7RECOMMENDATIONS ` � `,1� �� I DESCRIPTION REVISED PER COUNTY COMMEI` ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LEGEND REV. NO. / 100 >Op�� oo ,......._Y PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa I �� _ '. , — — — — j' `. \ qg?.5.-------=----�. 4875 a T j `` . , \� . --,- 1/ `, TRAPEZOIDAL CHANNEL - •,— • ; ` 3 - V1' �,� 37+A . - ' / \�00- / EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO \, , \ �\\� �� h 0 -f `. `� �� t-_� �`. `.1 `•. I 452.73' ' ' `\; `\ `\` // _ r,^J -- \ ( - \ -_ ._ -- - -� , I , '/ V " - ``` �\ . I `.` I ` \� .. —� .� -- — ` _ ; • \�4s7o . — EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH \ • ` ` \48S -' ---. _ �. -- ex �. f AX \ \ , -.- \ . -'- ' - 4870 \ \ . • ` \ _ -- , - \�� . �� ``- _ _ _ I ` `` \�- _ (, �, � �` • `�` \�` ` `• `` ., ``•,` ` __ \ '\ '-`-.�, -- _, `` �' . __ --`` `` ,PROPOSED , I I I I `,�� '` 1104 ,/ I NIGHTHAWK DRIVE �� `, I 105 I I �'` - �' - PLAN VIEW 1 r ,� % �' �; �( , // / _ ' , V. - • FLOWLINE SECTION - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED PROPOSED CULVERT/STORM SEWER / • • EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4895 4895 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE 4890 4890 X 811 CALL UNCC BEFORE YOU 811 DIG 4885 4885 MATCHLINE STA = 25+00 ELEV = 4878.87 PROPOSED GRADE ALONG 4880 EXISTING GRADE ALONG Q 4880 Q 1-800-922-1987--••STA=37+50 OR • ` MATCHLINE 4875 -0.50% ELEV = 4872.62 4875 UTILITY CENTER NOTIFICATION OF COLORADO omo�ulli///,,,, ti'. 2 37660 =-a : cry ��'•, 5 16 2025 •'� o� / 4870 4870 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN ; .,\ im/11In1Il1i�� 4865 4865 PRO. PL C� ENG TAJ 4860 4860 crk:), CHKC 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50 - NIGHTHAWK DRIVE PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 12 23 141 / �`, i 4175 I --, I ,----i--- / __-- • - T / \ I „-- __ -'" _I- I ____--"--- '' \ ��‘---- -92 ,`, '' .--' \ \ \ i 1)7 ---k (.0 -� -- I) O \ •\ '�• ��' X50+00�: r E I %10 ei 40 3 . < y • • D11.11 `i �` � --_ �'- .' I --:: 1 ,-' .' I TRAPEZOIDAL CHANNEL \ ,-I'-' -.- I I 16' WIDE BOTTOM, 4' DEEP \ y / 4:1 SIDE SLOPES \ Wrn `11,■■ �� ____J----_,,,--,/ ��,•ll i/ `•`_----�''_-- °PD:CG\ ; \ 6 A �'- -_--__"- J I � 31 EOP-EOP �$� , ��/ 7 6\lin DATE p kp \ ' ♦ `. \ �I \• 8 `\ `.'• ,.--'�I -'' .' '-' ''- ...-,/- ".-- / I ---' ---'' e GAS CROSSING �ak00 (WITH BIKE LANE)VA I , t N20°5 1' / R=400.00' ,'. '� �r / �,� =143.05 L N I 61) KEYMAP _ 'i_- DESCRIPTION REVISED PER COUNTY COMMEI` ------------__ -- _ I \ - A-20 2927 • \ i. ', 8�0 ,--__ /� 'C� ` �\ a — — — — _ — — 'I _ •,� —� ., --' ,,-T ,- , 107 �`�� _ 480 , ,,' `��` j•39x� �-- ` 0 — — — — -' --,„ L- ,�• •i / Oho" 8�0 .- ROADWAY NOTES: _j_,6k •`, / \� 4870 -- �.. _ / `, \ _ ��34'1S„ �` / ! g8 • �0 ° _--- Zo°29 27A43-06 � _ _ - �-41X00 42+00 N00°29'55"W 43+00 I I _ .. ., —4 -- \ \ i " "�� = ` �. ' — ct, 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE / `—_ / -. / ` _ -- ,-- I ,— ` / \ \ / - __ _.-------'' 369.60 1!` _ / ` '--'� / ----- 4870 - \ \ / ----- �, �►� -- - / - _ __ • .�,� .` `. . /• /�` --_ I ``` / ��______--- /, /,• "--• ,� _ \ \ " `�� / `-_' 4Z� --'- • T! 1 ` I \ \ / . - 113 y `� GAS CROSSING \� / // - �,--- _ - _ - - •�` CULVERT 37A \\ \_---- ------- . CULVERT 37B `. / // / .----,, I TRAPEZOIDAL CHANNEL 116' WIDE BOTTOM, 3.5' DEEP --_-. fi 4:1 SIDE SLOPES I- I ,, �. ,-__-- _ I I I CULVERT 37C I I \\ 4 ` •I , I \ 8jp \ \ ` I I . \ , LEGEND REV. NO. / �7oo 0pp_/ PROPOSED 0o�� PROPOSED MAJOR MINOR CONTOUR CONTOUR 4414141414141 / -- II `� • \ ��'`.� I \ \ /` II ```� L \ \ �' ``. I 112 � / ��O / EXISTING o EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO -- i - 4865 _ _ , -_ _, - - ) -__--_- -I - - -_ _ _ i — `�- -_ `.` I -F _ - O 1 I N ___ to,I al I ,,-' `. 1 '- \ \ I `. , �___------_, .- \ \ ,'`� `. I \ i \�``. EXISTING PROPOSED - - GAS LINE SWALE/ROADSIDE DITCH -`.`I ,---' '- I : -_ __-_" I _--, �`�-_ .-- - '---_ I \_ `� I - `. - - I I • FLOWLINE SECTION PROPOSED I I I PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER / �� /-' 486 r e �I --------. 109 -t`.. 110 I -__- I '`e /z/ �' `.----------- = I �e I I 111 4865 \I\ 1 Qg 4868, I' I �� / -� = __- - - �____ - - ___ NIGHTHAWK DRIVE - PLAN VIEW / . EXISTING \ OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4890 4890 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X 4885 4885 LP STA=43+24.93 CALL UNCC BEFORE BEFORE YOU DIG LP ELEV=4869.93 PVI STA=43+40.00 PVI ELEV=4869.67 4880 A.D.=1.20 4880 K=149.87 180.00' VC MATCHLINE H � = OR 4875/MATCHLINE ELEV = 4872.62 Lo o O 4875 + co + N- PROPOSED GRADE ALONG Q!!!9227 H u)4 UTILITY NOTIFICATION OF COLORADO DIII II ///// \\\\\\\oP II I I o =-o . 37660 ct_ �0'•. 5/16/2025 r4�\ 4870 4870 r ----A----— _\-EXISTINGGRADEALONGQCENTER 4865 CULVERT 37C C� c� 4865 30" RCP �� iss/6NAL /m/111111111IN\\\ CULVERT 37B 30" RCP APPROXIMATE LOCATION OF 4860 CULVERT 37A EX GAS - DEPTH IS NOT KNOWN 4860 II1PRU PL 30" RCP li ENG : TAJ 4855 4855\' CHKC37+50 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 - NIGHTHAWK DRIVE PLAN VIEW Ilt I11 DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) R D 13 24 141 z N c„,, ir‘• __, ,_, \ - - ..' • , • • i, • • I, \ esr, . , , ‘,-, ., , . . % , , , , ,II �, \, I I / / I i % i . . �\ �\ ` , , • • I \i'\:\ ,— % , ; / 94 I / • • • . / CO CT , , • ♦, 95 j/ • • I • / . // / // , / i ;://///://:/://0):7<oi:////::://///::::///::///... :////lif /If It\ , _ .... I ... 2 r//„•,/,-,7 /,• / , ,,,, / / • .__ I ,/,•„ , , , • I , , 0, , ____---„I .., • 195- ' -,,195 I, 4910 -- -. i 0 1 Z �� _ 11 < ce in 0-1 O TRAPEZOIDAL CHANNEL 16' WIDE BOTTOM, \ 4:1 SIDE g't '• I V• 4' DEEP I SLOPES - ,,I CO \`♦ I ♦r \\II\ I x I\ I `\`\ • II \ `\ `♦ • 1 �I\ \ \\ \• \\ • \1 \` ; ` `• • • `\ \ ` \ `\ �.\ \ ```, `` `♦ ‘I \ II ` \ ' ' I I I \ \` ; , I X‘ co \` 1 / I I li I 1 li I \ • \ II \ \• • I I `` \ v+ `` \/ / I• • • / • • • ///7//// ////,/////l/I 0 , �, ' / ; , '' /' i �'� / i ,T / ' / /"// / / : ; ' '/ • o / , II of N - / • ./ I 4 10 / / I _� __...---- - , . 'LO I Ki) IX/ -► W 1 1 CN DATE IL `' - __ 0--- - - J ♦ \ ♦♦ //• .IIIt `♦ ` ` `', i / ` `. --, BIKE LANE) \ i / ' / ♦`. I `r "' s. \ \ , I I (WITH I / i ' -o CO '' KEYMAP --'i_- DESCRIPTION REVISED PER COUNTY COMMEI` - •--� - - - ... _ � _� . - . Z 4875 _ _ _- ` , 51+00 5 10 ` I +QU0 ` `� I I I ` ♦\I `I ` 01 i I i 1 i +Q 1 i ; 6+Q ' I I , , 51 I r�0 0. 41 5700 0 `\ 58+0 ► / , i 5+► 6dtt N00 2955 W ; I / / 0 ` _ _ I 61+0� , 6 �8' W ROADWAY NOTES: ' - _I `� ♦ ♦ `♦ \ \ ' 1 I ` I I I \ 1 1 I . �- _ _ _ / - ► \1940.19' I I I / / / ' . I• �I, `,` - sue , , w ��-' '�Il � ' �r� 4890 4900 ', _ _�I�1�� - - -' 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95 /o COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE ��_- �\ ` �� ` , I I I I ♦ I '- I i...— 1 14895 ' _ / ---_: `�.,. , ' / ', -' - goy 1 4 ■.0 \ o -__ ' ♦ z — — — I I VT. ♦` , CROSSING `♦` 1; ; `\ ; ij II 1 1 II ; ' STATION EQUATION '`�`♦ I - `♦1 , , / , / )I / ' ; STATION EQUATION'' \+ cal _ _ _ ---� - , �,- �---� I \�` . ' y' R=400.00'GAS I //; • --to ` /��,-��----- \ \ , \ , I II ' m L=143.05' \ `I I I I I• D=20 2927 1 , \ 1 1 1 �1 0 I \ , I I 1 } \ ' ` \ 1 I 1 \ \ \ ,I , ' \ \ \♦ `\ ` ` ' \ II `` \1 \% \� \ I ``\ • —\ \ `, `1 I 1 ♦ I ` `, I I / \ \�?'.. , ` 1 \ �� \\ ,•• ; �88• � ;` I I I I 1• \ �\ \ I � 1 `\I \ ` r \ \ \ , I 1 114 I► 1 1 ♦ • `♦ \ 1 \ \ \ \ \ 1 ♦ \ \ `♦ �` �`. I `` \ \ • •\•♦\ '�♦\ I , , I ` ,�_____ , , I • ll Q W, �JL v \_ I♦ I • �� "N I , i \ \41 — o I ♦ ♦ I ' 1 \ • 'o . II `\ ,-----•� 1 N: 1325767.20 I I \. 1 E: 3229499.72 �`.� , , STA: 54+03.71 c°n °, (NIGHTHAWK DRIVE) — -----• I STA: 0+50 ``, (CHICKADEE WAY) -- _ -----`, I \` �` •` ` \ •i ♦ J , ` , , ,' - 122 _ ` — ♦ `� \ • `♦ `• � -- __-� XI �, I ` • A ---� `` �. '� '\��s ',, ' -1 --'\ ♦ ♦ `, '` 'S `I `� • `♦ • 'S• `, 1 `♦� ,`� N • • • • • •. ` ♦ `� `♦ \• '\ , `l �� .\ •.\• �� , I ♦ I `♦ _ — — — ` —_\i__,,__.;__,,_ ` \N , \ °, , ,•( ._- `�♦ ♦-`♦ a ` `\I `♦1 N `� i , i ` I 1 I II, /- 1,i I I I �, I I 1 , ♦ I I I ' I 1 I `I I I , 1 , , i 1 I I `\ •\ / / II I \ ♦ �`1 I , , 1 I r , I / , , it / , / / I ; \I \ I I / , / / , i ,' / ,, / , , / / i ' , / i I I I 1 I `\ •` \ ♦• \ I\ `♦ `♦ ` `, \ ``. •, / / , N: 1326388.94-) / ' ,`♦ ,' ,///E: 3229494.31 / ♦ / /� STA: 60+25.48 I 1 , ,� , / 1 (NIGHTHAWK DRIVE) I, ' STA: 28+48.75 i , , / ,� / , `,(MEADOWLARK LANE) _ ,.I ., . .•, \ - _-', •`� __ — — I I , -`.` `♦ ` .; 4900 _ I 1 \� `� ` \ =�-I I • \\ `� �•� `\ _ J `� �` ` I ` 123 `, ♦• _________ `•♦ �`♦ \ �` '- ��`♦ `♦ ♦` `. 419 -`._ ``� ` ♦\ .\ `., oo _ \ -__� I ``• . `',. `` .` h \•`� `'S �,�•�`'S \ I• , ' ' ♦ �, -' _ •♦I 1 , ^ I Q �— Q O W I 1 o T/ / - , ' O M ` I /; , ,. ♦ ' ♦` I \ \ I I ' / /I ,, ,k / I/ / // I , ' i , / , I i �/ (I1 - -�._ �` '' '' -'-- `♦` ♦` �, �O / , �;2. I 1 / / / / I / , I r '-- 1 / , / ' ' ' i / i ` / , ) I , �, ; , ; / /�a , / / , , 1 / , / I / / I / ( I ( / / / .1 / / / , 1 I , / ' '' ! ' / , 129 / h / , , ,' ; �� I i vii / i ,' / ' / l / 1 / , / // /•'''' / / / / ?' ,' / , / f I l .' i i i , / I I `- ,,= / , , / i ' U C G 1 , '\ ` LEGEND REV. NO. z" �' / >OO�� O �� PROPOSED o PROPOSED MAJOR CONTOUR MINOR CONTOUR 4414141414141 �Oo / � �zo EXISTING , / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH - - - • FLOWLINE SECTION - - - PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED `. `, I ` I -I� I \ I NIGHTHAWK DRIVE - PLAN VIEW `, `. I `. `. `. `. I I I. y ,{ 1 1 I I IIIII PROPOSED CULVERT/STORM SEWER . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4915 4915 4910 4910 PVI STA=55+09.20 1.12% PVI ELEV-4890.72 FO EXISTING WATER LINE A.D.=-2.52 A-- - ® W EXISTING OVERHEAD ELECTRIC LINES - - - - 4905 200.00' VC W MATCHLINE 4905 OH E EXISTING UNDERGROUND ELECTRIC LINE H H/ ' Z STA = 62+50 - O O o PROPOSED GRADE ALONG / J ELEV = 4909.71 EXISTING FENCE / k X o 6Ct o f co 4900 ° / I 1 4900 UNCC CALL BEFORE YOU 811 DIG �� 31�I° _ / O (/) 11 U) / p / W PVI STA=52+50.00 - �, / 4895 PVI ELEV=4876.05 - °00o • co°° 4895 A.D.=4.96 _ _ + N co o K=50.41 Q cp rn PVI STA=60+37.88 co rn O 250.00' VC �j PVI ELEV=4907.33 I- ` Q 1 -800-922-1 OR 98 7 W �� `� A.D.=-2.02 �� 4890 3TA: 51+25.0I PVC: 4875.1i in o L / K=89.15 4890 / / 180.00' VC CO C) , IL: = ,_ > ,4885(7) ._ w UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\PIDIIIOIIII��////�/ ;"---7-°-,0:7.53../.' 76604880 .6/2O25 �� 4885 X66°I° / / EXISTING GRADE ALONG / / 4880 /��iSS/oNAL ��?\\ //////IIIIIIIIIO�� / MATCHLINE / / / STA = 50+00 / ELEV = 4874.30 � / / 1 II PRO. PL � / 4875 4875 �• ENG : TAJ �.� r /I CHKC 4870 48700 DATE 1/28/2025 APPROXIMATE LOCATION OF �, EX GAS - DEPTH IS NOT KNOWN 0 60' 120' SHEET NUMBER 4865 4865 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 62+50 - NIGHTHAWK DRIVE PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 4 25 141 - < .1, •-, -_ --- ' I _ __,--' 194 _ I -- A '__- — —� :111-:::: __--- ,- __- -----------_T---I-I. ----r'I --,:' -,__ _____ - _ - - '_ _ - - - _ �'`. �`I`� I . '`� g'o — — — — , ' l'`, �� ` �`: '`�_ / ' / ,,% __ ----„,„ '.--,,,7 E 0 I 6 I 11 I -'' .''� I — .� a �` oi � / _ _---- � / ___ , , - :: ---- -.' - .- -- `---' , 0 L a- v- — � ,,------_ �� `,I `. ► cgs ---155 ---- ,, /_-_ : � - , `��_ _ _ ? _, 149 ._ _ _ _ I...„____, .........-„...--......',........... ..._ ...... .5z",_, ...... 'N...., i ..•-"X' .`, • \ `. •'` ``------- -' '�. `.154 `. 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IX / ,,,„ w �-',„-'„-',..--,--4/ ' .- � 31' EOP-EOP BIKE LANE)```---\--_-! l L� `. / , / ,\\o c..i - � / - _ -- -_ \. / � ::7, / %�.�` `�i�� DATE �.,, �. / �, _'' ,. �-(WITH i'--\COI r-'' "''=-4915 '�,; �,,,/, `./ L''', , �/,\‘‘: ��;_ --=�tiII‘\, vJ il .- -�'- / / , . 4915 4920 - '� ' ��. \ `. - ,.�111/////'/:/;'.;::-;� . , , ,. , , ; ,' `� .` 26' EOP-EOP 1 �r,'/r ,�,/�; , I - ` '/,ii'/,ii'i 4.91,9_.`,.\•1\ f� \/////..'‘:\ , '� `� \ 4910- � ` ' I i i Wr"---. • ' y t 111/ /�' � , , \ /,, ``�`,`` �. `\ - �' ....... - 4920 ,,„,� ,r,, -- — /, I i I `. /// ` /.3+00 ' ' / ,.'4+00 0 N00 29'55 W 66+00 _ 67+00 a68+00 . `� 70+00 '' iCV ` Y \ y • 49 , , srg , , `' ' ' ' ' • 20 ' °s \' 148 \ �\ \ 1 ~ DESCRIPTION REVISED PER COUNTY COMMEI` / o + 7� " I \ , / , , F 1940.19 co _ - \ — �� Rc , I , , , , ; ; , , / , / 4910 —• / �� / • - STATION EQUATION /-,. _• .,•7 S>o2 9�, — — — -� �. ,' ,. o^o / Z , . S /, , N 1327740 49 ° i ROADWAY NOTES: —, t \ ,' ' - -� - - - - - - - - - - - _ , -89-- '_ ,�, -, / 4925 - T - \ I \\� ` ' ,,h ,',,; /'• E: 3229700.54 , ' �', J 4915 / / i i . ,' / • , , , 4920 / / , I 4825 , / , STATION EQUATION - ,- 4 ,. -, ,, ,- -_,` , r - - ,, \ ; , .7' / , J ` \ ' - �' ' / STA: 74+57.27 / , , 8' ' ' ' \•-'../ •. ,' / / , /GAS CROSSING / I i \� - - > 4 7 ' \i ,' , - �/ , ,� \ -- ,�; S , / , • ,' / (NIGHTHAWK DRIVE) /� • `.\ ,/ , / // / , \� \' , `. '-' - / � .' .' � / 1. ALL EXISTING BE FILLED ACCORDANCE ALL INTERSECTION DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20 NOTED. TO IN TO THE U'�,' i h ,' ' / • �� ,' ' , ( ' I , I ' '' '...........' •... � � � � /�,,��,,��0 , , , ` I - ' ` "' ,' ,',' ,' ;, I _. ,. / �. ;' , / I, /I, I N: 1327140.83 I K ., ( , STA: 67+77.40 ` NIGHTHAWK DRIVE '�.STA: 38+03.51�\ (FALCON DRIVE), / , I �. -, I/, -' ,� ,I �' ,. \ /' :/-7----2.___-_-__:, ,_/ �\ _ STA: 45+89.78 ----r , / r /, / r __- o _ ,- ,, , ' ' `\-' �' �' 10 (MORNING `' '� / ''- '---_'' �` �o ..../ • � �, / �, / �^ - �,' f ' // : - -.' ,_____--- \ `/ ,'�/ // \ / •' /�4/RECOMMENDATIONS �'.' - ' ' \ �' ` '/i//,',','.'-- • `_ -- /- - .'�'.'�r'•/�2. / ; /, /// ; ,,' ---- `,_,'�,_-�',/�, ,; / .��EDGE • /-.-_-------- - - / ; ' ,4'/ 1\ ' e / LEGEND ',, 1 --' \ \ \ , / \ X130 \ \ \• , , , , . - -• . �— `. -' , , / / -- �, , I `� ,- , , I / 131;, , , 1 , , \ `�` I 1 / ' I �__,, ;,': , , '/ �' ,' ,' / . /133,' / _----1_. / o - o , xo - , , , ' / , ,' / ' , ,-'' __ - N56 5544E r ,� / �6 J -, , / / , , / / , , , , , / , __ / ;, ..• a / / / , / , / / , , , / ,� ,---''/ _r 89.56' ,� , \ �� . O r' / / / , / 1, i , : ,' /' / ,, ' /. _ / _ / ,,2 +00 — ag�o�, G� li / / a l l A/ / / / / / / / / / i / /. STATION EQUATION `j REV. NO. / �� 100�� 00 PROPOSED �� PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa \` `.` `� ,� • \ \ \ '`.,_� `� \ `\\ `\ �• _�'`�` • �`. K \`. �,� .\ \'• \ ` \ N•� • `� I • ,'I I` `, \ `, `� / _ . I, y ,_,......._-___., '" 1 -` _ `_-_ -_ -- - - `. ,`` I N , , �;co o// �� \` �\•, � .•\•�` \\ ----� _-_ �`. `\� ``---''- ••, 4925 _ `�`` • ` -' �. '. _ ,' `. __, ---___ `�� .� _.,- ---___ __ --- �` _ �' ______ .... ------ _ -�.-� -'.'-1.....„ I / - „ -_I___ ' / I I,� .......1../' ---,--__,132 ----'�� - - -- __��'------' __ - _„...i....-,....„.. NIGHTHAWK // ; , ; // ,/ , ��° , , , , / , , ' // / N: 1327740.49 oxp2• \ // . E: 3229700.54-�. `L ` e+ / .' ; : ' / i ' i / : : i i / ' : 74+57.27) V - ' ' l ' ' 'ft/ STA 49�+00 / i i r' ,' � ,' i i/ -'' ,' �' ' ' % �, NIGHTHAWK DRIVE /'-� ( ) ��- O\ �� 6k \ ' ,-''' /'' , ; : •' ,' ,' ; : ; ` / '' ,1 STA: 19+62.50_ — ; bc ' ' ' ' ' '' .-/,----(LEDYARD ROAD SOUTH) `- \ 7oo� / / EXISTING O EXISTING O- G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - EXISTING PROPOSED - - GAS LINE SWALE/ROADSIDE DITCH • FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED PROPOSED CULVERT/STORM SEWER / • • EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4940 4940 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES HP STA-70+03.81 HP ELEV=4924.09 OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=66+14.80 PVI STA=70+57.73 4935 PVI ELEV=4919.75 PVI ELEV=4925.00 4935 EXISTING FENCE PVI STA=63+64.80 A.D.=-2.31 A.D.=-5.15 X PVI ELEV=4911.00 K=86.41 K-38 87 PVI STA=73+25.86 A.D.=2.38 200.00' VC 200.00' VC PVI ELEV=4914.38 811 CALL UNCC BEFORE YOU 81 DIG 1 H A.D.=1.59 K=84.13 oro 4930 200.00' VC d W > M �,� •• 0 K=94.57 4930 d o co 150.00' VC + + N "'c\I "A: 62+64.80 ✓C: 4909.88 �� Z ,i IO �� M co c) c`ro� j � � � (-,j �� gc. 4925 � � a _ _ — -- � � �\ � o_ � � � � MATCHLINE 4925 Q Q �j Q F- STA = 75+00 ` 1 — 8 0 0 — 9 2 2 — OR 1 9 8 7 r :-..-- co ~ co u) 0- ELEV = 4910.25 1.19% IVE LANE 4920 ,3s 4920 A ------s, ° UTILITY CENTER NOTIFICATION OF I F I COLORADO CAT I O N ��\\\\\111111111111/////j/ _\' . l�ti 0,0,_ _�• 37660 �_ �'• 5 16 2025 / /:4-/-/..- .r.1-'..- PROPOSED GRADE ALONG Q v I 4915 3`'°°'° / \ z 4915 APPROXIMATE LOCATION OF \ / EX GAS - DEPTH IS NOT KNOWN \ / \ -2.37/ gox.... // F ' •.......... C. °�%iSS/oNA� 1N\��o 0 \ / 2.370 4910 ____---A \\ 4910 / \ ``�� N ` / / N I I i PRO. PL `' MATCHLINE �' `,~_ ' 4905 STA = 62+50 0 EXISTING GRADE ALONG c I 4905 ENG TAJ ELEV - 4909.71 i— Lu -J W VI CHKC 5 DATE 1/28/2025 4900 4900 62+50 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 - NIGHTHAWK DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER md 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 5 26 141 • • • 207 \ \` N , • • • \\ \ \ I ^ I \ s_ • , r • �.. •` h `... _ ‘ ,\ `♦__. \ ......._!Ii • ..‘ • ., . . \ • I•••• P I `. �` •\` \` `.223 , \ ` ` ,1 \• • • \ \\ \` `\ \\ \ `\` `\\ \\ \ \CI `• \• , , . ♦ `, \• • • •• \• •• I • \ 11 '224 `, , ` ` , • • • • I I . \ \ \ ,• ! CO�, , 0 , 3 I`, • • . \ .., -.., -k ‘‘, ‘ \ :' ‘4.4.\\\:\.\\II `, `♦ \•\ •` ` \ • s. • • • •• •• \I l• 1 ' I N ` ! ,I• • `, \ `\ 231 `.\ `\ N \ r `. `. , `, I I• ` STATION EQUATION \ \\ ♦ 1--' II, \ .... • ,\,\:\\,\‘‘‘.::.` /,4',' N -... -„ N. 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ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL WITH OF PAVEMENT BE THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE ` U� r ��•• � - -_ � -- - 4915 -�� N: 1328606.96 '� s �- 4935 _ Z \\ \ \ 4985- 4926---•i� • `, • \ E: 3225555.39 �4�0 1 , ` \ \ t_ \ 94 �� -L 1 11 -- i,�.\ STA: 0+50 (MORNING DOVE LANE) STA: 22+86.16 (FAIRBANKS DRIVE) 208 \ \ \ ` \ `.` • •1 `' \ ` \ \\ ♦ \; ` \0 ,1 \ \• \\ `.1 , \ • 1 - - - - \ \ 1 , '• I _ yo I 0 I •-`. • I `. 1 - - ` - a--`� \ \ `,\\ ` ` \\+o \\ \ \ \\ \ \ \ ' \ ` \ \ S. ` `. \ `. `\ `. `. \\ I \ ` `. \ \ ` ` I • • • • • • • • • • • • • • •• • • • • • \\ ,• \ .%. `, `, •`• ,• •• `,• `,• \ • • N • • - - - \ `\ `\ ``, S.\ `. `. `` `s. `. \ ``� `♦ `♦ `♦ \ \ `. `\ `.\ `\ `♦ `, `, `. `\ 1`. ` \ `_ _ 209 ♦, `` ` `� `\ `• \ \ `� `\ \ ,` `.� `,� \ `.\ `.� `\ `. 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NO. / -100________/ 00�y PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa / / oo` O G EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - - EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - • FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED PROPOSED CULVERT/STORM SEWER •.; ' I `• ` MORNING DOVE N I \.\ LANE - PLAN VIEW N ` • ` I/ �i ` \ N ` \, f \ EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4950 4950 PVI STA=7+70.71 PVI STA=1+70.00 >- PVI ELEV=4932.54 FO EXISTING WATER LINE PVI ELEV=4927.83 Q EXISTING GRADE ALONG Q A.D.=-2.95 4945 A.D.=2.78 K=67.80 4945 W EXISTING OVERHEAD ELECTRIC LINES K=53.87 3 200.00' VC OH E EXISTING UNDERGROUND ELECTRIC LINE 150.00' VC Oi Hi IH STA: 6+70.71 DVC: 4935.49 EXISTING FENCE O co O N 0 OO N 4940 co co Z ++ 0 4940 X rn o N � CO N� _�� Q 8 I CALL UNCC BEFORE YOU 811 DIG ��" \� H d � O- ' (n 11 CO 4.78% 4935 ILI > 4935 2 O co •••••••• / -2 95% PVI STA=12+00.00 / / PVI ELEV=4907.21 i A.D.=7.66 �, 1 -800-922-1 a OR 98 7 4930 FAIRBA PVI STA K=65.24 4930 H 500.00' VC o .- � ,- 4925 o � O HP STA=5+07.43 o T - C3 o I" .S rn a + 4925 UTILITY CENTER NOTIFICATION OF COLORADO \\\\\�o F\00 L/ i _ ti''. �� . 37660 _� �= �3,- 5/16/2025:,'�\ o (Ni CO Cv, HP ELEV=4938.06 O in CO CON 900 o �` • PVI STA=4+60.00 + cr) u) o H CULVERT 11 Q U PVI ELEV-4941.71 Q 15" RCP Co O_ u)K=51.72 A.D.=-7.73 HPROPOSED u)4920 GRADE ALONG 4920 400.00' VC flill • %/,ssS�0NA.. c)�\� iiimlll I IIIIO • 4915 4915 PRO_ PL • ENG: TAJ • ♦ • CHKC 4910 MATCHLINE ♦ 4910 STA= 11+50 ♦ DATE 1/28/2025 ELEV = 4913.23 ♦ • ♦ 0 60' 120' SHEET NUMBER 4905 4905 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 - MORNING DOVE LANE PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 6 27 141 1 \ o • , • •/ \ \ \ _____I \ • / I • ., \ . \ 1235 1 / `\ \ • • \ \ - I'- •\ _ ., \\ , ,,. 11/ I I .\ \// I /,1, \252 V \`♦\ ,, / / I - AI I, I , , , / / ,''' o / , / / / /\ I I .. \ \ \\ \ I `. `,`\, I,, I II, ' ' II \\\ \. • J I \ ,\\\ ,x,11`\ I I 1251 \ , `l I \ •, \ \ \\,.\\\ 1 \ \ \ I X `\ V , .• \` .�\\\, • ,```\` `,- ♦ \ `\I\ ` • , ` 250° `\ . , \ \ \ \ \ \ I — E 0 I z O - LL I. i CC Al N ' 1 _ N' LLI1-, • _• / -----I co I o o \ I II `` o \ I I'I \ \ I GAS CROSSING \ I I • DITCH SECTION \1970 `\ \ \ i SEE GRADING • _ _,- I - I/ / I 234' _ ___---- / _ _ / - "- ______ -'-- - Y' VARIES / -- PLAN '' -- --___- --___ I I / • 1 I ►I.a / / ////, / / , , , I , / / / I , , / I I I / D. / / / ' i i , � / / ; ,.'1 / , , / // /-, , I I I, - I I , \ \ , I / 1 1 • 1 I I I 1 I \ , %, \ \ , , I \ `, \ ,� \ \\`,,\V.I.\\� ♦ \ . ♦ \ \ \ I ``, `\ `\ \ `\ •`.� `� `♦`\I\ �`,; I (\ ., \ `, `. \ • \ \ -A \ \ \ \ \ O \ \ . \ \ \ \ \ \ \7 `, I\ \ \ , `\ V \ \ \ ,\ ,.\`,\\\.\ \ \ , \ \ •\ \ \ \ \ \ ` ♦ \\ \`. `♦\`.`\ `♦ `\ `\ `\ \ \ `, y\ ` `\ \ �\ \ ` \ ` �I N ~ LLI 1�■■ ■ W . , • DATE CNI .'�• ', • 1 \ ! , \ ` �, - -I - , �1- - - �y'-' DESCRIPTION REVISED PER COUNTY COMMEI` � LLI ---- - - _4915 _- 491 • • - • = • ° - - - LLJ G 4910 ---- Cf? \ `\ 00� . 13+00 �L 14+�\` ; ' 15+'001 ; I I 1''N89°50'18"E -a�*r� ----- ---- W / . __--- + 18+!! / t 20. 00 \o ,//' 21'i 0 `\ `. `� \ \` \`\�; !i1\` ♦`\` \ ` ` , ROADWAY NOTES: \ °. `. . ., �, °, 1 `• \ 1 I I I ,' 3219.08' - I - =I J co - ,'' / i ---- _�� ` -.- ' .• , \ \ . •\ , ` ' U s w 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE IJJ • • • �-� �- _ • !� • r -" `` �!~ 4905 - 4910 4910 � I I __ _ ZIJJ z Z / , I �,- -___ � ,_.... ` \ , 1 ` L - -- - - - - - - t -` - ___---- _ - 491 5 \ J J I 1 1 \ ,- �- ° \ i \ `` �` / '' - --/' • \ \Q \ v. •` v` `� \ \� \` I. ` ` `` \\ \� ♦` i ' \ I ' 1 , \ , , STATION EQUATION I / 20 ,' - 49 ' / ,/ , 4920 . v \ \ \ \ i \ \ \\ \ `\ \ \ `\ ` `\ 'CO` ` ` I T U i- Q C G `\ `\ • ` , \ / ♦ `. ` \\ `\ `\� , `\ '` , \ \\ \\ \\ •`, \ 1 •\ �, \ •\ \\ ♦ . \ ! \ \ .\ \\ \ \ \ ` DITCH SECTION VARIES - \ \ \ \ \ _ , `\ `\ \ \ \ ° SEE GRADING PLAN \ -_. \ \\ \`` ,• \I `I `\ `` `• \\ `\\ ' \ ,�\ , ♦ `\ `\ \\ \\ \\ -- \ . \ . \ , , \ \ ••\ .. \ \ ♦ \ \ \ • \ \ . , .\ •\ \ \ \ `. `\ `. `\ �C \ I ` \ \ % \ \ / - \ -'� \ / ' // • I \ , \ 1 1 1 \\ V \ I V I \ I 1 / % // \ '\ i 1 �\ `° ` ° I 1 ` 1 \ \ \ 1 ' I , \ `\ \ \ 1 \ , I , \ (MORNING ' \ I I `\ \I I I ' 1 \ \ , \ I \ \ ` \ I I 1 \ 1 I I I 213 I I \ , 1 I \X I \ co N: 1328611.73 E: 3227246.08 II STA: 17+40.70 1 I I DOVE LANE) 11 STA: 6+46.10 ' I FALCON DRIVE \ \ 1 Q , , \ \ ` ` ` ` I \ \ 1 • \ \ ` `\ \ \ `, \ 1\ \� \` ,I 1\ `\ IV , \ \ \ \ I, I \ ` \ . • \ �`\ I , W ��I OC �♦ J Q, � IL `\ - __ o , + , I\ w I I • \ -..........- _ \ III I I I \ I , ' ' ��' -' ,' - '" , ,- // ��/I - / ' , ,- -------\ _ / _ _ _ -'' ' I, i /' I I 1 — I1 \ I 214 ' ,fi \ / ,-,. ,,,''1 J , / , I \ _ - , ,/ \ ; ; r.__, _ , / I - ` 49-2-5-• --� -t --• - I i' `-____ `, \ `♦ -,' ``.�` •�` .` I \ -, '' `•�` - ----__ N ' '� ` ` / /' \ \ \ ` I ♦ \ , \ \ �`.I `♦ •/ ,' ,215 \ \ ��' `, ' 1 , , 1 �'''"- ( I `\ ♦`•\\ \ \ \ I i I \1 ` �♦ • } \ ` `\ I `\�`. \ h \ •` `` • ` `� .\,`.`I. ` \ \ \ ` \ I. I E ' I . \ • \ \�\ \\�\.\\ J ` ` ` \ ' 1 , , ' ` • \ \ \ ` \ \ \ \ 1 \ \ \ \ \ \ o ` ` \ ` ` ` \ ` `\\‘‘‘ \ ` \ \ \ \\` \` `\ ` \\ `, \ \ \ `\`\ \ \ \ . \ o \ ` \ ` \ \ ` \ \ ` \\.`\\\ \ `\ 1 ` ` \` ` 1 ` \ \ 1 \ ` \ •` �\ `\ `\� \\ ` `• ` ` ` \ • ` \ \ ` \ \\ ` \ \ ` ' ` \ ` `o \ ` •\ ` • ` ` \ ` cS` \ \ ` \ \ \ i N , \ \ \ \ \\ \ \ \ \ \ \' \ \ `\ \ \ `\ ` ` 216 \ •`\ `\ `\\` `, \`\\ `, 1,\ ` `,\ \ , \ \ \ \ \ \ •\ 1 \ •\ \ \ \ \ \• • \ \ ` \ \ \ X•, , J I U 1Q C G I \ \ LEGEND REV. NO. � �_ >0p�� ' 00�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa /'7OO_____EXISTING O / _� G EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO `\ \\ \``\`\ • ,`\\ �` \ \` \\ .� \.` •\� •__ \ `\ V. \ , \ G , \ \ \ \ \ , . . \ \ , \ \ \ \ \ \ ♦ \ \ \ \ , \ , \ ` • \ \ `` ``\ \\\ \` \\ ro �``,`\` \`\`.� • ` , ` \ `\ ` \ \ ` , \ ` • . \ \ , • \ \ \ \ cp \ \ \ \ `V\ `\ `� `` \ ` ` \ - -"-.' , \ I I I It\ \ %s.\ \ , \ \ /x , I \ `\ \ \\ �_ —I V ' I- - i- 1 \ `\ , ; , \ I.\ \ , \ \ ` \ ,2 \ \ \V\\ •\ \I — ` • \ r - , 1 \ \ \ O) 1 \\ • . \ \ \ , ` . . `. \ \ \ o .c) `+• ♦ \ i`I I \�— \` \ �,' / ` , , / . . \ / I . ♦ ' • , `• .-' `` `\ \• �' `. --� • J ` \— ` \ — — = ...___„._•_c_.... �- rT \ `. •, - I ••...---..... �, / / / ,--.___ . / , , �� , I /�' �\ ,' 'I I� — — -.,.-..T `. �— - I I1 , , , ' I \ , \ \ \ \ 1 1 ` \\\ ` `\ 1 1 \ 1 \ \ I 1 I , 1 \ \ �, \ 1 `, 1 ` \ \ \ \ \ \ \ \ \ 1 1 1 , \ , •\ , •\ \ 1 1 \ , 1 \\\11 \ 1 �• \ \\ ` i `I 1 i \ ` \I �` ` \ \ ' I ` 1- , i 1 \ ,• • , \ 1 \ 1 'lit 1 1 \ t `„\\,,, EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER \ \ \ \ \ ` \ \ \ X( . • > , , - I I , , \ I \, \ `. I MORNING DOVE , LANE ` �' , , \ , I 1 ‘ , I III Il \ • `. ` `, ' -- - ` - - / y\ ` I I 1 I t ! t I 1 \ `\ `I - PLAN VIEW / \ EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4935 4935 HP STA=18+40.17 FO EXISTING WATER LINE HP ELEV=4917.45 PVI STA=19+70.21 W- EXISTING OVERHEAD ELECTRIC LINES 4930 LP STA=13+34.914930 PVI ELEV=4920.80 LP ELEV=4910.61 A.D.=-7.35 OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=12+00.00 K=67.99 EXISTING FENCE PVI ELEV-4907.21 500.00' VC A.D.=7.66 X I 4925 K=65.24 N a) N M 4925 CALL UNCC BEFORE YOU 81 DIG 1 500.00' VCco o > o _ �1 N t o N tCD O ( ,-- - N o co j Z j 4920 .71- cn v � co 4920 a» ,_ a H> ~� - 05 MATCHLINE • 1 -800-922-1 Q I, r OR 987 ` STA = 11+50 ••. 4915 ELEV = 4913.23 • 4915 1.76% ` ..... � i CULVERT 4 • / 15" RCP • o 0- UTILITY CENTER NOTIFICATION O F COLORADO L/ \\��\\\\\\11111 111111/l// (§.. --------- tio• a - .,--- - - 37660 0 :z&\ �'• 5/16/2025 4910 i \ I. 0 4910 N �, / / > EXISTING GRADE ALONG PROPOSED GRADE ALONG v) °- 0 / / \ `SS9 4905 • 0 4905 CULVERT 3 �� / ♦` �� jSSsONA.. ��\�� ///O1III I I IIIIO�� 30" RCP / / .. 4900 0 MATCHLINE 4900 / PRO._ PL STA = 23+00 ENG : TAJ ELEV = 4902.43 -.00, J' CHKE 4895 C3 APPROXIMATE LOCATION OF 4895 1 DATE 1/28/2025 EX GAS - DEPTH IS NOT KNOWN 0 O' 120' SHEET NUMBER 4890 4890 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 - MORNING DOVE LANE PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 7 28 141 COI CV I'_4895 , . ,/ \ , ,_ __ 7 /' �',‘, \‘. •, • , --_., , ..._,______- ' ; , . �`.� \ \ , \\ \�`., \ ` _ _ 4895 —_ '- • ` \ .`, `��',__--_- ----- -------' ` .`\ �\ ', \ 248 ,/--' , „ ' �� \\ `, \ �'\\ • 249 \ \ ,,- `, '`.\ �`, --- `\\, ``. 0 \\: �� wags\ �'\.�` DITCH ,� `, \ \ ``, `/ ` ,„_\._/ , , , SEE ,- GRADING CO ,,III I ,` I VARIES PLAN I4.___________,, ,' . „ , , \ , . , , . , . . , �E `, '`� �`� '�� `, `.� -, `� `,`` ,` J / 247 �`• ��`, �'` I/II / `, - /' �'� s9s ``. • / `, • `, I ��` I �` `I `,I ,, ,-- ,, , ......— • _ _ ,, ' -.'",,- � - — — — '� -' '` ' „„"-' ►,- I `` �` ; / %' I I �'� �`, �`, 246 \ �� ;� I I \ 1 i `, \ , `, ., o ., `., `. • �`, I , ► • I ``. .. ``` \� ``` `‘` ��` `,` �\ .` \.,I •SECTION \ �`• , `• \ '`, `` `, `• `. . ` . • • I �� `,=____•__,-----,,_ �►70 ___,- .. \ . , . , , ., . , \ . \ , , „ s , , , I ; `.244 �`,� `� , , , , , , , I I --"— --- __ �; \ , `, '- - - - - _ _ �� _ ,' -74-- / I % \ • • ,' - ' ` +` y� , i i I ii • I :, `,,,'`,�� ,`, `, `, �� • • I _ `, -\ `,•�•'�� • I �`.\` • o II `, ' �g1 \ - "245 �` •�` ai i `, ' Q -- I O Z ■■� 410 g ri: I t�ILTI �_►� , �■ ��1■ . LO DATE , ■ - -` -\ (�k - - _ .T 26' EOP-EOP —,4soo` / 4• � \ �soo ____ — i. ` ~ _ • •• 95 '� _ �' �ti - •-- - �- �_ ` KEYMAP DESCRIPTION REVISED PER COUNTY COMMEI` _ _ 4890 � �� 5 4g 0 0.0 -_ 4895 - C� -� p W `.` `, ; 2 +00 `� +pp .+00 / �7+00 ` , �' `. 28+00 29+0c o 0+pp 1. N89 5018EAz-.300c.„„� 31+00 :.� `.� . \32+00 L=269.62, �. 49os = \ ` `, ,� ` ,`. 1 '`. , �. `� .`� a O -, 3219.08' �`\ + , 45„ � . A. \ �` \ — �� ROADWAY NOTES: \ -- W 4895 - ,r--, 4890 = cr -• ^ - �� 4x� • - - 00 - �` � '_4900 =GAS CROSSING ` i `` ' 4895 - — - ` T'S . \ � - i'� � 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20 NOTED. TO IN TO THE J-` UII Q 5 489 ` , \ �, °, `,` `,` \ ,` `; `, , , �� \ , , `� `, 1 , ` `, \I' I; I ;� `, '� �� j\I �, `�� `, 'I 9 \ ' ' `, \ ' ` , P \ 6 , I 1 I I I, II ', I , I , , ' ' I '� '� �, I I I I '` ' ' 1 ' -P � - �/ G� G GAS CROSSING �`\ '. \ \� '`,` . G \ / DITCH SECTION �� I � SEE GRADING `� / r / GS„ `' ._ , .. / ,/; '` `\ '` `` ,' _ -.`-.____- -_____ '� '-. `\ `� __------- '` I ` `.�-_--_- - _\ '�\` .�`; .`` / ,- _ _ `\ VARIES - '_� , .� PLAN �` , / `� \� -_ `-- ` ` ` _-------'`�\ �'. • • • I ,,,` `, l \ �` •`, I 153-------- \ \ t' . • \ I i , \ `'i, I i ' / \ ^ > I. ; It ; I , II r` 7‘'.- a ` _ \� .�\� `, \ `� `, �� .\_ 4s .I \ 05 ` ` ` ` . \ ` `\ - - \I ` \, '' ` \ ' ` ` ` I\`'`` �``.``.` \ `.``.``'` `` \�` `,___ �` . ` \ ` `, ` -- `� . . . , \ . , `, , , . \ V �'� '�` �`. `, \ `. `�'`,'`, \ ', '� \ •` \ • `,`‘ ,` •,` o`�' ., ,` `,` c'' , , 1 /� ` ` ' ` ` \ ` ' ` \ . , s ` , , `, \ ` `, .\ , \, `` I Q ``c53 `` `, ,\ \ `\ `` LEGEND REV. NO. / /Op -'100__________/ PROPOSED V PROPOSED MAJOR CONTOUR MINOR CONTOUR 4444444 ` , ' ' , o , , , I %`, . ` \ \ \ `. , I' I ` ` ,% ` , `I `II 'I \; I A� ; I '11%14,1 1 , 1 , 1 1 \ ; , ; i i ` `I ` ' ; oI , , -, ;T'� , ' ' cep, , ; , ; , ',,,�,,', `, II ', , , , — ,- ` ` I I 1� `; I -' O' ``` `, \ c3 `% ; ,` `` , -,- ---.. . //,....--"I ,• • • `, , , ` , , -- ` , , , / ,,-- ` , ` ` ` ,' `� ,• / G •__-_-- I , \ `, `` `` , .- �`. -,- `, ``, ' /'- , -- s\ . 'S I , Co ' ' - M1 I` -,�� .'/ \ `; '` `; 1 ; ; i I �`,� •- A\ \ ,\ , , . A8 •`, `, \`, `, I I I /\ / , ` 'I` 1 ' ` , G' ,- ` `\\ , `. , ` , y,, `, / % 8`9O • I \. ` ` \ \ , • ` , .- I \ a` ,` • `�. �`�—'� `, \ I \I . ` ` , , \ , ` ` , , '� \ ; At�� ',` 152,E ; �` `,` \ `,` II I ' , ` I 1 I I I , II ; I , I I', I% I , ; I I ' I I I I I ! , , ' ' ' I ' ; / , ; ; I 1 , I /-700-_____/ / \�OO� EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO — EXISTING PROPOSED — — GAS LINE SWALE/ROADSIDE DITCH • FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED •,, „ cr, , t • , / ---_.—'---'' / ; \ `, `, / / ill ` I ' ' ' • • .. , , `\ __ ,' ' - '`--. ''''s..-__....- MORNING _-- �g95 ,� �' ; ` \ �\ I ` __-'• __� DOVE LANE - PLAN VIEW i ' i ' ` I / PROPOSED CULVERT/STORM SEWER / • EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4920 4920 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=24+40.21 EXISTING FENCE PVI ELEV-4894.53 PVI STA=33+68.43 A.D.=4.88 PVI ELEV=4904.96 X 4915 K=69.68 A.D.=-3.08 4915 81 1 CALL BEFORE YOU 81 DIG 1 340.00' VC _l K=81.26 250.00' VC n, M C71 N PVI STA=31 +40.21H • • O `' m....O PVI ELEV=4896.80 4910 N '71- N�' I LP STA=27+78.47 A.D.=1.87 K=74.73 M c "' 4910 Q O Q LP ELEV=4892.44 o N �' o 0- u) PVI STA=28+40.21 HH 140.00' VC M M PVI ELEV=4891.69 N o I- j I-> 4.` Q 18009221987 OR A.D.=2.41 O� o"' u)0_ u)� 4905 MATCHLINE K=124.31 + cm 4905 STA = 23+00 300.00' VC 000 co d' CV CC) co 7 H HCV ELEV = 4902.43 a a N N H H O cp o MATCHLINE UTILITY CENTER NOTIFICATION OF COLORADO0\0."._-,--- \\\\\\moo .----ollll��///// .• ---z-• — 37660 - =�: �_ -23 % 5/16/2025 ...z.."- 4900 + 0 / f_9,0/0 3' STA = 34+50 4900 Q U Q / ELEV = 4905.25 PROPOSED GRADE ALONG c 4895 7p% 4895 _ _ — •••• %/SS/0NAL ,�c \� I IIII1\\\\�\ -0.71 % \ e� �—/////11111 _ _ — �. EXISTING GRADE ALONG 4_ 4890 4890 PRU. PL APPROXIMATE LOCATION OF O O 1 ENG : TAJ EX GAS - DEPTH IS NOT KNOWN CULVERT 5 CHKE 36" RCP 4885 4885 DATE 1/28/2025 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 - MORNING DOVE LANE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 8 29 141 • • • • • \'' \ • ` �• 1 I ' ' j s \ pa95 I /'� r I , , / , I I `` (/'". 1 I li � �....... ''' � ••_ ` • _ --.4. __ • _-- .' / ,/ • • • • 1 �\ ` \ / , '--- _ `• `\ `\ `\ 1 / .'---�� \ `` • ``� • ` ' e. ,,, / , j , . . 4. ,._ . l_ ....._ � 910'x- ,.___ ,.._ r '�/ 7 Ii 0 \ \ O2 /' ..5 / / / / \ \ \ \ ' / 1 1 , 1 \ , 1 , , , 1 / ` `)� ,` `• ' ----� �` \ • • • `` ii I ' - _ 4905 �� _ - I I I\ _ 4110 / / • / • • / • / ��1 / \ •.• `___ -- / 146' �/ ). \ I •,•• / , , ` _ I -. -- ,- /, / , / `' ,, / -- o , \ \ • 1 ; '-`, 145 ., \ \,• \ ,' , ' / r 1 , \ `._ - 4895 s -',.' �' �' / ,- , i / , / �� ,' ,' / ,'l __ --� y\ \ , `, ' ' , ' ` 1 ` \ /' h / I1 - - - - - 4900 - - : -' _ " . -' / ,' ,'' - - -0-' J' ' r ' ' r ' __ __- ,. / / ,,�1. 1 / STATION EQUATION-- / r • ` • -,� O c o 0 _ /--_._, , - '' ' '' , /' - < _I y \ • 11.1 _ --� ll _ 147 ------ -___ -' '' ' i i 1 / _____� --'-- �_ \ --- / , I \ ( --' • - /'` -- \ i /. / 1 `• \ \ -.�\ - --' / i ` • •\` �`• `\ _� Q _ \ __-.-- -' / \ \ \ -- - _----- ---- -- �- ---- - �.'',.'� ,/ 1 -- - -- - �.� / 1 / 1 ` 1 \ i 1 ,, /' i / ' /' ,/ /,-' 1 �� i �� i / ,r /' ' , N: 1327740.48 ' ' I ' ,-I,- , / , 4 1 • / / , /,,, / , / ' / NI / . 910 1 , , �,, . '/ E: 3229700.54 co t o• .' / l / �' /// ,' ///////////./,',, �_-',' STA: 45+89.78 / / , i + `-' / i i ' ' ,"' ''�- MORNING DOVE LANE ,' J' Oh coa) ' i / , •' ,'N ,,,,_,../ . ,---- / STA: 74+57.27 / , , -- / / ✓, / (NIGHTHAWK DRIVE) ' // / �' �_ Q J , \ o /'� , / , ,� �' j /� / '' o . /-V, ` w• .�-,,\ '� '' ,� / ' / 1 , s , , J - \ �LO ' o \C DATE ',♦ - 4900 _' 1 -O / `\ `� ---------- 1• \\` 1 -\ - - - - .'/////,,,//1y � - / - - / , - '' ' /7/7/77-/ \ 26' EOP-EOP -` ,__ I ,! i ,/ '' i '' \ j __ `, - - - ` - - ` ``•_ \ -- w- _ -- i _ ! -_• '' i ' - --" - �` =�- 4910 •�� - -- - — - 4900 / k ` —� \ —r —� , _— — _- ----- �� — \ 6 — . _e ./ -- \ 4900 KEYMAP _ 'i DESCRIPTION REVISED PER COUNTY COMMEI` 37 � i' • — Iz--_____ - � / _ / /`�� / —'� --_ N - \ — 4910 ___ .� �/ -,�- _- LJD .,' j-- � 9+0 \ _-� 40• I0� / 41 app / /-4 I'', S33°04'17"E �' =� 45+00 .‘ '6+I�0 --j-_ ___ `--� ` ____ - \ 4,9 os \ o __ o 'S \ -__ -`___ ................. .,,' .` =500.00 oCK I + ' ' ` 679.18' ' ---' i / / 'ji �il ��-a �� `\` \ /,- ---- -; '-4 `.___ \10--�- - '`� --- - o'o ROADWAY NOTES __- �- -- L=228.59' / i __--- - mcp - J ---`' / 3 � — —�" . �- i• �" /` '�.��,► ,e. 905 -' \ '--- CZ' • -� 4 1" - - ,� . o - , _`_ n - _ / 6=26°11' - - \ .-- , .- ,' ,\ `-- G 4905 ,_-� �` -, • \ `�� •`� \ `` ` �� ` \r--- ' i �� I STATION EQUATION 1. ALL EXISTING BE FILLED ACCORDANCE 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE TO IN 20' TO THE NOTED. - - - ��i / j . /_-_ T -=.• c-- 7 -�__-- • ®'ice `�� / \ _ �� -''-' �L T - ---- `- -- .� _ -- ` •` \ ` \ • ` -1.......1/' 1 , --'''' • `,•\___ , -1" // /. -- ,- / - -� \ `. `, \ \� / • \• .� GAS CROSSING— -_1 ,• �_ ---- - - 's -- \� - ---_. 4g05 °15 i, / - / / \ ` `• `� •� -, 1 , --- `� `---- - ' 35 �� `. \ ``. \``` `` \�` \` / \ � ,( ` `,-` I \ • 1991,, ,` ,,-- ('- __--' • • \-- - 4910 \ • __ 2 . Ncc)• ` I\\ \ ` ,�\ 11 , , ,� `/ \ Y`\ ` `.� �__ I 1 , __--' ,'' S` -- - _ __ ---_ _ —157A0 `\ �\ I ‘, \ ; ' ' / / �`• •�`` \ ' I �� _— -- `9 6k .%5 `\ \ \ `\ `\ \ �\ / i ; / `. `� `I '---'--- _ - C)SeVe4g1`J j - `. `. `. \ 1` �`\ ---'/ ' ' ' /O 4910/ \ \ `` I I , i /-' -- • �� ,� ,� \� \ . ,• " ,1-- _1 _ N -. I -, I I — � N: 1327740.49 E: 3229700.54 "�,-- STA: 45+89.78 (MORNING -- TA: 19+62.50 ;- (LEDYARD I '-'-'- __ � -- -- "' -'` DOVE LANE) , ROAD SOUTH)`,, '->, \ `•�`. - s9� '>: �., , LEGEND 5 �•. `. 900 -' '' 1 1' ( 1‘.'k9 s ` \ •\ 1•�.• — 4 --. / , / / , / J I I ,1 ` (v.„'Q, \ \`, \`, ' .'''------------ ,, �r / / _ , . 'j, __ 4915 oo\ S • REV. NO. �\1p0�� -lpp PROPOSED ��PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa �`� 4915, ,\- •` '-.�`.�` `.� ` ; \ \\ 05 '. 150,''-'''- ----- -_-``f / l ;' // ♦ g�• �49 kp `� \ STATION EQUATION , ` `\ 1 ° \ `-, `\� -' ,' ri / '\\ `, /' I 1-' l �' �''/"_- �; , i /---'' -'\'' \ \` \ .�� - \ \ \ .� `� - .-------/ , / / / . i9. `� ' •.' �'' i 4905 _ - \ J - - iN: 1328511.05 , 49 \ _ • ,I \ - _ �____ E: 3229039.63 \ 7 1/ _____ , / / / --' / / -- _ �\ \ t! ], / \7OO / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO \ \ , I / -_� ,„V STA: 35+56.44 \ ---- 1 1 , / / . --- 1 . - `,�, `, /-"-- - /.' ----_ ---'--�� , 1 , \ 1 I` , / / / ,' i / / .. ,,, \ \ \ (MORNING DOVE LANE) , , ' i p/ / , , , \- / , / / / / , , ` I I I . I / / / / ,, / 1 , / ,/JJ ,. t! C \ , 1 , S. 1, 1 7 ` / ,/ -,- _ '`7�-_ -_ �- 0 149,' J ` • \ , , STA: 0+50 , , , i I , _. -- 0,9` `. -_, ,. , . , / r l / /i ' / , �, / \ \ ' ' (BURGHLEY COURT) ' `, 1 `\ �1 N , - : / �/ C9 .\ / .� --- : `,I T 9'0 `� , 1 / �� , _/ "/ �, • , \� ; \ - �� ` G �\ .. \ `\ i /� � -- \\ - / -.��y ` ` ,, �� _� \ \ \ > \\ I\ --- -,•� 1 / `• , r _ 1 4e2o - EXISTING - PROPOSED GAS LINE SWALE/ROADSIDE DITCH ��\ \ ,- , , i ' 1 , \ , ` / `` , ,� ```_ ._I,-- \ `,�\ `` 1 1 / , / I I , r r /�, ` \ \ - , , \ i i 4910 ` ' 1 , , ` I-' ` i 1 .' / / ly 1 \ �__• .s•••` \ ,\ ,\ , , I, ; �‘ O , , 1 / ' , / _-` / / , \� /� '\/ // FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED \ ` ` 9/ \ \ \ I 1 (P‘ \\ `' \�-'------- 151 \` \,_ , , ` /- / / • ' _, ' r __ -- \ \ , `,\ `\ `, \ , , ; ,\ ,\�,\\ \0`4920 X9O =-_ ` -`. , 1 ` -`----- __ �- \ / ,_ _ _ - 4905 - \ \ o , \ • �> , \ \ . ,.� \ s `--_ `�'• `. .. -. - - • ' �`. \ \ ` \mac' ` , \ ` '`. ` `•\\� / 7�/ / // �,` ;_ ` �\ '' '- `-; �- _ k' / / \ _- PROPOSED CULVERT/STORM SEWER - .'' ,-- MORNING DOVE LANE - PLAN VIEW _.='�t:- EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4925 4925 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE = X 4920 p 4920 811 CALL UNCC BEFORE YOU 8 1 DIG 1 co o H N � o � CI Q -NF- rnl0 4915 ix 4915 0 Q Ill Q v - - - PROPOSED GRADE ALONG Q wH _i 1-800-922-1987 OR I Ili 4910 +cri � _ �� 4910 i Q w m ° 50°'° H 0 CW UTILITY CENTER NOTIFICATION OF COLORADO \\\\\o�P IDIIIOI I III � //// � �: . ti .. '= _� °�0 37660 �� ••, 5/16/2025 •'z&\ 4905 4905 1 EXISTING GRADE ALONG Q MATCHLINE - STA = 34+50.01 s 4900 ELEV = 4905.25 4900 O %/,ssS10NAL•.) 1///IIII111111\\\' APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN //7/�j/ PRO_ PL 4895 4895 ENG:TAJ O fi -f,p/ 1/ . ,� CHKC 4890 4890 , .I///i DATE 1/28/2025 34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 46+50 - MORNING DOVE LANE PROFILE VIEW 0 60' 120' SHEET NUMBER I md 1" = 60' (HORIZONTAL) 1-= 6' (VERTICAL) R D 1 9 30 141 , ,, , ,/ / ; I; , i / I \ . 1 1 , / /' / ' I i/1 \ ` -- ,- / ' , , , /+ , ,• , / , I I , ,, ,, / •, ,/ / 1 , ,' ' -,- / �. , , �O 1 / •- , , , , ! ,'�f '-' % ,' , ' . , / , \ d \/ - / ,' 1 , ' , , -' , , / -, , -, ®,, / - 70 I \ - , \..- ,.---_---. \ \ ,-' �.- `.` `\ \, ,- . \ ,\ ,- `` h'' , \ \ .-' -''--` ` I \ .._ ' .' , I . _ -, I +, ` \ --'' 1 , \ \\ �, I I I I �\ I 1 I \ I 1 , 1, „ \ I , `\ , \1111\ ` \ I 1 , \ + 1 , `, I , , ; , 1 + 1 I , I I , 1 ` I I , 1 I , I I ► ► 1 , `, , I I I , I I I , I ` I 1 1 I I I 1 , , , I II 1 I , `, \ `� I 1 , , , , I 1 1 l , \ \ \ , „ `, `, `,\ `,+` \\ , , , 1 , , ,` I co I U� I V1 , I I 1 I I I AN \ x� , , , , , I I I , , , , \ \ , , „ \ , I I \ , 1 1 \ \ \ ` ` ` , , , ` , ,\ , „\`�`�```` + I , , I I -� , 1 , , I , O , , 1 I , I I I 1 1 , , I 1 I I 1` I I , 1 ,\ I , I I I 1 , ,‘,\ \ , , \ , , ,\,‘ \ ,",\`�,`\`\ "\ , " , ` \ , , , , , ,\ ` , , , , \ , , , , ` , \\ , �;```` ,` . ,, , , , \ \ , \ \ \ \ , „ I , , , , , I ro , , I I I 1 \ \ I , -05 I 1 1 , O , 1 , 1 , AC -1A% 1 , 1 I + I I , , , + , , 1 , 1 I 1 , 1 , , , I' , 1 ► , , 111� \I 1 1 1 I,, 1 ,, 1 1 I 1 , 1 1 , 1 1 , ` 1 1 1 1 1 1 1, 1, 1 1 1 1 I 1 1 1, I I 1 I I -� I, 1 1 I '\ , I 1 , 1 I I, I, 1 1 1 1, 1 1 1 1 1 1 1 1 , I 1 1 1 1 1 1 1 1 1, 1 11 , 1,, I1, 1, 1 \ N.\ \... . `� `� . . . .` \�\; y`X \ \ \ \ ,` \ , C„, , , Cr I , \ , 1 I 1 I \ I 1 1 1 ► 1 1 , I , I 1 I I , I 1 I I 1 I I I I 1 1 I 1 , , ,/ . . , .` , ,410 , , 1 , 1 1 , I , I 1 ► , 1 I , I , , , I ; .� . 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C - --- , - = _ +00 — o �, _ _ -- 3+00 N89°43'42"E ' 4 0 , I I /+ 1 p �O `� I�� , +A +,� 0 I I I ' 6+00 , ' 1 D=25 I , / s ��g ---- ------ i 1 °s \ STA: 6+90.91 ' i I ,'- 1 \ \ — . + \ (NIGHTHAWK DRIVE) ` `I ' ' / -- ■ , --' — — , I / _ - - .706.63' ' / / + /--- 1 i i / I I , / ' '- / ,` '�� 49AO , \ I �I/ , `, \ �` n ^ \ 1 I I , ROADWAY NOTES: _- ',ii �>/ : �'; 1 1 y,� �- Q\ 1 I I I I\ / / _,-_ ,,-'' ,��•''' — — �; ' ��_��_��►� _ — - ..'tea 492 s -2� — ' 1 \ ` o i9 + , , ; 1 1 I ' \ , , 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. 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NO. 4965 4965 / ----too -10 �7oo� _______y PROPOSED �� PROPOSED MAJOR MINOR CONTOUR CONTOUR N-4414141414141 PVI STA=2+20.73 PVI ELEV=4949.56 VI STA = 0+65.68 P PVI ELEV = 4952.66 Is / / -zoo / EXISTING , / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK PLACE PLAN & PROFILE WELD COUNTY, COLORADO 4960 4960 EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH 4955 4955 - • FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED ® `♦ EXISTING GRADE ALONG Q 4950 ♦ 4950 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER ♦ EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4945 4945 4940 \ 4940 1a FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES 4935 4935 OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE , 90% PVI STA=7+72.66 PVI ELEV=4911.46 X A.D.=4.91 4930 K=50.96 4930 81 1 CALL UNCC BEFORE YOU 811 DIG 250.00' VC `9 0 `9 6' Imo rn rn 00 rn 4925 oo 4925 ♦� .._ �� mar I, 1-800-922-1987 OR 4920 4920 co co 0) 06o W ≥�o + � UTILITY CENTER NOTIFICATION OF COLORADO°��•°� ��\\\\\\\��III 1��iiiiiiii o �� p,D l/ tio:'5-2- = �: = 37660 = =-o • -_ �9 5/16/2025 • � °+ n 4915 � " > Y " > 4915 �, U) w _ u) w 5 CL 5 i- 55 ♦ • 0 PROPOSED GRADE ALONG Q 4910 ♦ z 41 90 •��\ /////1111111111N\\\ "2.00% MATCHLINE 4905 2.00% -2.00% -1.84% STA = 13+50 4905 / PRO._ PL ENG : TAJ 0) ELEV = 4901.05 rn `. , CHKC 4900 0 4900 DATE: 1/28/2025 < J cn W 55 0 60' 120' SHEET NUMBER CL o- 4895 4895 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 MEADOWLARK PLACE - PROFILE VIEW r 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD20 31 141 • • • / 1 / ' I I ``. ````• `\ ` I II I 1 I I `• `\ I III \ , k I I `, \ `•\ •I ` I I I `\ ,. \ I \ •\ \ \ �r in C ' `\ \ I rp cD '• / ' � I I A I/ i �'' / o •, `. 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CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE S. \ \ ` 453I.10' • ` 4890 / - `-- • w <—�, : _ __ ;■ice_- \�\- ;�ti __ �_ .�,/_ �� _ _ __ •__� p ,� . z - lir _ _� �� '- �i �� I• •.` �` S. ` �'` `\�` ` \ s5 c �� -,jl 4895 _\ 4900 \.�� ' ( \ •S. \I \�\ `` �'\ ``� � ` �` `� J 4900 \ \ \ � _ J/ ` •\` �\\—� 'nn V+, ' ` ` ` ` ` \ \ `\ �� rt — rt — + / \ . \ S. \ ` `\ `` `` 0 \ \ DITCH SECTION VARIES - m � o -o + I I -� _ _- �� 1,_-__ \ `� _` ¢900 _ ,I S. STATION EQUATION ` `� `�� ``� I +\ T \�\�� ; :T \� \ I \ \ \ \ \ \ I \A0 ` •. `•.`•.` \900 `\\\ . \ o \ \` \` \` \\ \ `\� \ \' T, \ : \� `•` \ i , \ `\ •\\ m / • • \ , • \ \ rn • I \ \ / I \•N \ 0) ,' I \ I \ I ,,,-' \_ i / //, '/�, \ /,' �,-' /`\ ,/ \� / ' /L ,/ \ \ `\ `\ • ` \ v \ \` •\ \ •\ SEE GRADING PLAN S.• S.• S. I • \ \ \ \ I \\ \ S.S.\ • •`\ N S. `\ •S. I \ `\ S. •` \ \\ \ •\\ \ N\\ `\ `\ `\ �, `,\ '101 I \ `\�, `\� \\\ \`\ \ / / \`\\ ``\` �`\\ \`\` \\`` \\ '//'I `\\ `\\ S. `\ \ r' • \ \ \ S.• -/' S. S. S. \ -� `\ `\ `\ `\ \ I I \ r'CO I I I ' I CO o z �• W _) Z- _ CNI o •4t I o o f , I ` N: 1326380.67 \ \ �` S.---_ S. __� I \ S. �� `-- _ E: 3228542.83 \ S. } I . STA. 18+97.23 \ \ N. \ `.1, (MEADOWLARK LANE) `\ S. --__ . --1-- I STA: 0+50 \ ` S. (KING FISHER WAY) _ 96 \`. �� \`� �\ �` -�� -` _- \ • \ ` I \ ,`,--__` `•`� \� _ • 1 \� \ \�'\� `\� \ I \ . \/ -,, \ \ `�'` ''� • L o `�� S. ,� J / . \ `\ \ / _ _ -_� / I I I I DITCH SECTION VARIES - \`• `\•\\ �`\ \`� \� \\ \' SEE GRADING PLAN \ , S. \ \ 1 I • `\' 1 + \ S. \` S.S. ` I , \ S. •�` �,' \� \ \ \ I \, 1 1,' / \\ `\`•S. / ' \ `, \\\ I /-' ' �9s _ _ / I `\\ - , I / 1 I i ,' \ �, _ - / I U Q LEGEND REV. NO. / \100�� 1oo�� --''70/-)� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa / / \700� / EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK LANE PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH I \ "\ I , / i ' 7- +--`. I ' \ •`I _ •� S. .� / \ S. / `\ `• \ ` • ` I \ I o •`\ S. / \-• • \� - \ r N \ S. • `. `. S. I \ \ \ `\ •S. •`\ I I �' I I +' I l ; ,' • I cto— S. \ ; FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED \\ \ `` -- I I \\\ `\\ v •\ S. I �\ \ •` S.\`•� �- 1 \ �� i I I I I I PROPOSED CULVERT/STORM SEWER MEADOWLARK LANE - PLAN VIEW / EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4920 4920 FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X 4915 HP STA=22+27.55 4915 PVI STA=14+11.97 HP ELEV=4899.35 LP STA=24+07.36 811UNCC CAYOU 81 ORE DIG 1 PVI ELEV-4899.91 PVI STA=21+60.97 LP ELEV=4898.39 A.D.--1.24 PVI ELEV=4899.91 PVI STA=24+70.12 c0 0 K=96.41 A.D.=-3.99 PVI ELEV=4897.84 0.j 4910 120.00' VC K=50.12 A.D.=3.58 � 4910 IDH 200.00' VC K=55.86 CON �, > 200.00' VC +o �cz �� +— —H �� C) LP STA=17+94.24 0� o� r , � CO a cl 1-800-922-1987 r OR 4905 Q LP ELEV=4890.52 0 09 N La o o ~O 4905 �n �� PVI STA=18+00.19 N� c\I� + PVI ELEV=4887.91 Qv Q~ c+,"°a'o N� N� PROPOSED GRADE ALONG A.D.=6.41 a H > > 291°'° K=50.68 � u) °- - 4900 325.00' VC 4 / MATCHLINE 4900 UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\�\ 0)0IIIL/l///�/ ....• ti i. o :a . 2: __ = 37660 --,--:;-.13,_;\ 5/16/2025 :'� / -0.67% / STA = 27+00 cc rn M W rn - / co a' I I co N co _ — — _-A/ / , ELEV = 4904.40 MATCHLINE 3' + rn N corn co / 4895 STA = 13+50 9 0 `°co °' O 3°/° 3 - - ._ • 4895 ELEV = 4901.05 Q v Q > U) a 2 CULVERT 32 F ' •..... �� ss%/�/NAj1\\\�\\\\ 30" RCP EXISTING GRADE ALONG / 4890 4890 \/ CULVERT 31 / PRO._ PL 36" RCP ENG : TAJ -� CHKC 4885 4885 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 - MEADOWLARK LANE PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1"= 6' (VERTICAL) RD2 I 32 141 1 i / / 1 \• 1 / \ \, \ \ 1 , , / \ ,I/ \ / / 1 / I\ •♦ •\ \ ••\ \ •\ \ / / / 1/ / / / II I \ •\ \ \ \ \ •\ •\ \ ` \ . ,-0 I / ` 1 / / / \ \ \ \• •\ \ o . 131 , / I / // 1 / / / 1 \ \ \ \ \ ` \ \ o \ II / / I - �. - • I \ \ / / END: 40+66.8 I \• II •\ 1 1 •11 I I I 1 / l - I -- / s z__ _ ` / \ < ,.. / - �..- E IX tA Qz I \ \ \ ` \ ` 1 I Ic. , , , , I . / / / , / , ( I , \ \ , / , f / 1 ' \ 127\ \ ` \ ` \ \ Y �\ / f 1 I / ; I / ` \ \ • ' 5. ! 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S. `\ \\ `\ \\ \ `\ •S. `. `. `, S.S. \ S. `, S. \\ \ S. S. S. `\ \ `, \� `_ `\ S. S. S. `\ `\� Qs �'` '`-� `\ S. \ S. S. \` --. OS N. -�` �`. �` • �` S. \\ `-.\ `'. \ .�- `.\ `•� S. •S.•• \ \I \ -` '`\ \`• `♦ • • �\ I `I� •-' •--.-_ `---, ----- tx \\ S. illilil) --'.\ KEYMAP _ _ _- DESCRIPTION REVISED PER COUNTY COMMEI` ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE • S. O ` •♦ \ • • \ \ 1 ` S. -- -- ,- S. I / , S. --__, / -- - 7 f •_� - 1 / / / ' I / - -.__ / ,� / t I I ,\ _ _ / , / e - \y•`\ \' • '\ `----- — �`\\ - -' / �' , /' jl S. •S. �'-' _ `, N ' /1; \ �` ••__129 . \ / , , S. <_. \ , , , \ •1 7 ‘• I N. �. `. • ., I / / I , '\ I STATION EQUATION• ' ' x ' --' - - / / / / / / / . / / , , ,/',/ / ' / '-' / , / , r / / / / I / i I _1-- ..,9„,- -. `.` . \ \ - -- _ ,;•� S.S.1 . • X128, \ _- -. ..- , \ \ -- \ \ \ \ S. S. S. -\ \ \ \ \‘‘‘ -. \ \ ♦ ` \ \ \ , S. --I---- \ \ ♦ \ \ -1"_ _- `, `, `\ \, ♦ \ \\ `\\\\, of �'•\ 7 \ `\ .�\ S. S. �I . S. •\ \; S. \ , \ LO S. , , I S. S. \ S. S. \ \-, I I \ \ \ \ , , ` / I\ \ \ 1 , I • -t,.. X • • C •\ 1 1 III f I I III III 1 I / ; I S. \ I ', I • II I I I I / _% ` •\ S. \ S. / /'1 , \ .P N o� 1 , I_ , 1� I I I I \ I I I I , I , I I I , I I 1 1 , , , I , I I —r 'l / / O / , / ' /-'' , I 1 / I \ I / "- �' I •` I ` •\ \ • •-\ \ \ ,. , , \ \ N S. , ., \\ \� \� S. \ �-\ \\ l N. • S. S. S. . S. \ \ • ` \ \ o \ •_ `\ \ \ `.__- --. \, \ `., `--, `,,'`\, \I\ 1125 \ -. `•F`• I ` I `--. \ `\'`---��`` •`\ 1\ •_ \ \ S. `, \ \ --____, •S. \._-_ \ 1., \ \ \ ...--- S. ♦ •\\ S. _ - S. '----" • N `\ ' \ • \ \ I \ . \ \♦ \` \ \\ \` S. LEGEND REV. NO. \ / 10p�� 7---- > 0p�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa I N: 1326388.961 \\ // , ' ,I� �, _`�-_ 3229494.31 / / ' I / 1 • III III I I I S. \ • I 1 III III I I 1 I 1 , 1 1 1 I, 1 . 1 I , I� ' I o '� . 'M• ` I I / ' / ---- S. ___/ \\ \ / •- _ - - / \ PT: 35+75.07`. ,- . I \\ - \ \ • \ •`\ • S. S. S. t • \ S. \ ` \ `\`\ `\ •\\\ `\ �oo� / �/O / G EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK WAY PLAN & PROFILE WELD COUNTY, COLORADO -� o + r\ - --, I - STA: 28+48.75 _ \ � \`\ ; / ' ' MEADOWLARK LANE) I ( X970 \- I I STA: 60+25.49 �`��- '' i I , / , /' / , ( / I S. - .- '- / I, 1'''III• "'II, ' I I ' ' I 1 I 1 1 I 1 I 1 '\ I I 1 I I 1 1 \ //I 1 '' II I , C1) M d �f 1 1 I ; /E: / / / /1 I _ _ _ ` ` 1 , `` L._---' `\ __--_-- \ •,,.._,.........,/'---•-"„ I \ -' '` I \`\\ �`-----------�'` S. \ \\ `\ `, \\ \ `\ S. \ \ \ 1 1 S.S.\ \ S. \ I I •` S. S. \ EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH Co 1 I \ `\491 / , • / ,; I I �_/' ----. �9 \ �`• �`• o \ \ \ \ \ \ S. 1 o-- _-- (NIGHTHAWK DRIVE) `_. `` . \ •1 • — — —` __ > — — — — - �' ` - — ' - • S. — — — 1 , , 1 1 — — — �\ , . 11s> _ -------f i III/ I gill g l I / i I -- �- ',-- •.�`• \\ `\-�_____------.\ \ �\ �`•� �`\ , S. \\`\ \ JGII \1 \ \I \ \\ •S.S.S.S. \ •`\ S. S. S. •• S. I r, �� — - _ - _ \ \ , ''�- 26' EOP-EOP' / . / ��+•. , p\ p 1 I '' ,---_. • • ------. I I \ \ • S. •1 `I `, - � � . � � � FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER 1 ' - �,. I I I I \ ♦ i .\ \I • \I T I I I S.\ - VJ `t ' - •� - _ ,.-- S. I ` - _�./ 4905 �T I / / ` ` S. `I • I 1 • ` \\ '\ Wr. M ---_ �` ,' /' ,'-- �, \`♦ \`' ` I \ \` 4905 ---- _ / / , %f \� �` ; •,' 1 i il ', I ` S. \\ I 28+00 ' _ + i29� Q' ,--. 31+00. N89 3005E 32 - �� , , `-33I / , , / . I I ' ,/ I \ ` / / I II , S. / / \ \ \ \ , S. I O i I /` I ,,L1.______ �` -.,,. \ w I I, _ m , ,/ ,----- -.@•\�_---" - 584.95 ` - / / / •• `. _ - / /1 / / / I • •\ , , , / �°j r - / / // 1 / oh S. S. / / / , I ,- I , • \ S. • \ , ' J , /f, , — — 4910 4910 ��' �i �c• - � o •� , / / S. 1 I \ W - 4905 _ , . . �� ' � � D � o U • • ,� ` r I sy \� - , / I 1 1 \ 1 EXISTING OIL EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE ••. .•'-'----"•=7'.. %-/ / �,-' / / ' Z-----7.--',77--7--7 ,_ _- 4910 _--• / --. 1 4905 O I ' `` • I ` _\ 4_ --_-,7„-c_ , ,/ �. i/ /' ,' J I ' - /co , ,� ,. - ��\ `_ ' \ \ \ _ / I / , , 1 R=90.00 - T / I I • I ' --- � — — `,� — \ rt r� 491-5 • � / / , /-/I 1 1 I L=141.38' ` I �� — . ; i ( i'— �� \ \ � , \ �\ ` S. \ \ i �,%- ,. / ..� , , \\` \ S. . ,' / / I I S. \ \ / -� S. S. I / i/ / I I ` I T u -,.\ -_- \ \ . , `\\ O • • C•• `•. ---.- ' 1 ‘„ ' , •, o , I I - T \ I ,/ cb O \• • I 1 I I I I / ,/ .\ �` • \ \/ / l I 1 I f ,I / / 9OQ......... II. MEADOWLARK \ ♦ S. I S. ` S. • \\ \ S. S. \\\ \`\ ------ �/ , `/S. / / , S. / . S. ' Lc) I -__ /'// S.S. , S. , \ ` \ 1 ,/ / , ,- , •IEXISTING WAY - PLAN VIEW I , , I I A=90°00'08"\ / / // / / , /1 1I 1 I / .\• \ , \ I S. 1 I I\ I I y• � �\-- / ' 1 I 1 \`` •\ • •�'� / �, , , / CI- , , I . ,•. `• ` S.S. \ ` S.S. S.S. ` S.• I \`�•_ / / I / I ' 1 S. I/ _ / \ , FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES 4930 4930 OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X 81UNCC CALL BEFORE YOU 81 DIG 1 HP STA=36+36.02 HP ELEV=4914.48 PVI STA=36+78.50 4925 PVI ELEV=4915.25 4925 A.D.=-3.79 PVI STA=27+29.05 K=52.72 PVI ELEV=4905.39 200 °° VC A.D.=-2.02 a1 1 - 8 0 0 - 9 2 2 - OR 1 9 8 7 4920 K=74.24 0 r �? 4920 150.00' VC N In H N -' M M LoMO 000 In A > Lo M i` i Qi 4915 �� N N co oo /� ♦ �� U)11 4915 UTILITY CENTER NOTIFICATION OF COLORADO ��\\\\\\\1111 IIIIII////// o � tio: o _ �•: _� 37660 �_ 5/16/2025 r��c% Ud 0 o CO s- co 'VI ELEV = 4906.08 F- H d N 3 N II / co I, > ( a ll Q > PROPOSED GRADE ALONG 4 I- J I- J // o 4910 COw _ CDw 1.09% I 4910 > d > c_7 �- 0.. / °"� I--.:-:----23% fONAL /////111111IIIO�� EXISTING GRADE ALONG 4905 4905 0.89% 0 • iiiii PRO._ PL . CO A : ENG TAJ 2.00% + o CULVERT 34 • MATCHLINE 24" RCP CHKE 4900 STA = 27+00 \II II -2.00% � 4900 ELEV = 4904.40 _ 1��..... DATE 1/28/2025 c) w •' > > D d 0 60' 120' SHEET NUMBER 4895 4895 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+75 - MEADOWLARK WAY PROFILE VIEW 1111111. 1111111 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD22 33 141 •••• .„----- � ; �,��-- ' ..---- -.-,,_..- ,I- // / / • • • ...• .0,-- .„---- - .....- ..... _ / , .. ..... ........-.....,„„ 4.9 • „-- z , --�', , ,, 1, .... „ „. , ............ ,, -- ,---------- ;,' -- 251 - '__-' -- ;1-'i ,- ./........ �,' ,� „ )1 , I, _ ,, .• .•11 / • • • • \ „ ‘ • • • I • • \ , / E ix ,,,,, I ,/ 0 Z • ' • ll I 411 i < Ce ‘10 in " / 4-/ ...„ „ --- ,-' ,.' -' ;� - - I" � I /// -'I /� , , ` - _ - _ - -' ,' 1' .'' i ----- -' - ' t __ _ f//•• • - --.252- — `� _ � `� `� `� . `. \ ....._ . . • `. l• c.,_ --� \ ` ��` . `. `. \ `� `\ I ` c) �+ z � I r \ I �`. �`\ I \ ,I' i , _, , I �`. _ ..... ��. ,' , � � — 214 ` �.• • • • • • ' �� 4925= — ,' ,' �' Ce la � = r 1�1■■ ■ LO 7 C•I DATE •,., ��-Lo , ,,' / `N.,' \ - "'I...,' - - '\ s. \,`• •\� 26' EOP-EOP `\ CP '� -' _� \ \.. \ z__as2o ,•' _ .-'','g�g11 ' \ `�.— k '--' -. ' Ik A. / , ' ` _� -' KEYMAP///) +i- DESCRIPTION REVISED PER COUNTY COMMEI` - ---- _• ' -' '' /'/\ ` — — — — — - err ` ' '' ` - 01' •- I '\�— _915W '� "''' - - ' I �' 00 .— — - - - - ; ,' ,--' / -'-'' ; '' — — — — ` 238,-'—S0 ' '�- I `.c R'40 `\� 5+00 0 g+pp 0942E I I 'i i +I ' 0�� 0 8+00� --' ,- 9+� ,, Q S00 0942E (n \ \\` `\` -,,- �� .-�--' -- ------------ /✓,� `8045,50 \ o `\ 682.58' \\ ; i i I i 682.58'_ --" --' -, --- ,.'- ,,,r; ROADWAY NOTES: \ '`---- - \ �� - '-�' -----' -,,-' ---� 4915 _ �' .---',,- �'--•A'', - \\ opp t.\ --��,'---,,'.-- , ,.' �-' _-. -'� --_ ` \ ''- '� '' / , i \ 1— ' ` — �- �, —� _ _\ —�— +; \ \ � ' o �� I I i• _ -- ,, ,,� ---•=� 1 -�__-4920 — --� �,' ,---�— ' '' Z 1 ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE -' �' -,--•.,'-' - /� ' 89 I i I 1\ ``------ I '= ,� �_�` - i , / , STATION EQUATION ,�, --' - ,-'' �' ,-'� - /''r'" \ '` __ '- -' -''� ''�- -'' ./' -'- / ,"��.% \ -' �' ,' / ,' ,' kp-'' - - p \ / / ,' ,' . _ _ J \,,' % /4- z, ,, '- • �.'p o,k / o / 2 s ,LA Op 1x ?� /�' • - /I/ / �' -,' 1 I i r I, �' - i �.'. r / ,' ' / ` �/ ' . / I ,, - , , '� ,/ - - ,' ,'" - ,,'„ -,- .- - ri N: 1328611.73 ; 111\ I E: 3227246.08 I I STA: I I I I (FALCON DRIVE) I i , STA: 17+40.70 (MORNING DOVE LANE) �� ', I i I . \ \ + \\ \ \ I�� \\ `�I 213-''- / '� I 1 _ -' -' J -� --___- 4915 --' 15 , --' _ -.----- ' ,/. -__-''� g-'- '- ,-' - '�- .-�-' 1 �' _,, _-' _ �__ - _ ..-------- - -' -" '' '� - U Q LEGEND , -' , II +' --I---"''"- __ -' REV. NO. � \100�_y >00�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR N- 4414141414141 �' i /%�' i\ ' \ -'- - '� / '-'-' ,I '� - ��' '' _ -'' I I , �� I \ -'' / I - ��\- ---'' -- ---- ' ' I\ '�' �/' ' ,'/' i ,�i / / �` �' �' •`�` ,--'' ''7 '' // -,-- `l/ i // i1' \\\ --- i / -- ',/ '1 i/ i \\ ,'" __'' / .p.,' // co -- o' / - ' % - - ,�� ,/ �.' / r' �/ ' /,'''.''' -', .'. ...., '� ,, �.' , ,/ ,--' '' '' '' ', '/ �,- / < \, 1- -' '' i .'� ,-' _��' , I j,/// I o I ( __I I cr �_,�, ., I ; o i o ° / o " 234-, `\ P `\ `.�I N. \``_ I ` -- _I_ l --- o cp - -- - I _ -I' _ _--'" - -_-- I _-'------- I _------'---- I --I_--_'" "- — — 4905 — — — `� / _- `. ` ` / / SOD 00� / G \ EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON WAY PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - I / / \, '\, ` �'J 235-` I - __ -- - I' I___- - `�� •\ I" �- `�``.�� FLOWLINE SECTION PROPOSED MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED / ,,-- Sg5 ,,-�- /' ;� / �' /\ .---------' - �' ,'' / / i _-- / - - ,,''' r� / - ---- _---------Q./ -`L---- __ -- -- I-`\__, `--. ----_ _ •// \�-` - oO \ FALCON WAY --I- -- _ ----- ---- ---- ---- rn _ -- II - PLAN VIEW -= - - \ -A---' `\� \` o - Irr '`•`\� \ i i \ PROPOSED CULVERT/STORM SEWER / . • EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4930 4930 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES PVI STA-2+50.00 PVI ELEV=4904.41 w Z OH E EXISTING UNDERGROUND ELECTRIC LINE A.D.=0.78 co Z o o co EXISTING FENCE 4925 K=154.82 0 CO 0 4925 120.00' VC M C + MATCHLINE X co co > STA = 9+50 orn o� " > I p „ Q W m ELEV=4916.08 811 CALL UNCC BEFORE YOU 81 DIG 1 Q W O H _i ` 4920 o W Z > > 4920 H> H> 0_ 0_ Ce a cod coo_ PROPOSED GRADE ALONG / 1.47`)/0 = 4916.72 N 0 4915 •2% 4915 ® 1 Q goo -922.i OR 987 2.00% 4910 31°l° co La « HP STA=8+22.38 000 La 4910 M + rn HP ELEV=4918.51 + UTILITY CENTER NOTIFICATION OF COLORADO o \\\\\\moo PIDIIII--- I///�/ i ti'. oZa _ 37660 �0 5/16/2025 0 o + CO d- PVI STA=8+50.00 am 0) rno Q U) J o_ PVI ELEA.DV 4 669.27 u) o_ 4905 0 " W K=32.21 4905 150.00' VC cn > W > 2 37% ' ��\ '%/jsjS/0NAL ��\\ iiiiiiillllllllO 4900 -' 4900 ' i EXISTING GRADE ALONG 4_ lU PRU. PL i 1/i/ 4895 a 4895' ill ENG : TAJ ! CHKC kill► DATE 1/28/2025 4890 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 - FALCON WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD23 34 141 - `. \ Ln I' / ; ,-,,:;-: / I 1 -- - ` - I - �' ,/'' C . ','� ,'� '/ H �/ %" '' / , ,\ \' DITCH _ g/� ' / ' / % I ` 11i; / . ,• / , ,\ / T::;:: I % / ,, �' / / i i , ,' \/ ' L.., -IX--' I Il / �' i / / / / /' / / /''/A ' • o, ,''----' I, /\ -' ; / / , , , ; / , ; ; / ,' I I ' / ' 1 / / / / / ' / / / A9\ o / ,'� ,' / , / 172, / / , `� '� / ,.' I / / / �' /1,, / STATION EQUATION ::: ii -' ' ,r, --- sl?;.O / /�- ' _ 165 --- - --_-_ / �� SECTION VARIES - --- SEE GRADING PLAN ----- --- / boo ,r' �, '�� i 900 / �� ` ��\ -- -- - -_ - r�4) / 19+00 / „TA, \00,5\ . \ ,� ----- F /------ . °o �. , _ \ /' ,A �� /- - -/ - - - - 4895 - -- - - E ix-_ Oz7 I O , — L� L� 410 .• ��, �� W _ �ii in �� DATE N \ A / / +` i i �,, �A' �/ ,, �; i/ / .' ,' ,I' / I / ,' /' ,' / / i /' / / N: 1327714.63 \ r<�..y✓ ; , h \,/ ' / ; / / ,' ; ,',/ / E: 3227487.37 \ \ / i .'' ,� I �� ''I i '' / i .. / / / /' STA: 16+22.60 ��:` V I I , /' -' ,' / ,j' /' �' / ,' i i / / / i (FALCON DRIVE) , / % , 1 / , .' ,' .' /I .' ,' �0 ' ' ' ' / / ' STA: 28+16.48 I/ x , / / /'/,' ,I/ ,// , I pp , I , / �, / ' / / / / / 31' EOP-EOP �• WITH BIKE LANE) \/ .o \ 186 o \ / / // / / ' -� \ 1 1 KEYMAP DESCRIPTION REVISED PER COUNTY COMMEI` COI �,� ,' / , �' / ,, '' ' , / ' II / / / / /' ,' /' / ' ' / , �,' ,/' / ' ' '' / '' , , / ,. , , ////////// ' : .' ,' -' ,' I� / - ,' I,' soo°0942 E ,� �" 682.58 �. ,. / / y ' , // '/ / I /1 / .' ; / / ' '/ ' / / , 1 , ao / I / 11 ' 1 vI 1 I % I", ' , I i ' 1 ; , 1 ' +` ' ,,� \ X ' / , I ' +� /` i/• � / . o�° ,2 ° �`� .R CO �\/ \ \ '� ��.� \ / �9s \ \ \ O �� \ t\ \ i\ \ - - � •/ `. ��. _ \ \ - /` _ —`�� __ `� �� __ / - / / %' -' ,' '' ' / /,''� '• ' ,-'^ i / ,',,' ,--' % / f ,- 0 ,. ,. �, �,/ �,Ty - \ - kg �S /, ,- / , /, ,• -/ /',0 /, �, /,,. r / ' ,- �' ,' �.' - ,-,' • - i- ,- . , ,185 /,, ,, ,, /,-,-, , / ' , , '/, , ' j : ,- , ,' ,' / �.� / ,� ./ --' --' .',' ' '� 1 -' -- -- / ,',' '' / ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20 NOTED. TO IN TO THE LEGEND REV. NO. / 100 00 PROPOSED MAJOR OPD CONTOUR OUR 4414141414141 (n 4915 ,� , (•'� ••o , / \ • s -. • ,-_- --........\ � .- ,, �. \ St\ ♦ - �\ '\-' / �` `. 11,900_,_ \ �'',-' '' /,'' / .'--'''�'' '' ' /' I I I � 4910 •�� / \ / \ _ _-,-' �'' ,-' ,--'�- / / --175 - / - - / - - .: -' . 15 -' -' 9 0'/ / , -URUR EEE G CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO �LLI' �� . '�� .\ - . __ %' /'' , \'' ♦ -f ' ' , ,' ,' �9 /, / ____ EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH _ 4910 ��'C `• `� `. `. \ .-- ----- _ _ , . -\ '- , / _-_ .� __ / - \, \ ` ` / ,, �, / ' II 26' EOP-EOP - \ - - _ _ - `�� `.\ `,` \ ��.` `\` `� �� - `.� \ `� ,T --' ' , ' '> '/ -' ';, `� �' /�' '-- �\ ` o - 0 ��"x \�� \ ` -\ r - '� - / �� \\, ' �` ` \ ` \` 1761 - �. -' //, _ ___` 184 `.\ • ` — — — FLOWLINE SECTION — — — PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED -` o ` ' `` 174` `\` `\ `� \ `\ `.`\ `., �`�____ \--- ----- -�'-' _-',. •;' 4905 .0,', '� '' \ \�• ., // \\ ,-'� / , ,. ,- \/ \� \ \ ` _ `. • •� `\` `\` `\ -,` \ `. ` / / 9oy __ ' , -- . •-' -------- •' ��`\ ��• • •.� \ \ \ \ �. \ \ / 'f-�-' / 91h V, \. ,�' \ �� ` `�`\ i I I I I I PROPOSED CULVERT/STORM SEWER _ - ---'' .-', .' . I FALCON DRIVE - PLAN VIEW / . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4925 4925 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=12+40.36 PVI ELEV=4906.83 EXISTING FENCE A.D.=2.44 X 4920 K=61.58 4920 MATCHLINE 150.00' VC 811 STA = 9+50 r ELEV = 4916.08 ``)H ``' N co 4915 � M � w 4915 Z8CALLBEFORE �> w �a a o 1-800-922-1987 OR 4910 11 4910 ., ® PROPOSED GRADE ALONG Q v W d MATCHLINE 4905 STA = 19+00 4905 UTILITY CENTER NOTIFICATION OF COLORADO Dl0..- _/// �j/ \\\\o Pll moti'. = = 37660 �(- 5/16/2025,y\ -0.75% ELEV - 4901.88 4900 4900 ///////11111111O EXISTING GRADE ALONG 4895 4895 Fit PRO_ PL III I'l ENG:TAJ 1'! 4890 4890 Ilk CHKE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 - FALCON DRIVE PROFILE VIEW Il II DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD24 35 OF 141 --_ , _ i ` , - `'-- _ `,\ - _ _ - - - Jar N. • 4905 - `'`'-_� �`\` `\\ \ \ `, \I > I. -- •/• •• I �\ \ •\ \ \ N N. ''''., ,Ce '' 10% 0 Z 0 < �,' / / ,, '^/ (vJ / DITCH SECTION / SEE GRADING /^' � / &At 14/ / oo l _ - \4900 I -- `,� \ �� VARIES -\1� 1` PLAN \ ; I co II / 1 I 1 0_ I~,I ,/1 I II / /I —±—�—tT_i-1—I� \ , 1 `II �� \ 164 i Ii ; I 1 \ 1 ' I ; I 1 I 1 , 1 I I I ' 1 I I, I , o� I 1 I I Io I I 1 -r --__ _ `.I ; I'`\�\ �``-. I `` � ./ `, `- -- — \,I .,\ `_, \`\ \\` ` \\ `) `` 7 , I I ' / �/ ``� 163..\ --- \\_ _ -�{-------- _-- __ -- �`\ \ `' • \``\`�` \`�-.` --- `--\ '``- \ `_ 4915 _ \ '-----�___ \ r / /' `` 31' EOP-EOP `\` '\\ (WITH BIKE LANE) ,` \` --- ----- -'-` `` , — --I _4, � - - __ -' /'11.1 - -- __-- -_ o -' _ - - -.�o� ._ - �� `� 1. 81..*** ----_-?- i U N - ---- I /j ♦ Ce - • / . O DATE ir5 �(/\ KEYMAP ,. -'_- DESCRIPTION REVISED PER COUNTY COMMEI` N� R=400.00' �� '1 II_ .--__-�— T— ----,---- , —x— �'/ 4805 �_= 4915 —� —� R_400. 0 - `280` I . 20+p=167. ___•---_ -_' 165.45 \ ' '' �� Jp -_Q=23°57'00" 21+00 ' / , Q' 00� il i 1 3+10 S66°48'48"E 24+1i o�_25�0 \\— 2e+00 27+00 A 23°41'5$/ -I ROADWAY NOTES: �'\ \ r` J -- , I �r , I I• 589.70' �, / 1 I ,' \40�/492°----- ' ' I I I , i \,-/ `9` / co \\ . , __ `\ \f �•� - , �- . \ ` I 1. ALL EXISTING BE FILLED RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE OF PAVEMENT THAT ARE FILLED IN TO 95% FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20 NOTED. TO IN TO THE \s� - _ _ \� �'- \\ ,; ' LV \ / - _ _ __ _ . . y ._ 4920 �� ,/`\ � 4g05 ' \` `, `, � ` % 4911 `� - `. 4920 J -%1- �% , _ - _ �' `\ -- 4915 _ \ `� I// / i -� - - - - - r T---�- -_ '-==4915 , / - \ _-__ _ _ \ NI 1 o1 , , /90 °` ` \\\ ` / \ /�\\ / / /Y. / `\ / , 1` (• ' •G -' `\ o` `\ ��.•`` •--. / ; I /I , ; , , \ , `�/' / `\ ` / / I I / \/ I 1 I 1 \ \ / .yy \ ( / / ,I , 1 1 \ .� / / ` / / I I 1 ' ' `\ `--- - /`\ / `� / \ / \\ DITCH SECTION VARIES - 1\ `\ I Q %10 , `\ `\ `i >\ SEE GRADING PLAN `\ `\ ` ` ` ` • ,'' % \\ \ I `\ \\ `\\ — — — - 4915 �\\ \ \ // �\ e ,\ ,` ,` \\ •\\ \ \ I \, \I \ \\ \\\ \\\ ` 1--,--'I /` \ \ `\ `\ `I• , I \ ‘. `\ `\ ------ \ / `. ``187\ o I I\ \.� ._._ .... \ s _-__ ---`. \ \ -- - N - ` / `\ `.\ `\� �`. �`� �`\ N �`.I \\\ `\\ `\ \ '` `\ - I o ` / \ \� \� \ .I\ `\ \\ `\ \` \188 \\ ,\ �90 '`\\ `,, ., \, .\ `,, 7. / `\` ``�` ``� \ `�•` \� I ` yam` \ ``\`\��```�� \` --` ------ --' _ - - _ `.`_ `��\ \ I `I ` `\` `�` \ `�` \ -_- .. --- �- - - - '�`-_ I `\ \` \ `.�, s — — J`\ \ ` \ 4890 • `\� L \ \\ \` \` \ / _ i� 4800 ,� _ l,' FALCON �� / ; / ,-----____ `�, \\ `\� / �, -, / I / / �'� , / / , , _ , �� ' `\ \� / / / / / ' - `� I / /' ,'' i i _-_-`___ ''� / � / � ' '- '' I -,/ -. ,,' �/' -,' i �'' --,--- --___ �``\ - �' •-' '„-/ •' ,-' '`\\ ``'`� I .- - /'---------__ I - - .- - - - 0 ' --' -,-' --' _- _------`__ I - 491 --' - �' - -.'� ,-''189 .- '_ - �`\\� I,--'-'-" - ,--' -'' �' I \ --I'"- -- 4905 .'"- - --'- -�'`. - I _ '-•------ I - --'" - -.'' -,' __-----_ I ,,'' ,/-' - I DRIVE - PLAN VIEW ,`\� `\ \ `I I ; 1 `W� _\� `4 \` �\ ; ,' \� , \ \ \ `. . 92 \ \ I \``' ., \\ o - \� , I\/ , `` I \` \\` \ '`\ `` `` \`- -- / ,\ I • .`I`.\� `�\ \`\\ \ `\� `.. `.� \ -_ ' / \, , , \I`---- �` -` �\ ��` \ \\` \� �� ` '\ ` 1` I �,,\`,, �, \ \ \\\ , `I� \\ `., `` ,\. ,\ \,\� \, `` ---• \� `� ``\_ •. .... \_� --\ _,_ \� I '`�� - 920- __ _ - `. \ \ •. ,C'- -�_ 190_ `` _ - _ `\ I ``\ `\\ \ \ ``�``\ '`•.�``\ ``� g9�S �_ �,_ -_ \_ ;--. ... `\`_ N. _-__ ``. -_ - -\___ �`., `. '\\ \ \ - � __ \I '`��``\� .�`.� \\`._____ �o `� �''' � i``` _ I '`- \ \\`\ `\`�._ '--, `�� ` �'-`. N. 9s _ '-� -- ``.\ \ .� • \ �\ \ — — — -_ \ -• ................ `\\ -� --__ _ - ``\ `. \ I``.,� `\.\ _- �� i -_ \ ' l\ \ LEGEND REV. NO. / \�00�� 100 ��oo` PROPOSED �� PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa / � zoo / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED PROPOSED CULVERT/STORM SEWER / EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4930 4930 FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=23+16.84 PVI ELEV=4913.22 EXISTING FENCE A.D.=-2.88 X 4925 LP STA=19+54.49 K=52.15 4925 LP ELEV=4901.62 150.00' VC 1311 CALL UNCC BEFORE YOU 81 DIG 1 PVI STA=20+65.36 IIH PVI ELEV=4900.64 0. •71- c°0 co PROPOSED GRADE ALONG 4_ -0.57% A.D.=5.75 4920 N M �4 4920 K=52.17 cal C\I 300.00' VC Full DH ic7)n / MATCHLINE u 2' 12% r STA = 28+50 co A: 22+15.: VT: 4908.1 - ELEV = 4920.05 Q 1.800_922_1987 OR 4915 + . �' 4915 co ti HP STA=27+17.92 co u) 0- <';', HP ELEV=4920.73 N r_ N,r PVI STA=26+83.28 N T PVI ELEV=4921.00 4910 Q �j H A.D.=-2.69 > 4910 UTILITY CENTER NOTIFICATION OF COLORADO o \\\\\\�oPlDlllllll�j�j/ _; . ;_ oZa� _-0. 37660 ct_ -226 5/16/6/2022 5 : ; K=44.56 EXISTING GRADE ALONG 120.00' VC 5.00% ° MATCHLNE STA = 19+00 4905 ELEV = 4901.88 4905 0.75% � 4900 4900 �/ PRO._ PL • ENG: TAJ CULVERT 29 II 30" RCP . j CHKE 4895 4895 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 - FALCON DRIVE PROFILE VIEW Ii' 0,0" DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD25 36 141 ,,, ,,, .,s. ,\ • / ` 1 / / _ _ 0 o • / , , , , / / / ; / , , / / Th I o _ _ .,._ - __7 • , 1 I 1 1 \ , \ ` \ 1 / I 1 ' ' ` \ \ / /, / / I I 1 '165\ , / , ,/ 1 / / I 1 , , \ I • / I 1 l / / i I/ / I '.. �I,, I / I/ I . • / I I , I I , I 1 \ I, i I , I , 1 \ I , , \ \ \ \ \ I I \ '` ' ,• 133.'`,'`, ' Q 7 iv kin I [ O , , 1 , • , • / I ,/ / , ,I / / / / / / / ,i , / , / / / , , / ,/ , 6 ‘,. \ ....... I ------\ . . \. 4110/ 2. _ �. LI) 0 /, / - - 1 1 /` ---/ 0, +- _, '. •' •'•'1. •CC Q in J % / / �.\ . I \` ` r / 1` / / / , / I 1 fit c)g,/ i 1 1 ' `.`. ``\``� \` ; \� \ M W 2' I' / / / 1 I / 1 / l/ c) // / / -°'I /' / 6j / -', 162 ,, / / / I ' / / _ _ i , , ___-- ; - - / -_ ,/' / \ I 1 I` / / / ! /� ``. / /' ' , .. / - \ / \I / '' , ; / Q ti • ` , \ I II I. V \ a, �" `�_ \ \ ` i o o a a _ \ \ c /'' I I /'--'--�`` \ \ , 1 / • \ I I / / % I `�• \ \ , ' , 1 I / I I \ \ \ I / / I 1 \\ `\ \ `\ \, \ \I I I \� \ I \ \ ` \\ \ 1 1 1 57 , ` ` \ \ 1 DITCH SECTION .� \\ `\ 1 '\ '\ \ • \ ` ` ` ` SEE GRADING `z\ `♦ `\ `, `, `\ I I ` •, \ `\ ` .\ `\ \, \ \ \` , I 'Si `\ `\ \, \ `\ \\ `` \ I I\ \ I `, \ '. CULVERT 30 L L-`s_i . \ \ \ ` \ r, \ ` .\ \ I 1 VARIES PLAN , I , 'Si , I \I I I - 'I `, �'' / — 1- - .1 1 ' I / T , / / / I / / / I I,� I , / / 1 ' \ I I I 1 1 , ' 1 I I I I I , \ 1 1 t , 1 I I \ 1 1 1 1 I I I I I I , 1 1 I t ' \ 1 1 1 1 Ill 1 1 1 \ , 1 \ \ \ , ' '\ \ ' ` \ \ \ \ `, I ' I ` } +tt '/ '- / ' / , , , / I I ' -// - t -• _. -,L ' I 1 / ,/' /' , ,/ ,' / f / I , , ,- 1 j I / ' ,, �, I I /I, 1 I , / ,- -- 1 , ' / /' I 156 ; `, I ' / / / I , I , 1I I I , , , 1 I I I I 1 I , I ' I , I I I I — — J A \ ` `\ 1li- I I I 'o a _ ., `� Q a \0 Z _� i I I I , _ - . \. -• aa�♦ I , \ °; `, pp I al I\ / Z• / w► / / / ,' \ - __ -�``\,, , - ,/ . I 1 `\ ' • . ♦ . \ ♦ `; S. ,, \, , , '.. ` - '` '`` _ �'`. - 493 `-:_ o - _ ` `-E _ 1 132 ..� ♦ '.. .■■-` �' Cil . _ W , ,. I _ - • ■ ■ LO f N DATE N . L.) II 1 l(L) �°' — -7 — — \` - _\_ \\ A �`� { �\ ` • I \ ` \ \\ \ 1 ` 4920 68+00 I , / I I /� _ =.,2_ \ ` \ \ `� \ i 1 \ l.,�, _ , I.c )i KEYMAP - - _ - 'i- - DESCRIPTION REVISED PER COUNTY COMMEI` , _ �/ \ CID alit \ 4915 / J� :I�r \ I -y O I / I _ - -'• _ �� .. ` . • • W - - —r - �' >. s \ ` - I \. `� W - _- - ` ' `. ` ' 38+00 ` \ ` 29+00 - -I ' 3Q00 31+00 \ \ 33+00 0 34+00 2+0� `, `� N89 2914"E 35+00 t \ , I ' 3. \ \ 7+ ' \ \ ' I \ ` ` , ` _, • , ROADWAY NOTES: `-` \ ♦`� ,1 \t `\ \`, `\ r _ ----- - - �, - - , ; �° ` \ .. \ 991.05' \ O , ,1 \ ,t \\ \ `. GAS CROSSING \ ', I `. `� `� \ `� \ • ,�- . - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE W- - - - - - - - - ��- - _ ` - - / -fir �- �� t�• o `. _ �rC� - �i �� 4915 �` �� 4915 / N. `♦ z ____ __�•-- ��;� �, • , \ ,_ 4920 \ \ - /---` - - T ' `\- �` \ ' - - - � 4920 - � - -g�6 4g0 � �' \ - - - - J �w ` 5 • I , A , I 1 I \ , 31 EOP-EOP ,��\ \`� J I \` •. •`�. ``. \. I \, STATION EQUATION ` `` -.•` \` \ (WITH BIKE LANE) 9 `� I `970 1 , t , \ \ \\ \. \ 1 ' , � , \ \ ' ` \ ♦ \ \ I o \ N. 1327140.83 `, _' U ,,'-------- - i� 4s25 - IIII STATION EQUATION I I\ \ \ \ .�• .� .. .� o \ .. .� \I \ \ \ I ` ` ` .` \ `� ` `. �. \ \ ♦' , ' \ , I , \ \ 1 . \ . \ \ \ / ' 1 ' 1 I ' \ \ \ I I i \\ \ • ` ` • ` ' I , , , I / \ \ \ \ o I E: 3229487.76 I �`. STA: 38+03.51 �' Q 21 / / ,/ h , r�� ' \ , 1 , \ - \ 191 ` . . \ ', `� `• •.`. / . \ ' \ `\ ``� ``\ •`• •`• ` .` `\; `, \` `� `‘ \` `. `\ `\ \ `� `. `� `. �2 � �� .. .`� ,`\ `. N: 1327134.49 1. E: 3228783.03 \ STA: 30+98.75 \ (FALCON DRIVE) \ STA: 0+49.96 \ (NUTHATCH WAY) , /' `- _ - \ - ----- - 4925 ,-I' `.� - - - ,-' � ;_—�_:- __ ----J --- ` \ �-`` \ h I -,• --_- \ , \ \ \ \ ` ` \ ♦ , \ \ , 9�• \I '` \ ` ` ` ' S `. `. `. I ` ` ` \\ I 1 ', \ \` \t \ . ` \ ` . \ \ , t \ \ 1 ' `� \ -', `, \ \ \ I `\ `, `� `,\ I ` \, N ,t ♦'S `�`` ` ` \ \ - \ , \ ' \ \ _ \ I I 1 �, \`, 192 --`\ l ' 1 1 \ ` `.- `. / ; 1 , , \ `. p?' i,-; ,� I I, I V i ` --`• i / '\ / I I 1 1 ♦ ' • I I I -, '` - I / i i / 11 ,' I I ` , 1 1/ -- -I-- =, -- ` ' I DITCH -\ \ = \• -- SEE . - �, SECTION GRADING . I•\ \� VARIES F I \ ` • •■� PLAN , I \ CT • Fes_ - I�-� `� �` �`♦ `\ `I ` 0 aa ` ♦ �. / I I 1 1 , \ _� ' II ' \ ` ` ' ` _ , \ , I 1 , I ' ' , / \ , 'Si•-, I ` \ ' \ ' ' ' / I I I , I , , I ` \ \ ' \ ' ` I ' ' '' ' I I I -. `, \ ', \ ', ', `\ ' ' .' /Ill I , i I ,� I 1 I I \ , \ \ \ \ ,--- I I I - '\ ' ` 'I / J I I I t '\ \ \` '\ \` \\ \\ `\\ ',` , / /,_-'-�, �,/ \ , \ \ . \ \ \ \ ' \ I - , \ ` \ \ ` ` ` ` \ \ ` ' / ` ` ` •` �`\ ,,; \\t '193,\ ` \ \ \ \ \ \ \`, \ \', �' `\ -- ,\ o `\ •`\ •`, •`, \ •`, `, `\ •` \ •` , , 1 I • `\ ‘•.''\ ' \ •,•, \ \ \ `� \ `, \ \ \ I \ •` ` \ ` \\ \ \ \ \ `` \` \ \ ` \ \ \ ` \ \ •\ \ \ ` ` \ \ \ `, \\ \ \\ \\ \\ `\ \ \\ I `, \\ o ♦\ `, \ \\• .•\ •\ \ \` , \ \• • , \ \ \ \ \ \ \ \ �♦ \` `\ \\ `\ \• \\ `� • `• \\\ `� `• + >• • \CTI \ \ ` •\ \ ` `. \ `♦ -- \ \` `\ \ ,�` \ ,`\` � �` ` ` ` I �► I o \o �— - I ' a cfl (FALCON DRIVE) .. STA: 67+77.40 - `. (NIGHTHAWK DRIVE) \ \ \ 131 -. //� N. \` • ' \ h I _ / ' _— --, I - �'''_ '- 111 LEGEND REV. NO. / ��0 100�� o�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR QQQQQQQ / SOD oo/ EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH SEOWLINE PROPOSED - MATCHES CTION UNLESS OTHERWISE EASEMENT LNOTED ♦ `� `, `.---- '- . ♦ I I ■ i ' . . \ • `\ `� `\ •`, / \ `� `� `- \ `, `� •I IQ ` I I I I I PROPOSED CULVERT/STORM SEWER \ \ • \ - C2 po FALCON DRIVE - PLAN VIEW \ \ \ \ / , ` \ / . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4935 4935 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=30+15.28 PVI STA=36+75.00 PVI ELEV=4919.11 LP STA=33+83.72 PVI ELEV=4918.39 EXISTING FENCE A.D.=-2.44 LP ELEV=4910.27 A.D.=-1.93 W X 4930 K=61.48 PVI STA=34+21.99 K=62.11 ≥ 4930 150.00' VC PVI ELEV=4906.87 12000' VC p 811 CALL UNCC BEFORE YOU 811 DIG H 00 H A.D.=7.56 H o H. o rn N 6 In K=49.59 c4 cm + 'r I 6 dc.i 375.00' VCco ii i 4925 N o 0,� �; ° Q I 4925 Q PVI ELE j j M� +� o�> +)L j �0- 5 Z �0 �a M CO d v Q 1-800-922-1987 OR Q Q 2 620/0 4920 -0.57% , `_ i- a 4920 • • / `` / ,,,• MATCHLINE 4915 STA = 28+50 �3.p�%�•\, 4915 UTILITY CENTER NOTIFICATION OF COLORADO \\\\\moo ........... ��j�� / = 37660 3 % 5/16/2025 /�J % ELEV=4920.05 `� a PROPOSED GRADE ALONG 4_ 4.55% 4910 I i2 , 4910 _ � /��iiSS�ONA I\\\��\�� °` •` / z / ` / 4905 o�` 4905 \ / PRO_ PL EXISTING GRADE ALONG APPROXIMATE LOCATION OF ENG : TAJ CULVERT 30 EX GAS - DEPTH IS NOT KNOWN 24" RCP CHKC 4900 4900 28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+50 - FALCON DRIVE PROFILE VIEW DATE 1 /28/2025 0 60' 120' SHEET NUMBER - 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD26 37 OF 141 i • • < ' ,- A9 1 , I�Nq '' I F\ • • • \ ♦ ___ - ! I , 1 \ \‘„ , ‘, . . N . ate`° `, `\ `\ . .i i ' 1 ; I -+ T t -f — �— I I I I i i —'r + II I • I '_-_��-----ms`s-' I I : Ii '\ I I , i O I--- • • • - _ _ / • • I , \ \� `♦♦ - 1 ♦♦ `. `.-�� ,.E 7 ce v„„ 0 I Z �,' x'' I • - r N I o ii \ , \ \ ` Q `♦ / v())) • • \ ♦ . / 1 I , 1 I , 1 I I I ' , I I I C� 1 , 1 I II �I / 1 I , .... _ \II y / / \ . \ ,_ ‘ .52:52.9,0 _ _ _ • I _ 11. \ 4 ce< V! _- O 1 I , I 1 I I�•' 1 , ) I I ' ' I\ II / f' Q) I `_ I / I I`♦♦ `.` ,I . _--- `, ` `, - - - - - . ♦ --`'1 ' I ' `• ' I ' ' ' / I I X X I I I_ •/ I I 1I I II '22 1 I I I I 1 I I ' ; I 1 I I I I 1 I ( , I I I I I 1 I I 'II ' ' XXI `I I I, l \ ` ,, o 1\ I I I II I \ I -I -- ` I Q�M �� O \ , \ Is.'I/ co I \` `• \ I / i . \ \ \ , • ` \ • •I `\ `\ \ • \ \ -{> ' __ ��` Vv\ \ Q , `, \ `,�P I - --` I\,,\ , , _(„j \ ``` `\ ` `` • . _ . Ca \ O-, `., -. �♦` I - �//jam \ `. '` `♦ J I� \ `, �y W �■ LO jj N DATE L\C) - , ' 1 I\I I \' \•I `\ `, i I \ '•- I '� 1 1 w \` \\ I - -. � �.` `• I 4945 ` \ , - - ~ \ 26 EOP-EOP - \ `` \` ♦• \` I • 'I - -_ , ; I , , \ \ \ `\ \, \ • `- -. V • '__-..-<0 DESCRIPTION REVISED PER COUNTY COMMEIN ��,, � ry ' ' ` 0.00, 1 - - 49 40 -, R=40 , O "' - 49 3p // ♦ �� 41'x \ c / 4935 —� ' —• =296 ��' Iv1i - \ — _' r _027'5KEYMAP _ $" / So ' I r \,'--3+oo ` ` +0 ` 6+00` 5 7+0pI 1 0( ♦ 9 00 %__ \ ♦ ♦ 1s QII +� o , + . ♦ 1 1 I 2+00 3015E 0� ♦ (P N89 _ , I ROADWAY NOTES: i i , _ 1076.46' / /`. `\ .\ ' i i '\ . 1 I , / 1 — o+ `. `. `♦ ♦` \ �♦ `� `� �\ \ `` �\ ' le' - �.' --• ----__� R �.,, —, I ho • I• _ ♦ _ -—• • 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95 ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED o /o COMPACTION ARE 20' NOTED. TO IN TO THE °� o°j / 4935 _ . ik 1 ! � - 4940 � .. �� I kO� i 1� I ; CULVERT 25.1 .,935 _ i `r_` �`� I i —� i ♦\ `♦ �\ �� — H I 4945 — —� ;— 1— -- I-- S 4940 31' EOP-EOP - I CJ.�^^ !Mi b1 ,L ,_ 1 , \ , , , , ' , ♦ -� � '`.`lY w I I o - I \ , \, , 1 , I / I .\ ) 4.945___------. `� I) ♦ - I '\ 1 STATION EQUATION ; - \ `�-. `� I ' + ' \ \ ` ` \ \ . \ ,\I `I. Z Q Q I N - - - - - 4950 \\ • \ • \ \ 1 , 1326623.75 I 1 • \ `�• ( I . CULVERT 25 ' \ , J'STATION ` ` \ \`,•`\\`.`\I'I `. 0 EQUATION °` \ I , •N: ♦ , • , \ \ \\1\�, \ \ \ 3225917.80 I \ • \ • . '. w , • , , ,\ \ ,\ ,\E: \ , \ ,;_-, . IZ w Q/I Z w / w OD ii , ii / I I s I C I •, N: 1326617.14 , , \- \ \ \ E: 3225153.65 ` ` . • I \ \ • STA: 0+70.13 1 ♦ ♦ . ' 1 (PELICANI i LAKE LANE) 1 `, �) `\/ . STA: 29+61.91 ,, \` \•/ -- I/ (COUNTY ROAD 39) ,' `• ` `\ / I ♦ __• / / • ., ` / / / • ` %`� , \ \ \ \• \ \ \•STA: 8+34.30 M I• % • I I , \ ` ` ` \ \ \ \ • (PELICAN LAKE LANE) �° I I \ ` ` ` \ \ \ \ • , \ , \ `, \ \ STA: 43+85.96 , I ' i \\ �\ '• `\ `♦ `� '. `\ \\ ' `• \(FAIRBANKS DRIVE ` y \ ), ', I• I , `, `\ \ \ \ . \ \ ` ` `, ', \\ , /\ \, �`\ , II `• \ . , 1 `. ` ` \ ` ` \ I 11 \ ` ` ` \ I \ • • • I \ . • .\• I • ,I - -,- - - r \-1\- - - \- • I \ o d� \ ` \ • • • • 1 \\\1\‘‘‘ `,I \\ \ `, \ \ \ 35 , \ 1 i• --_ 1•. ` , \ \ \ . \ . \ \ ` . , \• • `\ ` `♦ ` `\ �\ \ `\ • ` �\ ` `. \ I \ \ \ ILEGEND I I o , `\ \ ` \ ` \\ ` ` \ \\\: • , \\I _-_ ' ` \ ` ' \ `` `` ` `` \ ,` `� \ \ ``\ ' i `� I _ I \ \ \ \ \ \ \` \ ` , r I L \ ♦ , • \ \ , T , , ' ♦ I `♦ �`�`� • • `� ♦�`\\ • • • • • • • • • • REV. NO. / >OO�� OO�y PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa ' I I / `, ♦ \ ♦ •` \ \ \, `, • `.�•• `• goo` SOD / EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE LANE PLAN & PROFILE WELD COUNTY, COLORADO 1 / - ••I , '-- / 55 ' III \ !I I ' I I f I I I \ I y `. __-• • • \• • • • / `\ .` ♦ - -- . - , , ,- ,- `, -- , -- N `, • ,- �♦ •\ -,I N ` ` �- • • • \ 1 `\ • \ • /\ ` I -- / / \ • \ I -' i ♦ 'I J \ \ \ \ � / , - - �- -r --,�-\-•- \ \ \ \ -�- \•\ I , I I \ \ \ ` . \ \ . \ ♦ I o I , I \ \ . \ ` \ \ \ ` `\ \ . \ \ \ pV II , 1 \ , \ ` Q \ \ \ • \ I / I I I \ \ \ , • • • \ \ \ , \ \ ♦ \ I 1 \ \ / I I , \ , , \ . I / / I '/ I I I I \ \ \ ` • \ ` \ . \ \ / / I I I , I I / I 1 I ` \ , \ . ` ` ` •° ' \ ` \\,` ,, , o o — + co ` • ` I \ \ \ \ , • ,• \ \ , \ \ \ ` ` \ . \ \ ` \ . \ •, \ \• - . \ . \ \ . , \ , \ \ �- \ ` \ • • \ , \ \ \ ` `, , \ `, • • , • •` ♦ , `♦• \ • \ \ •• I \ \ \ \ 36" \ \ \ `I `, `\ `\ `• • . \ \ \ \ ` \ • �`♦ ♦ . `. \ ` \ • \ •. • • • • • \ \ \ \ \ \ • . \ . , \ ` ♦ ` . • I , \ \ \ ` \ \ \ \ ` . • ` ♦ \ ` \ \ `I \ `\ `\ `\ I ` `♦ / / it / \ ♦� . • .• •/ • . • '--. S - _ - ,_ EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I I I I PROPOSED CULVERT/STORM SEWER 49 -_.--1 I ,. I, •` \ I 1 I 1 `1 `\ \', \\ \\. \`. \\\ .I' ' 1. ♦1/.�'I ' / / �' 1\, / i / i1 \ `, \ \ \ \ \\ \ PELICAN LAKE LANE - PLAN VIEW .` \�0`' r.� , . \ \ ` `, \ `, . \ . . \ \ I '\ `\ \ `\ `\ \• ` \ ` \• �` ♦\ \ �• `. �• ``�i`A, L \\ /`. EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4960 4960 FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X CALL UNCC BEFORE YOU 81 DIG 1 4955 HP STA=12+02.11 4955 HP ELEV=4939.53 -2.38% PVI STA=9+63.40 PVI STA=11+81.24 8/ PVI STA=7+00.00 PVI ELEV=4932.77 PVI ELEV=4940.48 o) PVI ELEV=4932.87 A.D.=1.54 A.D.= 5.54811 4950 "l _ A.D.=1.69 o ; K=97.20 K=27.06 4950 p 4 K=88.57 co 0 150.00' VC 150.00' VC . _ 150.00' VC « d- H a 1-800-922-1987 r O R N '1? M PROPOSED GRADE ALONGH co i, o r� O N CO d CO I- O �t O O O Cr— O CO> I I N CO oo d NCO •O •CO N O 4945 Z o II � � N I J °+ 0) co M o+ �' `+"cci 4945 ° II > ,...,,_ W Cn W d d �d TA: 3+25.00_ VT: 4946.72 3'69, H> �' a H> U) f �� a �� — UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\\oPlDlllol III�� l///�� ' _ 2 •: 3 7 6 6 0 _-:...----_-a �'•, '5/16/2O25....:z."- -----� a. ` 4940 PVI STA=2+50.00 o v oco C / / 4940 PVI ELEV=4949.49 CO �- O co IX / Q U H > A.D.=-1.32 + D + `* / d K=113.97 to II °� I I / 540/0 150.00' VC < w Z < > / / 3• MATCHLINE 4935 J Q 4935 o �iS•••/•• ��C) ��/MIIIIIIIIIIIO�� W cn w / STA = 12+50 > > re 5 5 / ELEV = 4939.10 w w � d a / / EXISTING GRADE ALONG -2.00% 2.000/0 / PRO._ PL 4930 4930 ENG : TAJ CULVERT 25.1 .••••• _ isis, ' CHKC _ 15" RCP CULVERT 25 2.00% -2.00% 15" RCP DATE: 1/28/2025 4925 4925 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - PELICAN LAKE LANE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD27 38 141 _ 9 / •-� •\ `1 1 N._ _J /\ I / f / 1 / _c'__ —� • ��' .__--- �� / J - / ' ,-'- -• ��JI� L ,- I _,_ -, / // / / )' / / I -' / -' / ,, / ,''' /' -_,,- ,.180----/ M ,'-_ , _-' - --_ ......- N. , �� ,• ,-' ,� _ --- -____ a- --- -------- --- - - J `\ / I' ' // I % I I I I / 11 i I / , / // / / nth /' / . L L / / / / / / / , K / /179 f , / , - ,- ,, , `. .' - `�,,' ,,' / ,-' 1,,----I - , ,, ,- ,/ ,, -, I • , ,. -r i -- 31' EOP-EOP -•' (WITH BIKE LANE) ,, , II �� ; i \\ / I ; I I ----- I i / ,'`. •• `, \ 178I I I •` •, , I / , , I` \` \\ \\ 1 1 • • 1 \ I. \, \ . 1 , I , t • S \ \ \ I \ I I /' ' `.I ` •\ t • I\I 1 / \` \ I I ; . `; ``\•1 I I' , , \ �- I it I / II / I I \ /' I/ 11 ' ' I .I, / I• s I I i `. / _ I i i •` . I / I / ,' • I-- / 03 % 177 I I I I I I/ 1 , / I I/' I ' / 1 i , ' I / •I / ♦ / 1 I !! / / ,' .' / / / I// / / _ .' �' ,-- / / ' i i i/ ' ►, I'� ..' ,•' ,' i l / / ,I 1 I -,L-- /' ' / G / % /I I ,176 ,' ,'� �� ' , I \0: /c�, ( i , , , , , r , it , / 1 / // I I III I//' , , `I \ ' I 1 ' / ° ' i 1 1, ' I 1 1 1 i I i I 1 1 I ' ' Iw I I ' GAS CROSSING 1 , ° i / I I ' ' I I r ; ; off. a I 4_I 1 I _ LL 0 Z o QO CC 0 \\ I — � �1■■ _�� i—llmice ■ ��1■ .♦♦♦� . in DATE N .� cfl in •� , ', ��/ - �� /4935 -s'-- __,_7____,___--,---- - - --J-!-1J - -- -- I -� -I /_ 1-I-� / 25+00 1° rn (or -_• - - ' 4930 49�`� ' 4920 4915 - I • _�-w - • . __2________,,„ 4910 4905 ±- - \ 1 KEYMAP _ _�_. DESCRIPTION REVISED PER COUNTY COMMEI` i 00 , _' 1 0! 15+0� ` 6+00 , 17 10 '� \ , i ,p ' - 18+0fl' . 19+� ° ,� i N47 0812E 2 1 d0 , I 21 - \, 00 \ 24►0' , / /' ' ' I 2 00 2 00 �I - , \ , r / %._41.1I i I H• \ Ii_; \ i -' - �',� / c� Off,/ �, r• ' '' -' '' ' / ' - '' ' _ _ -, ,-' / \ \ 1443.55' \ t` I '' / - _ ', I I ' , i ° 1 / / ; // r r' I_ �' ,iii. , / ' , ! /- -- - W ROADWAY NOTES: 1 �� • /", �t ��' -. �� i 4905 ` Z /\ \ t _ I / 4930 -- 492S�111` �► I , I/ 49?0 1 �' II `l - �., 1 1 1 1 1 T - , O /1 \ , 1 ,, 1 \ F\ / ,, �,. 1 \ \ . ,{ 1 1 \ / '• - - - - - - - - - -, / -- - 4935 ��>♦≥_ , , . \ I / - - • , - _ 1 I \ , \ , \ 1 - - - 4915 I \ 1 , 49 20 - , - -,' ' I t �, , 1 l ' l ' , 1 / I 1 1 It� I , , I I I I I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95 ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED 0 /o COMPACTION ARE 20' NOTED. TO IN TO THE I / \ I t R=400.00' ' / .' -' - 1 , , , I ` ` 11 ', / ` \ ¢93 ,' , - r I , I L=296.47• \ ` / / s ,. ,, -, t ; `,A=42°2758" `� 1, \ 4g J , ' I/ I , , I I / `3O - ,- , , . N ` /I II X \ , ( ,--____, - - - 1 ' ' t I . / . - 5 I, I , , \ 1 \ N . • . ' ----- ---' ' -' -' i -' - N 1 \ N . T S _ — / ' . .' ' Q"g�,- .' I I\ I. _ _ / - ,. - ' \ ` \•• . .- -- i el' \ \ • ` N •/ - . ,' . / .' y. 1 \\ \ , \`• . _�__ � '-'• • .- .• ��, -, -I -• \ `\ \ . •`. ��` / - -- -.'- -'' -„-,'' -'- �'' I ` \ ` `v u , ` -- -- / ,- ,- - .- 945 \1\81N• ` 181 9g 1--__----- - \ •` N `� o • _ _ ,' --- -'' -' .'' '' i N 57 N\ \ •\ • s�0 •....1 _----- - • • • I -, N / - - - / - -- \ .„ ,, -- /182, ' . '/ . ''. Y . \/ , , - - , \ \ `\\ . . ` `� l� _ I ' i -' .-' -' .' / .'�.--.- ' .t''/ `. \ `./ — — — �. --' / -' - �.'' `.\`', .- ,I/I \ • ` /_.-',/,,-,.' I --' ¶`9 \ ``` / _ .--'/ ,- -.- -._-'\I .' .' / .' .' -- ` `a / , / , , mil- ` • • / .-' /- ' .' / ' .' `. N '' ' ' / -' -' .' -' / -' -' .- l - / ,,•-- ___ , ,• / . - .' „,----7-'-----,----,-...- 4940 / ,, ,- ,, ,- /t I' , ' ,' ,' - - - . �- ' . , . ,, -� - •, - , , . / / -- ,, -. / \ - / - . -_ •\ - , / - . / , .� .' �- / ,, , •.-__� \ ` I ,• .' / /.'- .'' , . N `\ I I-. . ,, . .I / .' •, 1 .I - ' .-------- I J' / ,-• -• - ,• .... `I I\ I I / 1.'' .''' '/ �' �` I ` ' I -, .- .- — - _ ` 1 83 I .- ''- ^ \ 1 t 1 I _ I- -- i ._- - \ t t I •\ ` , , , I, '' o' -- ---_ \ 1 / I rJ1 Q,.. �__ . —_ N• \ I 1I I 1I rI cri -' �' ` \ , / , / / ` -J,.-- _ , I ,,, , / lI /I 1I / - -- . ' r / , I I N I I .-- . 11r1 4955 - \ • 1 ' I ' I PELICAN 1 t , I N I I I t ' 1 I I ' i 1 , I ,I o I I Ill' / 1 , /, ,I I,I I 1 i ! LAKE t II t , , I , I i / I I ; I I , I , I I I 1 1 / , ' 1 I I I ' 1 1 1 ' , I I I , , ' J , / , , ,, / I / / / / i LANE t I I I i I I 1 , I 1 I 1 / I i ( I ' 1 1 ' , , 1 / I , , I , , / / 1 I / i 1 I , I 1 / - . I • I I I t N i I ` `I I \ • , , I \ \ I I I I I r I I I`\ l\ / PLAN VIEW . ,• I \ I • . . •I ` \ \ `� , `\ \ \ J �I 1 I I , , \ I I t I 1 ' \ \ N 1 It I� \ 1\ '1 `, \ \ \ \ I I , ` • t \ \ \ \ • \ • I \ N\N •\ \ \ \ 1 1 , N \ \N \ Wo N \` \/ I \ \\ \ ` ` 1 ' ` N \ t I I I \ I `I \ \ N. \\ `\ `` , , 1 N \ N N , \ \ \ 1 , IN , , ` I N I, `, `N ` I I \ \ \ ' • \ \ •I , , t \ ` ` ` t I , 1 t t \ • tN 1 \ ;t , I , \ \I ' t N \ 1 1t`t ` N.` ' I I t , \ 1 •I •`\ `I \ �` I `•, I , I .N , 1 I I ` . I . . , N \ . N \ 1 \ I1I \ \ ,' \ , \ ,, \ 184 '--- - I ' I \ I \ \ -- , `• I ,• ,' I \ • , •\ I \• �` — _',, \ \ ` •\ -- \ \ `, \ \ / tq `C'I N \ `t / I. It \ �' IA V1 \ . , 1 I i j I I I I ; I t ' \ I 1 I / / I I 1 I I ) I I /.e} I 1 , ' / 'i , ' r ' I , 1 ; , ' , , ; 1 , ,' i ' ; , ` ' ► 1 I 1 I I I ', ' I I I I I , I 1 , ' , /I1 / I J , / III , / / ' I ' 1 ' I '' ;1,I,1 I 1 ,I 1/ I ' , I 1 ' , I fill' , I , ' ' , I I , ' / I 1 °I I ' i ' , I ' i f , I , , ' I , I I 1 / , / I , 1 1 I Cti ' 1 I I 1 Nh1 I III, i. I I ' , 1 I rn, I 1 II I 'Cl- I ,I I , r J r , I I I I I I I ' ' ' / l I ' I ' 185 I ' ' , II I ' I 1 ' 1 / , J , I ; I I ; ' ' ; , , , , , I , , ' 1 1 II I ' , I , I I , , ' 1 I I , I, I ,\` I I 1 I i I i i I ' ' I 1 ' I I , / ' , i i , I r I , / , O) I ' , I I I i ' I I 'I , I ; / , I I I I \I I , , ' 1 I , / I , ; I I ' /� .1I , .1 , 1 I / ' T O I, , 1 , REV. NO. \ , / 100�� 00_/ PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa / ZO OO / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE LANE PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH - • FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER 4945 4945 / EXISTING \ OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE PVI STA=19+69.88 MATCHLINE PVI ELEV=4929.98 STA = 12+50 A.D.=-5.05 4940 ELEV = 4939.10 K=55.41 4940 280.00' VC -2.Op% PROPOSED GRADE ALONG co 0° co FO EXISTING WATER LINE O) oi 4935 a+o + 4935 W— EXISTING OVERHEAD ELECTRIC LINES U Q > OH E EXISTING UNDERGROUND ELECTRIC LINE -1.00% I-> 0-�a i-a. u) EXISTING FENCE 4930 �� 4930 X STA: 15+17.7 PVT: 4934.5( N` CALL UNCC BEFORE YOU 81 DIG 1 co M co PVI STA=14+42.76 ° PVI ELEV=4935.25 4925 A.D.=1.00 4925 K=150.00 150.00' VC EXISTING GRADE ALONG PVI STA=24+49.31 fluil PVI ELEV=4900.9681 _ _� A.D.=6.82 ` Q r/ 1 —800-922-1 OR 987 4920 K=49.09 4920 335.00' VC H ` .,_ •4%oo coN • 4915 4915 _ UTILITY NOTIFICATION OF COLORADO \\\\\\�os.PIDIIIOI III�� ////�/ , - 37660 =-o. (:-_ ��••,• 5/16/2025 / J N � N � I- > \ H > u) 110ENTER 4910 \ 4910 • \ • �\� /�%/,jssl •NA.. .\--.\. ///IIII I I IMO `♦ 4905 4905 PRO_ PL APPROXIMATE LOCATION OF \° EX GAS - DEPTH IS NOT KNOWN ENG : TAJ 4`, ` CHKC 4900 4900 MATCHLINE o- DATE 1/28/2025 0 STA = 25+00 ELEV = 4902.74 4895 4895 0 60' 120' SHEET NUMBER 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 - PELICAN LAKE LANE PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD28 39 141 I i / / , '� /' / 1 / to /o 'I /, 1 / i / I / / ,, ,I ,..--- / ,/l// , / //'/' / ,' / .-' 4905 �, —� I• o /f / 175 / - '`172\ 0 ._ ...... , ,__,' ,� • I � _ - .. 0 \ \ \ 1 1 I I N ♦ / / / / / / / `` \ \ ` \ \ \ ,\ I I ; 1 I 1 \ I 1 ' \I 1 ♦ / , / / , /, // /\,/ /'/ �/ // // / / / / / / / N \ \ \ \ \ \ \ \ \ I I I 1 \ \ 1 ` \ \/ ♦ / •'- ,/ / // 1/, , - / // / /I� // // / / / / / // / / / \ `♦ `\ `� `` `\ `` \\ `\ 1 I \ ` \ \ ' ,� / ,� ,/ // i ,�/ / /� , / i / / \ , I \ \ , / / // , / •♦ \ \ \ \ \ \ ` \ �\ 1 1 , \ , ` `. - '/ // //// I/,/// 'i i / / / / , I `, o `\ o , \ `\ ` `, `, \\ L. \� \� / ,- ,, ,- , � , / / , , , , / , // . \ \ , \ \ - , , / ////1/1/1/////// / / / , / / / , I/ / / / . \ ,o\ \ , \ o � X / / / I / / // / / // / / / / / / / ' ' ♦♦• / / / - '•1 STATION EQUATION \ \ y / / h / / / / /I i 4890 • _ _ Q % / E Qz I -... O) M �� A .I iv '1 ' ' 'LI, /I ,' -' --' I - ' _ • I - ' ` I`��cr N: 1327714.63 \' ' I \ E: 3227487.37 \ \ `\ `,N\`,\ I \ STA: 28+16.48 \ \ �` \ \ \ \ `` \ \ \ \ \ K / ♦ ,' / /' / �� / i I/ �i / l/�� / / / 1 \ --..• /'1. , \ \ \ \ \• \•\• • /\ / /. / / / / , I ' �� / /' / /I //,/ / ti I•_ - `\. I •/ /171 ,�,I / , /,� /„/ ;,/;' '\ 1 • _- /, _-- `. N e ` ` \ ` \ \ ` / . ./ / ; / / ; re l / % , / , / , , I 1• �` \\\ `\ / •\`\ / \\ .\ '\ \ \` \\, • �� r • ♦4110 •, . J 0 N w , II/ i, ,� ,�' GAS CROSSING -I _ I CULVERT 27 il g5 - �g -r - •I \ (PELICAN LAKE LANE) `\ \ STA: 16+22.60 1 \ (FALCON DRIVE) \ , . e A o' ; \ / \ / / //,/ /// CO` \ / \ \ ` ` \ \ \ ` / \ / / / . / / \ \ \ \ \ / \ _ / / / / v ' v v ` ` v/ I / / / / /, / / o /' I ; / 1 i ; 0) - -', / / / I/ / 'I ' rn '// 1 v - 1 , / , / , , , ,• I ' / r , v v .■■ ■ \ \ 26' EOP—EOP \ /I ` —. 1 1 1 ' / I \ �► • • I , , , ' III, 1 I I • /1 ' - `, `, ' -� W /--; - 0 1,,`l -�� --_ - _ �' , x ' , ; 1 r ; ; ; 1 I 1 + _ - �.>•� 4900 - 4 _ _ � I 1 I I i ✓ ; ' i/' i I // i / I i i i `I \ •`• `LLJ• co \ice_ 4905 � '1) I ill II � /--_ :s 'CN 27+00 N47°08'12"E `! 29 00 N47°08'12"E +10 30%/ V \ —' �\�I om. i ` I 1 /; i i ; ' ; ; i ; i I ` �• � --1— `. N\ `\LO (� I' ,, • N I I 1. ` 1 I ' 1/ ' 1 ' I ` • `�. \ ,• / 1443.55' I" 206.40' , I; - r- \ DATE '% 4905 �. 1 ` ' ` / I I / 1 ' I 1 w �>=��/ -��_% I \ 1 1 I I ' 1 I \ I `♦ �� ♦ \ '///. •_ ,,, , J , ` -_• 4900 , - - ` Z J II/ ' / I 1 \ i / I/ I' / / II�I M ,� �.. 1 : I , / \ 1 / . / ; I 1/ ■ 1 r / ' I i - - - - 31' EOP-EOP WITH BIKE LANE ( ) �/ / / / / / / - ' ' h / �� , 186/ I II I / OC ° O u a 1- - / / o O ,,f ,' o -+ co . I I ,f - , -' ' ,r - , , CULVERT 28 I ' I /- ' I- ' 1 - - - -; - 1- t -' / / I I ' I / / / , ) I I,, - ,/ / / i I ,-/ �' �pi9 ; % ' ,' .' / s' // i / -' / ' / / / ,, , / / / I ,' -' / i ' ' / / ,-, / ' / , 165 , ,/ . , 1 / , / ' I I I I I I I I I , 1 i i I I I i I I 1 I I 1� 1 I ► R=250.00' L=148.34' =33°59'53" i ' I ; ' 1 i i I i i I I I I , 1 I 1 ' I , , 1 , I I I 1' i ' I ' i ' I ' I I ' 1 ' I ' ' ' I 1 , 1 I I , , , 1 , I 1 \ �i I. , /II �(' II O� I x 1 , '/1 1 I \, ; \ ', \ �. • i I i 497S \ ' I I ' , ', I ' 1 ' - \ �� I , S2 I ' 1 4 i ' i ' ' / / 9�� I I ' 1 I 1 I % \ ' ' 1 I ' I I I 1 1 \ , 1 , 1 I / \ 1 ,/ , 1/ I /; I ' ' ,,k \ \� �� \S\ �' 1 , , \ - ♦ I , , I , \ .-`.� `♦ ` ` \ ` ' I ' I 1 ' \ 170 `--�. .._-' I - `� ` `. \ \ \` i I I I 1 I `. `. \\ I , , \ \ \ \ N , i . \ \ \ ., \ \N. • N ' ' 1 ' ` ' ',-------- ._ \\ `, \ I \\ \go \ , , \ ._-_____--------r \ ` i , `\ \\ N ``_ __ \`• `\ \ `\ `\ `\ '\ \- 1\ `\ \ \ ` `\ ` '` \--------- `\`• \/\ ` \ ` I \ ' ` �` \`\ �`� �� " '. .\ �`\ '\ `\ \\ \`\ \\ ` `, _ `\ `\ 1 \\ \ `, V `\ \ ♦ ` . ` - - - - --� - -_ \ I , , , \ ` \ �`� -___. \ ; \I \ `\ ,\ I, `\` ♦ 9 - I 1 1 I �'. 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TO IN TO THE r // 'I 'II I II 1 I1 I1 \ ' 1 / /'. / I 1 , 1 I 1 / \\ , , \ \` II ,- , ` \• I t // - ; I I ; 1 ; 1 \\ •\ ' •\ ; ; ; / �\ .\„•\ LEGEND 0 p ,- ,/ ,,- // , I , , , ` ,xO \ , = -� \ • '/ / , , , , • .- / i /' i I� o ----�_-- / i /' �0 ; ' ' , / / / ' , I ' o j'' o rn 0 , / I ` ♦ `♦ \` I I --'-. .` \ `e L _ _i \ I I , I 1 ' I I i ' `° I 0 i ,e I 'r ` I ` ; ' 1 , , , \ 166 I ,, , I I , , / - - ` `` i1 / / / N I ' 1 I , I , I / ' ' I I , I i i / / — — --- -- 1 I I / i i %\ ' 1 I / i / "'- -_\ i I ' i I — —/— / --• _ le , ,I 'I I , , , I / ,,% ,,-_ '` ♦, V .`. \. \ `\• \ \ \ N `� `\ \ ` `�\ • \ I d� I `II \\ •\\\ ' , `e \ 'I, , r % I 11 ` ,` V \ , • (b•, \ • 0)• \ ,� \ \, O' ` \ \` �� \, ` `-_ \ o _ \\ \\ \ `` REV. NO. / �_ >0p�� 0 00 .,......___y PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa ��O` / X1O EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 WARBLER WAY PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH I` ,'T ' _� • • 1I `1 1 �1 \ II A ' --. '\ `I\ ``. �• SEOWLINE - MATCHES CTION UNLESS OTHERWISE EASEMENT LNOTED / / , , \ 1 a , , 1/ / ,,'' `• —\ ` \ • \ `• \ \ \ `♦ 1 ` N • + 1 ' 1 •/• • R 1 I I ' 1 I 'v I •r 1 ♦ \ \/ ` \ ` \ \ \ \ ` \ \ • 1 \\\ MM` i i'� / / / , - - _ - - - I :/ 0 .' \ , / , / / 11 -� \\ O / / \ ` , \ , / //,' \ I, ' ' / ' / WARBLER WAY , I , 1 '-. Y , l , / Ik V. \ \ , \ -P \ \ S II, -------- I , , , \ , ___ \ \ ( \ , \ `� `� "\I :1-1\ \\PROPOSED I , \ ,` \ \\ ' , ; I / 167,-••--, --'�• / \\ ` \\ • '` \ `, `\ \\ `• ` ` `. ` • `, , ' \ ` // / ` I \/ `\ ` '. ` ` ` `. \ \\ \ \`.\ \ \`• \`••\ -- - ---___---. '\ ' I \ \ I , \ V - PLAN VIEW PROPOSED CULVERT/STORM SEWER / . • EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4925 4925 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X N'- 811 CALL UNCC BEFORE YOU 811 DIG 4920 LP STA=25+78.97 4 M 4920 LPELEV=4902.11 -- -_ PVI STA=24+49.31/ ------�- ♦ "o II PVI ELEV=4900.96 / " > A.D.-6.82 / • H Cu 4915 K=49.09 0O `� w 4915 335.00' VC co /• 00/ a a _ N M — 1-800-922-1987 r OR o O N 7r ta o PROPOSED GRADE ALONG / _ ` 0O7 N II t i 4910 °+°a, +0 w I� o � 4910 N 0 N C w 2.0010 PVI SFALC II o co HP STA=34+50 o m • (/') 0- (/) 0- a > �� HPELEV=4915.37 Nd • - UTILITY CENTER NOTIFICATION OF COLORADO o \\\\\�o PlDlllllll��j��/ / :: tioo _ 2': _ = 376 6 0 �. O �-23., 5/16/2025 r��\ MATCHLINE W co PVI STA=34+50.00 a) 4905 STA = 25+00 Q a PVI ELEV=4916.12 Q 4905 ELEV = 4902.74 H> A.D.=-4.00 ;> 0 0.77 /o K=37.50 150.00' VC 2.00% HI r" co 49004900 p rn 28 :: /��///SS/ANAL ��\\ ��///IIIIIIIIIIN\\\ O 27 1C8" RCPT ,��CULVERT 30" RCP S b N II ii -2.00% Q I EXISTING GRADE ALONG Q � PRO_ PL 4895 c~n w 4895 , \ \` `` ENG : TAJ > > (� APPROXIMATE LOCATION OF0 N CHKC EX GAS - DEPTH IS NOT KNOWN ....., ...yl,„ DATE 1/28/2025 4890 4890 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 - WARBLER WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD29 40 141 .„ -- . \ ______, ..... _ -•"‘" / • _ -' '_• '- ----------- -- •` - E I in 0 z _ _-'1'- - / -' - • �- ,- -- 1 - \• _ , .... T,• 493 ,• • • N. N. N. / I • • —IX • • • • . • / I I / t 54 I / 0 < `,` . • `. 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I `` • , • • `, \ • • \ , \ . •. . / ,/ / I , i 1 /•� I I I / I I I '/ 1 / , / / 1 , I ; 1 N 1 ; I 1 t I I I 1 \ / / \ I , I , ; I \ / ;', , ; 1 I \ 1 \ I/V.�/ 1 1 N I 1 \ \ / I1 I I , I 1 , , 1 1 ri I , \ I 1 1 1 1 \ (� , 1 n/ ° II I • 1 1 ' I ; I ;' I / I / // , `, I II ' I i / • 1 I , , \ \ `, \ \ 11 , 1 I ' 1 1 , I I c t , I 1 , I I ,I C� t 1 \ I. \%/ / \, \ , \ \ \ 1 1 ' I \ 1 1 \ I \ 1 / I \ 1 •\ \ \ ' 1 `, I, 1 ; 1 1 I 1 ,\ \ '� ` 1 ; ` 1 I I ; \ ; I \ \ \ ilt\\, iI 1 , , I , I 1 I \ I I 1 / \ \ I \ 1 I 'I \ X ' 1 CO 1 'I '\ ' 1 1 1 , \ I 1 ' 1 1 I , I I �O /, 1 II /\ \ 1 I , \ , I I , 1 , I I O , I I I ; i I i I ' \ II I 1 ; \ I I i 1 , , Ch- I I I I 1 • 1\ I ` / • iI • ♦ ► • .■■ ■ /Ce (�I W ♦ ' t ll�■■ - . ■ J LO / (N DATE Lo • / N. `\\ I 4935 �• \-�'� 26' EOP-EOP ` • co • , 1 1 - - `\ '� / '/ /' 1, I , i i , i ; ; i ' ' '1 I\ 1 �- I I 1 I 1 / - \ / \ \ ' `I KEYMAP - - --'i_- DESCRIPTION REVISED PER COUNTY COMMEI` I I \ \ \ / \ ` \ •- _ . ` • - - / / I 1 i 1 1 \ ----I / / / , 1 , , I I I , 1 1 1 \ C-- -. R --400. �� / / `' \ \ `.`. J \ / ,' ,' / y ; I 1r 1+oo`I `\ 2 00 3+00 .—`. # S59°02'25"E b� -4too-`. ..— .— 1 I I 001-=-143.70,,-' ,' /I I `\ 1 \ 4.-.--/ / / , / / / I I I \ p_ l I `� ` -20 • I ` --A- I I I ' ' .� rt O 1 '\ i i I I / 473.82 . . `- e 0 ... t , , , . ` I 35,~�, ,' ,' / i / / / / , , , i I 1 I , I ; . . . \ . 02 �, , , , l / / / / , 1 I ' / I I \� 4920 / l // l 1 ! I ''i \ ``. ` ROADWAY NOTES: • • \ 1 -�- �- / / i' i' ° i 1 i 1 1 I • • • • I 1 I �\ •,` ,`` 1�__ - - 4925 l •�i�'`, `` /i \ ``. \ >z \ \ _ II• i , , �' i t i I ,..::'/I ; _ 4935 \ `. ` - � ,' / l I I i i I CIO l ; / I/ \ �x��\ 15 / f I i i i I I `, \ \ \ �\ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE �`.� ono, \ /�i / i I ' / \ ' `- / ' ' \ , I , \ �`\ - I I I , \ , 1 ` \ `\ I �\ \ / I 1 `. \ 1 , I 1 , \ \ \I ` \ I , S / T 8 I, ' \ ' ' 3 �2T�;E. I \ 1` I '\ \` ' ` \ '`.• �� `.� `�� / I \ \ I ,' \ I I ` • �' \ \ `� `, \ I\ I� `, \ 1 , 7 •2p� ` \, S05, 8x00 •49 0 t `J I /, ` \ ` `, \. ` `� ; I \�.�� Q , I I 1 , \ , I \ ``51 ``� `` `� // N. �, • `, • `. . / I 1 i\ \\\ '\ `` 1 \ `, \\ ` \` ,' ,I ,% ,/ \\ '\\ %\ •\ `, II \\ ` I � '\I \\ �\ i ', i •/ 4�� , �� 1 \ `, \ 1 `, \ \ l , '\I �' l00 \ 1 `, ' 'I 'I 1 I \ �I. I r � I I\ '�� ' LEGEND `. �9 ` _ -. • • • • '`, •`. • \ --/ / -___ ,' ' \ • • , I `•� i 49 I 1 I 1 I `,I I ,� �� I I I I I I ` ; i I iI I ; I 1 ` 1 ; j , 1 I e /I I / It \ / a�3 23s '°o. \� \ 8. ��' I REV. NO. / �100�� 1oo�� --7,OO, PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa ` ` \ `. `� ``�` ``�` N /� N. '/ •,, `., \ / `,\ ` / �`, .` / . \ ` i / / `. / \ ` \ N.�� •, \ / / `. / �\ ��` \ \ _ `•� .• `.�'`.� ` \ 4g3� -'--.` `. �_ 5 `� �o •-. I 1 \ 1 1 1 , I -P. , I / t / / I \ ` , , \ `•- _ , / 11 I i II I I i 1 I , \ \ 1 v I / /, l , / i 1 1 A9.\� �" `�----- --''' / \ `,-----_- I / / / s . \ \ �, / ,� II I I I I I I 1 I I II I �' / / 10+00/ _`\ - \ \ / / ' I ' , I ' I ' I I it 4$ I ' / //� I /�'� / / \ - `.-_- - -'' I\ // i I '/ / / ° ° i i // i 1 / i '' / i ' ' / / / 50 - ` ------ _ ___- '' / \ \\ / I�' '' /I II '/ / / ; , / I / / �,' / // ��h 1/ , i ��/ %/ i/ /l �, `\ / I' /// //'� 4935 \ \ ,' i i i / f ,Y / / / , , ,' / f f ,� // / ,' f/ i , i / / - // / ,/ __ �� I / ./ -__--`` \ \ ��. ------ .- �, / �� '�• /�� / -�/ / �- �� ' / // �, �,/ �� ; / 4/44:41( `.\` \ / \ /, ,,,,/ ,• �, /, �,K�, /, ,. / / �,. �,, / ,, ��./ / /,' / �. / i \/ / / / ^/ �. \ \ ,' -/ � ,- / / ,� i ,' ,' ,/ ' ,- , / ,-' ,' ,' / / / PELICAN LAKE PLACE - PLAN VIEW / / �7O / EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE PLACE PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER / . • EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4940 4940 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES -2.00% - EXISTING GRADE ALONG OH E EXISTING UNDERGROUND ELECTRIC LINE 4935 0••,. �� .... 4935 coco N,o EXISTING FENCE Lo N- T X CO o PVI ELEV = 4. 81 CALL BEFORE YOU UNCC 811 DIG 4930 Q � 4930 \ 4925 55 4925 o — a 1 - 8 0 0 - 9 2 2 - OR 1 9 8 7 PROPOSED GRADE ALONG. 4920 � 4920 i ..., o 7,..o ....... �` UTILITY CENTER NOTIFICATION OF COLORADO• ��,,,��IIilIIill��,, \��pD� l/ / . "."=--"- = oZ a = 37660 ° ' -sT 5/16/2025 r��\ M N ' 4915 + o PVI STA=3+88.20 + o • 0 4915 Q a PVI ELEV=4930.84 Q I-> (1)°- A.D.=-2.27 I-> U) CL � �� LO LO K=132.23 M� o 300.00' VC + 0)4910 d 4910 ///ONA IIIO��\\ U) d PRO._ PL 4905 4905 ENG : TAJ MATCHLINE CHKE STA = 10+00 ELEV = 4904.88 DATE 1/28/2025 4900 4900 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 - PELICAN LAKE PLACE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD3O 41 141 • 11 I I Q El O Z \ � 4895 � � �. o ` o \ \ \ / -' , . / 1`.� 4890 �` �� `•. rn• I 66, L� ,' ,,' Q oilik te / • • • • • , , 0) \ • • ♦ < dilli , • •CT • • `., GAG ,, •V! 1 ,- 1 I G _ 1 co tri ' Z --- `I --/ 1 ' egg ti 1 I O/ o (NI LO DATE � u. w I NO DITCH ON EAST i i �. 20' EOP-EOPCO ,` I � � � � ��, .1 SIDE OF ROAD � �. � � � � / 1. "Ill 'l0° ��` . 00 / 1.9t1.i 0 0— ,II �\ , _ _ S00°26'39"E v�1 1 I— Z I `\�� sl1 C C W co ` oo ,' _ �:� 235.53'—.' I \ ---. oMo ' ti)' EOP-E• Q `. '\- - e Lo \ 1 i (.9,' KEYMAP DESCRIPTION REVISED PER COUNTY COMN „ + w`� �' •-��• • `` R=250.00'22' I \I� ¢ ,` 90 r it a co EOP-EOP �' L=75.07' Q ' �• --- __ —+ 1 u I `..—a ___---_ . - A=17°12'19"" - w/ I ROADWAY NOTES: - _o ' `� i o I" . -- ----- , - .,� 5 00 �/ /�"�`! ,, �, .' . C C \ _ - _ _ 20 EOPEOP I X11 ` �, --- �` ---J ?;_ 1 -''" ' 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE - =� II `� ' 5 STATION EQUATION /g1 X - 4900 CULVERT 23 - '' �° , I •„_ _---"" ; - `. `�� --- ' i ,9.(3-Oe, ` N: 1323733.57' N , � .� ��%` OG �'---� �� q9 M .-, I. C.1 0•p0� - • i�" • /� --'-- E: 3227157.96 i �. ! `� � / w " I R,35 6 --- 14+00 L<<;.,z,`�'P , 11+00- Zv.-L:2.30535,38. - - 12+00 Q0 `, `' - ` - STA: 20+02.81 — a `Z Q ‘1\11--—�` N. -:-..3B 3, ` '� o I I �`� �' ` , (PELICAN LAKE DRIVE) 1 "�cP STA: 20+40.23' i i 4 Q Q CD CD I // 1 / ' - •-� ( COUNTY ROAD 32 ) aMaio ` ; (� 4900 _ �� _ 4900 i / _•_ ,1 • 4895 4900 _ I i / LEGEND ' ,�- � S00 0815 W I Toki--\---- , o I _ I 1 ' `. - � - - - � ; ,. / / / ; C ' CO ,C0' (D � '`, 0h REV. NO. / �/Op�� / 100 �7OO PROPOSED „......____,j PROPOSED MAJOR MINOR CONTOUR CONTOUR 125.85' I 9os I �` STATION EQUATION o II I g ,' S00°08'15"W - - ` 1 113.05' R=250.00 - - / I L=77.61' ,' ,,' ,,' i % I i / / III Q /aaaaaaa �,�' ,'� ,''�- 77 ‘A \ N. 1324476.12 I A 17°47'14" / ,' ,' ,' ,' ` ` J / ; / / .' / E: 3227045.20 STA: 12+44.18 i`(PELICAN LAKE DRIVE) STA: 76+17.33 (FAIRBANKS DRIVE) 47ii \ I • I`‘•T`. - ti `. ` I • it - ___ I ` , ` �� ,.' ,,' ,'� 1 \ \ ---1 —_.,' Z — ' I — — / / .`�I e `; / '� ,'��' ,'' :' / DITCH SECTION VARIES - ,' �, ,� l• ______, . . . .`. \ SEE GRADING PLAN `� I �`--'- `•> . `� ,,' .- ,-'� o I ,`I �� QO ,' ` ,'- '' `N , , , \\ ...- e -•' ,'' / ' ,,' ,,-' I_ / '� �� - 7:-/....,,''' �` __� `� -< \"-''' ,,, ,,'' ,% ``` \ \ ,'' ."' __ ,'' ``• . ''' ` `` `--� \ - ',"' .'''' PELICAN LAKE DRIVE - PLAN VIEW I I I / `, >` I C 11 I I I o o 1 QN�� to �:'.! ..: i , ' I ! I , III I �' 1, ,t7 ' ., Jo / /, ,'�/ ,,'CD '� , CD / CD O / O / / O / / \.OO� / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE DRIVE PLAN & PROFILE WELD COUNTY, COLORADO — EXISTING PROPOSED — — GAS LINE SWALE/ROADSIDE DITCH — — — • FLOWLINE SECTION — — — PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I I I I PROPOSED CULVERT/STORM SEWER 7 EXISTING OIL EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE 4920 4920 EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE PVI STA-10+73.75 LP STA-15+35.82 PVI ELEV=4901.58 LP ELEV=4898.88 N M E EXISTING FENCE A.D.=3.41 PVI STA=16+16.88 °a X 4915 K=58.71 PVI ELEV=4898.26 rn 4915 200.00' VC HK=83.61 A.D.=3.11 a ~0 O 0 81 I CALL UNCC BEFORE YOU 811 DIG 00 o-)+ - > o`oo •ti m 900.36 260.00' VC — II COUNT M M O ,- N H H II PVI ELEV 4910 8.-> 4-) �°Q' N ' °moo �A 4910 N v — + 6 �� G �' +� .,1- CL PVI STA wy Q��rSTA PVI ELE = 10+00 w z c i `O 1-800-922-1987 OR 4905/-MATCHLINE ELEV = 4904.88 a m `�' `�' 4905 aPROPOSED GRADE ALONG 4_ 2.520/0 LL -0.86% 4900 4900 UTILITY CENTER NOTIFICATION OF COLORADOo':a \\ Pllllllll��////j/ 1..•••• = 37660 ��'•. 5/16/2025 .: -0.59% 1.93% -1.91% 4895 CULVERT 38B 4895 CULVERT 23 CULVERT 38A 36" RCP /is/M/111111111O/6NAL 30" RCP oo 36" RCP 0 EXISTING GRADE ALONG + N 4890 - II 4890 PL II co co w TAJ 0_ 4885 4885 II CHM. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 - PELICAN LAKE DRIVE PROFILE VIEW DATE 1/28/2025 A 0 60' 120' SHEET NUMBER I md 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD3I 42 141 < A / ' - ,' , / / / /' / /• 1 / /',/ . / / 1 ,� 1 /I 1 , O' I , , / II / / ' i / , / , , / // , , / 52' , / / / /1 /1 / ,' / ,- / / / / . •/ / / / / �. / ✓1 1 / ; /I 1 I 1 I .. 1 1 1 1 1 \ I , \' �9 t / / , / / I I , , �, r- OO\ / I / 1 / / / , I / / / ,1 / \, \` \' / / l / II I / / / I , / , I / , 1 ' 0 // , I I I 1 Cry.; \ \ / I \ \ \ 0\ / , , , / / / \ \ \ // // / /1 / \\ / / , ' / / / , o / I / / / / / m 1 / / / / / G) \ I / , / / / / - - - - Z .._ _ ...• ",..\ s.\\ - `\` \ \. \ \ -� \ / •/ \ I . \ \ — a 245 1 \ I , , / \ I , / ,/ ' I /' /' I / / , I , / i : / ' ,' �� / / / I\/ A ,/ / / , / / • • \ \•. \ \ I \ I , , \ / I \ I I ICI- I I 1 1 I I I I I / III I / / 1 .''// / I / / / / / : . . / / / / // I -- I .�, .\\____.- \ \ \ \ I, I / I \ / / / / / / / / IE / / / / _ _ . - / e-- ' '/' / „./ \ , / \, / /\ ' , ' / /' , / / / / \/ \ 1 , ,,/ / ' / / , / / / I I\ \ 1 I 1 / / / / , I, / / , o , , 244" / // / / / / / w / / o ' 07 ,' ,- / /' \ I • • \ , •\\ \!\ \ Al % • \ . , _--- --1� , \� 000.. \•`\ 243-'1,-' \I / \ o I I - / \ \ 1 Q) I , / ,' \ , \ ,, , , -''\- - - ♦ 1 \ , / , / ,/ .\ \ ' ' / , —'� / \ , / l ,-' • , . .\ j / / / , / , -- -� \ / , / / .--. \ 1 /\ / , . \ ♦. , , I , , ' it" II ‘‘ \ -. . c9 , \ , \ \ 1 N• \\ \ '\ \. • 0- V a\ 4 \\`, \ \ \`\ 0) • ` •` \ ` \ •\ \ ! \\ \ \ --_ \ \ ♦\ \ \ \ • \ ~ DITCH SECTION VARIES - ♦\ \ \ `. a \ `\ \\ SEE GRADING PLAN \ \ \\ \\ , 1 \ 1 'P/ b 1 , 11 1 \ 1 \ I\ \ 111 1 111\ 1 I 11 I / ` ' ' 1 1 I 1 1 \ 1 1 1 I 1 II I I , I I I 1 I I I_ t , I I ' ; p 9.`_ , X , \ 1 , VII \ I III 1 I .' ; I \ , �\ \ 1Ce I i I I \_—A l \ \ 1 I Op COI OAIS d ` I , / .. ,, -`-----fit \ -/ • I / / , !' // I / '` ' /' 1 , _ / l 1 % , - /�``-` lila /,- I::1 \ \ /4 , I .\ \\ I Ul I. 1 I \ \ \ \ / I i / \ 1 1 / ` ` —' — — a _--- '. \ • / / 1/ l / , \, .I \ \ 1 • \ ' / ' \` / • 1 / , / O+ -' -' / / I / ' '• • / / ,/ ,-- z / I Ui , I l ' 1 I I / / , / / I , / , / \ \ \ - -- . . ./ 1 1 1 ,' ,'� ``\ ` / / / / / , / \ \ ,' / / I ' ' -..... / ./... • I I I • ' \ - . • \ 1 • \ i ..- ,, , - - \ \ ` \ \ 1\ \ .. . \ \ \ - , • ' \ \ \ \ •/ -- / ' ,' — . \\ \ %\ \ \�\ \ C3� _I ', - ,- ``` ,. ; ; ` `•\` • •`\`\ ,I \ / , ,I \ ,- ' / , \ _ - / / I \ •/' I I I _ I I I , , %KEYMAP 0 I Z 1 I. i < 0 11.1 ._ ��r• _-------j (N DATE ,. -/�/ DESCRIPTION REVISED PER COUNTY COMMEI` >• r,..._* -� , / / o wC0 . + / 26 EOP-EOP , , / •,- / ,/ / / / o I='_ L > /i ' ' i �-�� \• \ v, - \ ` •4895 ♦t�►•`� 4900 o - \ ____ -/ -,`- ROADWAY NOTES: // / —c+`..n / ' -/ --' // 4905 _------------- -' -7- f,- r /. / /,• I, . 0, �� _ —/ �' Ce0 `\ \ 5+00`, N35°23'55"E 0 ` - . '`\ 7+0 I I 8 0 G7 N35°23'55"E -'- '' - ALL EXISTING 1ARE BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE _ -�\ / / Io - — 3+00, ' '\ `. ' .�' / ', ,/ ,' // ,_--- / , ,,LLJ ' \ r .� - / - ! --- \ `. 'I 2+00 o ,—, ' / / / \ / I I .,�— / ,! 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I ,' ' / I \ `\ /7 I \ Z I , , , , , O I/ , , / II \• p , ,' / , \ \ `\ O ' i� /' /'� I• \ N \ m �,t0 / 1, .� / �, \\ . �i\ /� --- o ,o ,� r--,..4,- ,`r , tP / , . •`�O \ \ ` . . \ . I I CO I I _ `` �1 CO-- / / • /, - / ' - - , ' / / , I ' ' /COURT) , , / /I / , t I / ' , / ; / 141 / \ \ , \ I 1 I `, I I `C \ I / , ��oI I `\ v , , \ ♦ ' ' I I . . . ; \ �. -5- I 1 •I\ , , `\ \ \ I \ \ \ `\ \� \ • OJO, d \ I , I I ; / ; \ '1 I \ ,ver ILEDYARD ROAD 2+00 \ I I, , UUU / / \ - `\ `, , N: 1329114.05 • ` ^ / \• - E: 3229435.57 I / \/ 1 I \ , I STA: 7+71.95 ,' \ / \ / \ /' (BURGHLEY • \ ` \ `\ / I STA: 0+45.55 \ \ I, 1 (LEDYARD ROAD SOUTH), ,I \.\ _ i I ' \ \ \ \` \�\\��\�\ A I •I , \ `\ \ - I I i - \ I I \ \ 1 I \ . N / , / _ _ , — -___............ - %%'- •05 ,','',*-----,N• ' q9. -, ,_-_-.- ___ -.,- -- \\ __ " '' / \ "- , �g00 .-' \\ , / \ / \ -----' /III • \\ 1\\ \ '--- ,1 \ \ I.• REV. NO. / >0 �7o 00�� PROPOSED �� PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa �J / / EXISTING o / EXISTING o, - G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BURGHLEY COURT PLAN & PROFILE WELD COUNTY, COLORADO ‘� ---- - ----- ��--- -''-- --- - — '�-� _-- '• cn- - Z I o rn - " ," ,/ / \` ,- N. 0 \ \\\ \ N- •I . N _ - - - • • •' ' �� I ` . ON I - —�'/ // I I •:\ I I I---- / I1 ' r / � I ______-. ; \ • \\ 1 • •\ • �� •, /' _- �`\ \ i '' / ' I \\ •\ 1 O % `I `\ • " _ EXISTING PROPOSED — GAS LINE SWALE/ROADSIDE DITCH / - _ _\ ' — ____ ,_ --- 49 -� �,, -_ '---- . . 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EXISTING OIL D EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE - --- - _ - BURGHLEY COURT - PLAN VIEW 4920 4920 PVI STA=1+75.00 PVI ELEV=4903.40 FO EXISTING WATER LINE W A.D.=-1.85 LP STA=4+51.61 W EXISTING OVERHEAD ELECTRIC LINES 4915 Z4 K=64.76 LP ELEV=4896.39 4915 J 120.00' VC PVI STA=4+00.00 OH E EXISTING UNDERGROUND ELECTRIC LINE W 0 o PVI ELEV=4894.73 o Ln o co 0 A.D.=5.60 EXISTING FENCE o M o K=49.08 F=- X 4910 z ii + 275.00' VC O 4910 / / Z II > OHO _ ca 811CALL UNCC BEFORE YOU 81 DIG 1 I- Cn J Ll l I— G. H > � � 00 O O COO M O)co 00 in I D 4905 2.00 a < > II °0 4905 N.` U) a 0_ < J 4 PROPOSED GRADE ALONG 4_ '\ W } CL 0_ A 3.85% ,- 0 � I 1 - 8 0 r 0 - 9 2 2 - OR 1 9 8 7 4900 4900 1.75% _........._______ , , 4895 i 4895 UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\moo .-I-----I I - l//�j, ti . _; oza = 37660 -�'., 5/16/2025 / \ N. / / • ` 4890 4890 CULVERT 6 j/<c\S..�••••,...\'C) o 24" RCP EXISTING GRADE ALONG 4885 4885I PRO_ PL Y — P-2 8 \� `\ ENG : TAJ 54" RCP i � y CHKC 4880 4880 \\1), 4, OD' DATE 1/28/2025 0 60' 120' SHEET NUMBER 4875 4875 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 - BURGHLEY COURT PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD32 43 141 / • ` /% I / ' / , // / , .I- ,prV I / ,' --r ,, / i / ,/ , ,. , , , ,- ,, / • , ,- ,-7 i.-'' Oi '- .- ...._ -.. . 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I / . I / / / - I / / `\\ / / / / i _ / / , / / / -� 49 / / / / / / , / / / I �_'-' O Z /- , H KEYMAP _ 'i= DESCRIPTION REVISED PER COUNTY COMMEI` ,' ,T// / ,' / / ,' ,/ ,/ / / I \ , / ,-- �.�_.-'F / / / / i ��. w'' •' /-• / /' / ''/' '' �9 /' / •' / / �/' I I I LI T --1-- ' I_ t ` ' - 4 I * --I- 1 L •--,- - ,26' EOP-EOP 1 ---L-i_�/ / g15 / _�� / ' •,/' ''" -'' ,-' .-' ,'' ,'' / / / / 4935 �� - / - c 4925 0 - / / \ / , ,' ,/ ,,' •'9 / I �- - 4930 492 - - ,/ / '' ' /, / I *\ �� / /r ,// / / / ,/ ,- -- , -- --- /,/--\ --- ,--' , / ' /' /' /' ' ' '� _ -� !- ��>_ �- / - NOTES: 'I. ,/,,' / ,' ,' / / \ I/,, I r I \, - 1 �0 2+00 00 ,' ' \\ +� / + -',,�`_` =fir , +;'�► -�� o I +� v 0� ' N00 0942 W \ 6 0 `\ / , i I 18 i 9 00, f / x, `' , 8+ 9+00,/ w I + / /' _ I /''' 0+ik1D ,.- , '�- / ,.' - ,'' �,' ,„'' // ,'' 9,'' ,'' / ' '� / / /, ,, ; - I II�II' I , �\ \ / / I I O , / \ -�''/+o� / 1048.12 \ \- / / ' ,� II II -- ,-•ROADWAY - -- / -.- - " 1. ALL EXISTING BE FILLED ACCORDANCE 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE _ / / / / 21 - ° , / / - 49 -- / / / ' o _- T 4935 -� - �� _ _ -- ! — - \� /' /' /' / '- '- ''' --'.-.'' ,'' ,'' ,'' ,'' ,�' , \ • `. 4925 4920 /' .- - - - 37 \ ' ,' /'\ STATION EQUATION �r:�l 4930 '''.. — '/ // /' / / `; ' ,' ,/ ,.•�g / / i ,' ,- '' /• —/ — — / — — = — 1 — 4925 ��' / -'-' \ '' , /'- - /- — — / ' �� - s / / / '- q ,/ /•// / / ,/ -' ./ / / N: 1328608.42 I �'— �� / / / -' / / ' ,' t / / ............. , , 7 , /// �G -,' •/ /RECOMMENDATIONS /' ,/ / ,/ N. ,I- .... , - , .-' / E: 3226072.04 /' / '/ STA:0+50 o- I / / - /' I - ' -' '' ''� // ,• / //f I/ '/ / . ,\ \ / `I ` / ' / / / _.'/' .' -' ,/ ,. /\' ,�o / - - -'" r�'--- / '� 1 �' �o/:__1;:_ //'I ' /' (SNOW OWL WAY) /'/' / / / / .' . / .'" •'--/�- q90 / .'/ t' ,' �,' , --' .' ,. 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NO. / ---100....________/ PROPOSED 00�� PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa / �'' "' I /./ ' .--'_ ---''____---- _ - / ,- __-- /__-_I � - I,, ,. /,_ ,- 49 _---'-� -" - I I I _I -_-__--'/,-'/,/ - w _,• /.- /' / /' . -- --__ '' .' .'' / I>'�'' /'' /.- /-�V/' �'// ,_ -- ,/�, ' /--'/ } c�� _-' _//' ,/ ,/ ,/ , .. \-- .I'- ,'' �' �',/' - _ I -,' //',/'�. �,/'- }-'"_ / /::: ,. /. ,/ �o ,' ,,.---t''-_,k- / -T'''' - -'- ''' �g10 - .-' / - ,-- '\ ''--'' - '' --'''iice- .� '' •'%�//-''� ,-- -.-_-- --- �l �,.-,-/--' --.' �' -,.- --�/. I, '�9�5 .- �.-'' _ - - _ .''- / ./,''-, -' - ,- 229' -' '� ''' '' -' — J '' .-' — \i/ \ ---'' \\ \ --- ,-----./ `\ /oo / �700� / EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 SNOW OWL WAY PLAN & PROFILE WELD COUNTY, COLORADO - . 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FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED PROPOSED CULVERT/STORM SEWER - - /` EXISTING \ OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4950 4950 w Z PVI STA=3+51.67 PVI STA=8+00.00 Ja PVI ELEV=4933.93 PVI ELEV=4918.00 FO EXISTING WATER LINE o l"-- A.D.=-1.79 A.D.=2.09 W- EXISTING OVERHEAD ELECTRIC LINES 4945 la > co K=111.82 K=57.41 4945 p o it II 200.00' VC 120.00' VC OH E EXISTING UNDERGROUND ELECTRIC LINE I Q >-me-ail w oo CO Z co' - w o— CO .- 0) o PVI STA=6+48.12 o EXISTING FENCE Z > > +' in rn + rn PVI ELEV=4925.00 O + O rn o CO co rn X 4940 N A.D.=-1.60 ti CO - 4940 2 H> H> K=75.04 H> H> CALL UNCC BEFORE YOU 81 DIG 1 (/) o_ U)°- 120.00'VC moo_ co a. 22% ° r N 4935 N co 4935 �� co � N Ia . � u) -. a 1 —800-922-1 OR 987 4930 4930 N. ' 4925 � ��--�... 4925 UTILITY CENTER NOTIFICATION OF COLORADO O, l/ \\\\�0\11110111111///j�// ti . _; oza _ -� 37660 �� 5/16/2025 • 4-\ ``� EXISTING GRADE ALONG M .67o. 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NO. / —7,,00 MAJOR MINOR CONTOUR CONTOUR aaaaaaa / / zoo / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NUTHATCH WAY PLAN & PROFILE WELD COUNTY, COLORADO cm)/ ; ; , 4915 `\ '/ ' '/ ' 4910 / ,' / ' I \ C : ' o O I ./ ' '''_ 157 — — '" 90h \ �` \ \ \ \ i \ `\ ` \ . -` \ \ ' 1 1 ' �` N ` I GMs /' ' / J p `. -` / �- , i \ \ �` ``. ` - �� /'' /'' , / kg I Q �' / .--' \ ' `. \ \ ,' t `. 158'-�` '`♦ \� \ -' '� --_� / �I EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH �� 4905 / + / .' i / I N - _ - •\ \ ` r----/---_, 4900 _=- 159 ` l /" ` , ' / ' �' ,''' I `� \ `• \ ems. `, �i `._ `, ` ' FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED / \ / ,/ , ,� I \ • 3''� , -- \ \ ` .... �`. ` `•� -- . / \� / / `.� cos `� \ \ `�`�,__\ `, y: I -1 -f F / ,/ ,' ,' ,' �.\ '',. / �' ,/ I\\ 490S ,' I q9 `.` ``�•' `\ 4900 \` _, 0 '�. ,. ,� \ `._\ \ `� ' / � - �`N 1 1 �,' �,! ,,I', .!'• ` \ ' '' ' N '" " / \• I �\ \`\ \ `�`\ �. � ^�`\ `. 1 `••, N `- �' / .' G� T-_�-- 4905 -- I I 4915 �• � •'^ -'' / .- -' -' ! ! ' '" !' ! •I I ` . .' ' / / `�`• \ ` - �' •/,''' \ . .`\\ . \ \` \ 1 ' PROPOSED CULVERT/STORM SEWER •\ \ ' 1 `� \� `\ `� U :�� `�__j , �. / I - v, / I- 4 \ „ \'--., , , \` / \ •, _�` 4910 - /� / - - - - - - - - - - _J ",- ,� ,, " I ` `�'`. `\ `.,`' '',' I r-- 4910 - 1 \ \ T ;' : I o -' _♦ ._--.-'/.' ,' 1 i �`. \ \ iG�"- __---'-' �\ ` / / . EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE NUTHATCH WAY - PLAN VIEW 4930 4930 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X CALL UNCC BEFORE YOU 81 DIG 1 4925 > 4925 M O O O Z (.0 PROPOSED GRADE ALONG 4_ O o 'I ELEV = f p0% 4920 a 'I• 2' a, 49208 ics.� tD 18009221987 OR + o_ - . 1.00% o_ d' ii n 4915 0 0 In ° w 4915 CULVERT 29.1 + CV am PVI STA=2+85.00 + CO am UTILITY CENTER NOTIFICATION OF COLORADO \\\moo PlDlll----- //O L//�� ti. '= oZ a 37660 �� 5/16/2025 ��\ 18" RCP Q �j PI ELEV=4918.56 Q I- c~n U) _ _ a 4910 K-A.D100.00 - 4910 100.00' VC EXISTING GRADE ALONG 4 %/ScJ SIoNAL �\- 4905 4905 ii PRU� PL ' i ENG . TAJ 4900 4900 0+00 1+00 2+00 3+00 4+00 5+00 - NUTHATCH WAY PROFILE VIEW r1 CHKC 111 pi DATE: 1/28/2025 0 60' 120' SHEET NUMBER I 1_ md 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD34 45 141 1 I ' 1 1 ' ` \ ' `\ \\ I ,\ \\\ `` � ,``� \ ,1 I \ 1 ' I , -Fi , 1 ; , \ \ . , ` / I I % , I , \ , 1 1 196. . 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O •. ,� • DATE N cfl ,..� •',—'I / ,� I .----' , 197 / \ ` , \ \ , ` , w / % , (MEADOWLARK LANE) � J / ! 6 0 I 1 ' r '/' , ■ ~ 1 I I o I —. - '�- - -' DESCRIPTION REVISED PER COUNTY COMMEI` / ' , / I ' I I ' ' / 19$ -- \ ---------- ., / , I / 4pO 5k0p , I \ --- ' \ 4890 i � -- \ / - --- / I , - / / 1 . � ,2. 9 s� i % ,/ -_ _, - , ' ° ,/ / - ... - -----_ ''r— __—__ —'.- / ,- // / / / / 1 / - - ' ' / o 1+00 / , 00 S00°29'53"E 3+00 rn I- --- / 885 4— 1 I 48g� I ti , / ROADWAY NOTES: • ' - _-----/ / i- i l " % ---�_, /I / , o I/� - \ I V / I ,- '� — _ ,'' - - '' ' / 340.19' - = �/ - , / - - ,i % ; 4890 .,'' .------____ ,,-'-,-' •4s85- _ •J 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE (2// I_ -- 4880 • ' .'- L - ''�- - - - :` -/ - .• I I r ' ` ,'- ■ 48$ - 4885 1 \ , ; �' \ I / �. �� / _-__ -'-" '_---___� '�--' / / ' / 1 • I /� \ ` iII / \ -' - ----- - ''� / ,' " .�, ' 26' EOP-EOP 'I 1 , \ I �. / ,, �__. ' � - _ _ 4890 / `\ ,�'- ,--'-------�____ / .'- .'� .' -' / . / - A'' co / ,/ , ,' 4890 '. . .1 �� _ 1 I 1 I I 1 I ; \ Ii / r I 1 / I \/ ,' r ..-"i-• t-= - �- - �� - T - -� ,o , ;' / I- , , , ,I f / - - i ' I/ /q' - - - �,-' �,• �.' / 4905 V " . I I \ I' / I I-------- '/ I I \ _ _ / / � . .� / 1 , // , 1 "18+00 / I --- % •' ,-' ,-' •' / I ._____----' .-' ,'' •'�i / " . , , / ' ,--', ,,'' I O -.' ,-'' -.''' / ,-'/ / ' I,-__ , , ,.- .' /,- ,' ,, / ,' , �'� II •'' / ,'�� v, �1 . , / 01 'v I / �/ ,� ', ''' <' (F/ / / / N NI' / / / / ,,' ��- / ,', ,' / / / / / �. I TRAPEZOIDAL CHANNEL ' / I, % I / / / / I/ I \ 16' WIDE BOTTOM, 3.5' DEEP I I I 1 I , / ' / 1 \\ / 1 I I 4:1 SIDE SLOPES I i i' / i' I I � I % ,''' N. \ / /, / rI / ,' \ �, I I I/ , \ II i i / // %' ' 99 / % / ' \ \ / / ,/ , / / ,, %'' , / / LEGEND REV. NO. \700�y �oo�� --7,OO� PROPOSED PROPOSED MAJOR CONTOUR MINOR CONTOUR aaaaaaa ,'''' ,-'''' ,-''' ,''� / / '' I '' 198 ,' ,"'' ,-''' / 7 / / / �,. / ' /' / ,. �, / �- ../ / / / /' // / / /' / , // / " ' 1 ' � a W - I pcc, / ,-''',-''' ,.'''' \ N. / ,'' -/' / ' Si �/ , �, --, ��.'• -' / ' / ' -- I I /' % % I/ i r i / / I I / > ,'' ,--- _ / i --- - 1 I 1 / ,/ �' �/ / I / 7." / / / / / I 1 / 1 / / ,1 _' /' \ - - _ _ I / / ' i / / / / / / �7O / EXISTING / EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 KING FISHER WAY PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH .--___ �r I / I/' / .' - //ICI I , . / / / /,' ' ' �- �. �, / / � / � / � l ,, �,., )( _-- 1 / I I "I //I �� \ \ J / I ✓ I/ i / / / / / / 5'.-`. i ..-- \ \\ 4900 -�,' /' / ,' /' / / / I / /�// �� `� / , / , " / / / / /` ` ,' /'t- •'' /' 1017.''' / / '� �� / / I I / ;' / /' i ��` -/'' ,/'�--,-'��\ \ / / / .- i \ FLOWLINE SECTION PROPOSED PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT CULVERT/STORM NOTED SEWER 4895 ' / ,' , , i \ 1 / / , , `` _ \ .'- , , \ / / I / / / / / / ''� -s' `.-'- ''� \� \\\ / _ _ -' \ -�` • �,• T/. ,' / - 4890`- '� �,�' '�,.' '//5- --�-- / '/ i ,," I // I/r '"� ;/ ;, // ', /, -/ - J // -.' \ J / / / -� / `---- - -- -- \ .� ,`/ - 4895 �� , " I/ I, , ,/ i \\ / - I I' I f I KING \ i , / / 71 _- .,---- FISHER WAY - PLAN VIEW 4905 4905 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X PVI STA=4+50.00 PVI ELEV=4887.90 811 UNCC CALL BEFORE YOU 81 DIG 1 W A.D.=-1.12 4900 a K=107.14 4900 J o 120.00' VC x rg o o oo a M (pc"' co CN o ti II rn CO o 4895 O 11 > CO LO co 4895 a Qiiik w /� r/ 1 -800-922-1 OR 987 laj ccp w...., N. EXISTING GRADE ALONG Q H > H c 2 > >CL CL �� ________ 4890 -0.88°,° LO i i 4890 s / II < > w UTILITY CENTER NOTIFICATION OF COLORADO o \\\\\o Plo0lllLi////�/�/ ti . = 37660 =-p. :O --:.----Tv-3 % 5/16/2025 •'��\ U) w 2.00% a 4885 4885 PROPOSED GRADE ALONG Q �%/jsS/oNAL **:C.).. ? ////IIIIII1111 \ 4880 4880 ,I PRO._ PL 1/I/ ''1 4875 4875 ENG TAJ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75 - KING FISHER WAY PROFILE VIEW kil 'II DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD35 46 141 - 1 \ , - - � \ CAI• co,� , / / / / , / - , -�' -- ``\'`. \ \ `'-_-''——___ - _ -_-_------------- _.- r-- - ,- ,-' ,- \R-- '-'' //'1,'','',/ ,' ,� �.' --- - �,�1 `// -' \ \ _— , / - -� I -BEGIN: 0+00 I I -' ��9 i ,' i i / i ,'I / ',�'''�','I'' //0 1__'-- -,' / / / / I/ - , , , __ Y---'~ - ,' I 8''''I`�` , �''' — __-- ' :' - I -----'-- J:: ---T / - ------ / _ f— ---____ _ _—__i__ __ - `-- _ _— — 4880 - '� '' --I` \ - --vo _, —/'- —,'—' ''' --\ /-'' E I Z , _��11. � '---' :-=-- i i--'1 �' ' � _/ -- �- = _%_ - -------__ -----------+-- -- `-'' / pm / '' -'' --- 4885 / '',, 1- 6, E - _ / _ EOP - - - - �.-''_ 41111 .\ 4890 ' I\ _- '- - .' �, - _� 4880 -- ' 4875 f - - - - - -_` '! \ / 4875 - - - - _ _ �', _,■■,- < _i (11 -' • - �� - - I _ _ - - �' . , _ C - ` \ / 7 -,,- �,, ,, - :@ 2+,D' N89°30'01"E 3+�0 4 .-'' __----------' - --- / - 48 �.-'-r - ,,'474.94', --'. �, / rx m �, -- -- --'-------� - - _� - - -� / -''' •lie -----''- __ �' �� '�_ ' - \ e / -' ■ ♦ •. 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'' . ------ 4880 '' --'' �'I - 114 I .' / — �— ' /_ ') \ _-- - �'` \ \ \ 1 KEYMAP _ _ DESCRIPTION REVISED PER COUNTY COMMEI` ,- ,- - "' ,''' ,- ' ' T "- 1. /f- -- ' / ; ,� - '� -'t r.� �. .. \ '' 118 \,-/ `, '--'' I ,\ - - ROADWAY NOTES: - / __--- - 4s7 " �' �, _,', I I/ Q��s . �' ., / �' ,' I %/ I %� ,� •/ , - - I '` `\\\ /• '' 115 I I I 1 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE ;='� ,. ; ,, I �% i r �' I� - - /- / \. ' I / - ----_4875_ _ - �,.' / /, ,'` 1 ,/ I �� -- I • `I I 1 1 I i 1 ' _-' f ,' / / I , , / PT:8+67.63 , 1 ,,'" , , / / / ,- ,/ , / [ G `\ I `� `� `� �_ 1 i ; i I 1 `\ 1 \ 1 ' �� o J i - I , ,''' �q�Ih /i // / �' i i / , '1 i I (j \ i 1 ,II ' G/ 1 / �� 11 �I 1 • `\ O 11 \\t\ I I I I G /- I' . \ / \ \ I `� i \ I i -. 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NO. / /00�_y >0 PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR 4414141414141 / 700 / EXISTING / EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CHICKADEE WAY PLAN & PROFILE WELD COUNTY, COLORADO G EXISTING PROPOSEDSWALE/ROADDE GAS LINE DITCH \ 1 -_ -1 \ / I G \ ,' ,, `�; / ` \ \ \ `. 1 \ I\�113; \ oo/ I 1 1 \` ‹ < `� -- 1_,,'/","_ --— PROPOSED EASEMENT 1 1 `� •� \ \ ` 1 `� ' �� /G \�, �\ ; ' \ Jr \ i \ i '�I CHICKADEE WAY - PLAN , 1`\ , �i VIEW \ '• I .' k� � �' ,.-'' '' I I I I I PROPOSED CULVERT/STORM SEWER / EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4890 4890 FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE 4885 PVI STA=5+50.00 PVI ELEV=4871.69 4885 X 811 CALL UNCC BEFORE YOU 811 DIG -2.00% A.D.=2.02 PVI STA=8+00.00 W K=74.22 PVI ELEV=4869.19 2 rn 1 O 00' VC _ A.D.=-1.00 K=149.98 4880 aoM o co - o In o 150.00' VC 4880 az c. o� ..... _ Q+o I " > �� mod- 3'�2� CO orn LC) 6) o� L1') I� ` 1-800-922-1987 a OR _ w H> H> 1+� a+o� 4875 �? > > co cn v Q 4875 Z a a o tri PVC: 4882.25 A: 3+25.00 �` co — i� n0_ JPVI STA = 10+28.62 PVI ELEV = 4864.62 PVI STA=2+50.00 — ...+ co . PVI ELEV=4880.75 — — -1.00°r° _ UTILITY CENTER NOTIFICATION OF COLORADO \\\�oP1011101111��///j/ / ; ;_ oZ• a 37660 -�••, 5/16/2025 4\ 4870 _ _ �l��\` 4870 K --D146.942 U) a_ 150.00' VC \ 4865 PROPOSED GRADE ALONG 4. 2 0p/ 4865 /%/SS(ONAL ��?\\ //ft/1111111O EXISTING GRADE ALONG Q - - - - ` 4860 4860 PRO_ PL ENG: TAJ .... CHKE 4855 4855 DATE 1/28/2025 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 - CHICKADEE WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) R D 3 6 47 141 //v 0. ` `/ /'/ `` ,\` \ \ \ .`\ .. . .... .... ..., \ ..\ \ \I \\ S.Ce< • - '- __ _ 48, \,` \ \\ I. ``�'—_ . •\ I I 1 1 _ �- �. \ , 1 1 "s• \` `` 1 '1 I I • • ` --•` ♦` ,� \ \ 1 \ 1 1 ` • • \ I I I 1 •� `, \ . , , 1 \I II `,� . \ `\\ \ 1\\ • �\• • \ `, 1 1 \ 1 • `� �o \ • `\\ Y `\ \ .1- -1� -'t- I I .` \ \� \ `\` ,y‘ \ \ \ \ ` ° \' ;I \\ �\ 1 I I 1 I 1 1 1 I \ I I I I I 1 'I 1 I I 1 \ 1 1 I , I I I 1 I f— — _I I ! \ \` \\ \ 1— ; ' � i I \` I ^1 I I '\ 1 I\ Ii 1 ' _ I \ \ I , I •``\ `�\ ',�` \ 47 , , . 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NO. 100 >Op PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa % SOD o EXISTING EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BUNTING WAY PLAN & PROFILE WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - - - • FLOWLINE SECTION - - - PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED PROPOSED CULVERT/STORM SEWER . OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4920 PVI STA=4+00.00 4920 PVI ELEV=4908.89 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X A.D.=1.10 K=68.37 81LO CALL UNCC BEFORE YOU 81 DIG 1 75.00' VC 4915 Ill o ...... _ o 7r 4915 In c\i LO CC) L0O r- 0i Q O o 00 CO O M O rA o CO+ 0) zci + EXISTING GRADE ALONG 4 Q ~ U1 > ~ > 2.00 % � � 1-800-922-1 OR 987 4910 m „ cn� �� O 4910 re < Uj ict u) W O CLI. 0.90% 4905 < J 4905 UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\o PlDlllollllLj�j��// ti''. _ 2.--_-__:_ �� 37660 =-0 Ct_ �9•., 5/16/2025./ J u) W PROPOSED GRADE ALONG 4. > > CULVERT 40A CULVERT40B 24" RCP 24" RCP 4900 4900 %/,ssSsONAL \..\ �mIIIIIIIIIIN\\ 4895 4895 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25 - BUNTING WAY PROFILE VIEW ,II PRO_ PL I/1/ i1' S .. 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TO IN TO THE I- --v\---i \ \ ` \ 1 1 ' -++ • �_i-1L- I A� i/'IJ� -_ -_ 4915 / / / l / 1,`l I ,/ / / / I 1 ♦ 1 1 I / ' I \ `\ I ' 1 1 , 1 \ I 1 - I- - - - _ I I\ `, II I _ I 0 • / I 1/ �- - - - , / I / , / / --- I / / / / \`` / t 1 , I 1 I P 1 I \ /, . i ` \ I , / l\ , I \ \ \ 1 \ I I I 1 1 \ 1 I ` , 1 I I 1 1 , , I `, / •\ STATION EQUATION \� 1�� / / i / / // ,--- 1 49gp�' / / / // / ,, \` 1` / ' 1 1 1 I I I I N / , \ / 1 r \ 1 1 I I 1 1 , , , I , I \ `\ \ I I I \ I - - , / / \ \ 1 1 I ) \; I I / % -� - / / / 1 I / 1 ' 1 , N: 1324652.60 ' ' ' / , / , \ , , I , I ' / \ ' ' 1 / / 'I I� 1 1 I \ ` ` I I I `, \I \ •/ / / / \ \ , 1 •\ \ I ' ' / CULVERT 39B / / / / • I I c ' N I I / 1 , , / /-_I / I I /- / I 1 /' ....... -,--- 1 / ,- ' I .'' \ ,/ --- \\ I / �/ I \ / / _-- ,'� / / / [q' / - .'-, / I 1 / / I P� / / ,1 ,- / \ I / , / , _ /I / 1 // -\ ' / / ,I / 1 , / , /\ / / / I ,--' -.♦ ` / / - \ JI / / ' / / 1/ ,' ♦ i / / / I I I 1 / ----.- / ' /'' I I ` I I /� ` �. 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E: 3231626.69 1, 11 STA: 4+74.55 I I I I (EGRET ROAD) I i�� ' � ((_L � / / 1;//1 ; I �/_• / 1 �' --. \ sso I •`.- ``\ ``` \\ \ ,,- ___---- 4, se I--------__--.``��````I `` ( \ �`` �.\•\ `.� I ,�• ' L _ t ` \ \ , KEYMAP, DESCRIPTION REVISED PER COUNTY COMMENTS • 48 _ 25 2,040 It, � 4855 \ ` ` 6EOPEOP Z \ \I �R=400'��%��t _ —48454850 ROADWAY NOTES: , ► = \' 1 �,\ • • \\\ `,\` I ` �14os.89' /_. ` ` _4850 \\ , 1 \ I '` a „ :� 48 X52 54 4+00\ 5+00 +00 \ +00 \` ,. 8+'0 S42°48'53"E 9+c 0+00 \ - N. *00 \ 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. \\ , /)1 , \ \, \ ` , , \ \\ 83538 `\�� 12+00 " \ �\ _� III \ \ -_ o — _ �� 4850 - ' / _ -_ -- _ " �`\� / -_ - '� \\ -• `\\ 4850 _ .� �. `, 1 ' / -�\ \I ' I`` I\ I� ' . 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NO. \ 70°�� PROPOSED MAJOR CONTOUR / >0 �� PROPOSED MINOR CONTOUR °\ a aaaaaa �oo� / EXISTING MAJOR CONTOUR /� zoo, i EXISTING MINOR CONTOUR G CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 EGRET ROAD PLAN & PROFILE WELD COUNTY, COLORADO ------- I ' zII/ \ - �,, _ .�\ I \ .� �\ - _ -_,; -_---- -'"�' __' - - -/f . -' _ _ - EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH — — -� ,I , - - / I \ �. 4845 - - \ ti --e= -- -- J _-- ' --'-- ' - `` ``I `\ \ _ -t-''-- _ ___--- ---- ''' 1 - • ,r T \\ r '' I `�``\ \�`�`` ` \ \\ ` __ - - - - - _ I - -- -'---------- - - -- __- --'- '�'�^�� — — c 1 -I_--''' — • FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT 855 I � ``\I`�`.\ ----- -.---'I �-------_ 4840 — I -_------ 4 , �\ \ _�''- _----- 4845 s��, _ — '-- —'—' _- , \`111111 00 �` `.�\ ,- _ ,_ - \� _ -__-- -, , - o 5zds I \\` \\\ — — y _ — ' `, T' \1 • 4840 — — 4840 — — _ - , / r--___�` 1 ` `\ - I_ __ - ---- - - -- _—_____--- / ' ' / ,— _ ,\ ` 11 1 vco ! \ / ` \, , psi __ - - - \ __-- 4 35 8 -__I I `--.---- /--_ \ — — \ - -- -.- , ,- \ , 4835 ,/ __- _-- /' _____- \. \� I 1 I I l _ ,� _ _ 4835 - --'- PROPOSED CULVERT/STORM SEWER • _ -� - _--- 1 �' / _ -�, _-____--' I� -___-- 4830 i \ / VII 4. I` ! ' �I , _. ___--- -- ; 1 � / ,`�--- -\- -' , ,. . ., / .---� --- - ---'' .,' _ EGRET ROAD - PLAN VIEW EXISTING EASEMENT / OIL & GAS SETBACK EXISTING WELL EXISTING COMMUNICATIONS LINE 4865 4865 FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE 4860 PVI STA=5+68.38 4860 X PVI ELEV=4843.89 8 UNCC CALL BEFORE YOU DIG 81 1 >- LP STA=1+87.61 A.D.=2.73 4 LP ELEV=4840.92 K-73.21 PVI STA=1+59.59 200.00 vC 4855 M 4855 re PVI ELEV=4840.43 — \ o �, d A.D.-2.48 'Cr ,� • N N K=70.44 0071 N 175.00' VC - + co QU a v a~ a a Q 1 -V 00-922-1987 OR 4850 u. 6) o ti rn o ) a `3' 47° c~n 4850 - c u) 5a°�° g. / rg N I F. 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PL H J ENG : TAJ U) w m a CHKC 4830 4830 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - EGRET ROAD PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD39 50 141 II I I b()5) te < \�0 4840 I-'- 1" I ,cQ� 1 I s Oz I to.- 260- I .0 D 0_ I I : / I I ► II a bro I I Z I• • / _ �N / / / • • • • • • • • N / /, I/ / •?- CS, / / - / 281 /• / �` _--_-- '-' / ' / / DITCH SECTION VARIES �` / 1 r/+'% , SEE GRADING PLAN `\ I / / , / 1 1 I 1 I W W y CS7 I _ ` / , \ \ \ • / -� ` , / / / , �/ / J \ `♦ \ \ ♦\ \‘‘••_ 1 ► , , , / / / \ \ , 1 261" ,- \ , `\\ , ` \ 1 STATION EQUATION i i i i /cb ' , •\ �` •‘•‘ ,• \ ` ,�� `` \• `\ ` \ `\ \ \ \ 1 \� \\I \ ) ` l `\' \\ ` ► ; . \ ,_ �� _ • I \ • • • • N • • • • I ` • \ \ \•\ \ 1 1 • \`\ N \ ♦_ \ \ \ I \ , . \ • `•\ •\ ♦ \ \•\ , , , , \ `► I', °. • 1• \ \ o• / DATE 5/16/2025 KEYMAP DESCRIPTION REVISED PER COUNTY COMMENTS VVV, \ .` _X(</A. NI 11 , ... 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ALL INTERSECTION CURB RETURN EDGE OF PAVEMENT UNLESS OTHERWISE ARE PROPOSED TO 95% COMPACTION IN RADII ARE 20' TO THE NOTED. % // t - -'- • \\ �' sr • `�__�-' / r 4850 \ \ •\ \ \ •\ •\ \ •\ \ \ i 1 I� ! 1 1 4850 \ `\ 1 /�. I I °I ` ` ` 4845 r 45 ''`► I ---\ ` ` ` \ \ ` ` ` \ ` ` N. � / ,1- I \ G8 \ 111 .` I.- ,, \ \ \ \ \ \ \ \♦ \ \ \ \ \\ ' > + _ \ 4845 . ► -1- • 1. \♦\ ► ` ‘• \ ` X• \ `,\`, �0 �� `_ ; �� ,� `\` • ; `, \\ \ \ \ \ ♦ \ \ \ // �,, Q' I j ` •`` ` ` ` ` ` ` \` / /_ `\ A�/� 5+00 \ 1 b0 ` `"'/ 1 ' 17+0 , „ '� T�� ''\� ° " / / 1 g+ p / 1 1 r q ' / 21 S89 3735E , , , , , , , / .�"`, ��682.74' 00 ` , ° \ ' .'°� I ` \ ` \ \` \ ` \ ` ` ` ` ♦ ` \ \ \ ' ` \ `` \` I ® II / / \ i ' / i ` „ i - , , �/ �/ / ` , , / ///��/ \ . \ i 1,i '! 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NO. ,, .� • r— ----�-- �= /L I 111;---_,• ` \ \ `\• \ ,`,`\ \ • /` �` \ / / / / / / r 4855 1 11 ''I \ \ \ \ •` •\ •\ \ •` \ \ \ \ \ \ \ \ \ \ 1 `\ / ---1 00 PROPOSED MAJOR > 00 PROPOSED MINOR ---'''7OO-_____/ CONTOUR CONTOUR ' <444444 `• \ ' CULVERT E5 / / / / / / r __�__ I \ ``• `` ` \ \ \ \ \ \\\ \ \ / `\� CULVERT E4 / / / \ / /`\ , - ,,, ,i \ , , / / ,/ , l 1 / , , 1. \ \ \ \ \ •\ \ ` ♦ , \ . •\ y\\ \`\ ` �` �`� ' / r 1I I/ / , 4860 ' ' ' / T ' l ' ' ' -1 ` ,•• ' END \ \ \ \ • • / ROADWAY CONSTRUCTION \ \ ` \ \ ♦ •\ ` S. ` ✓ /• _____ i I DITCH SECTION VARIES - / / / ' , / \\' \ • \ ` \ rI V `� ` / �` `�• �`. \\'\ S. �`. %`,• • /-_ �`. • • • • CO \ .� / .� \ , • • / • • \\/' / \ `, `, \ / ♦ • `` \ �`` `♦ \ ` / • / , \ \ \ I ` ` \ `Y ` ` ` N 274 \ I 1 ` ` . \ \ 1 ♦ , / . . , ---.7.,_-',7•, ` \ \ I \ \ \I . `` ` \\ `� `` ♦ \ ♦ •\ \ ♦ \ • • • • \ S 37 -- `• • • •\ , ♦ \ ♦ ♦ ,• • / / / I \ . \ ,�� f -. \ I ''�•\• s \, • • •` \ • • \� ' -, \-• • / / ^. •` ` \ i ` ♦ 2731 , \ , ,' ` ` ` . / . 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' ' ' / / I / 1 1 ► /' ' I . / , , / , , , r , , , I I , I I I / I I / , II II,1 1 II ll 1, iI I III 1 1' ,�1 I I •I I '• ` I i> 1 , \ \ V \ ` \ \ ` ` •` I ♦ cp \\\ , ' ` \ \ \ ` \ ♦ • ♦ \ •` `♦ ♦♦ `\ \ ` ♦\ \` • \ , \ \ \ \ \ \ \ \ ♦ \ \ ♦ \ `, \ ` \ \ ` ` ` \ ` ` `` ` \ ♦ \ \ , \ \ ", 1 \ \ \ \ `\ \ ♦ `♦ \ ♦ ♦ \ , \ ``• PROPOSED CULVERT/STORM SEWER �� . \`\ \ \, ` . \ \\ ` V. \ ♦♦ ` , r • \- \ i / ~ `♦ `, I, •-- ` EGRET -- / i' .'• / : i i ! i r I r i : i I I i ROAD - PLAN VIEW I' �!i�Ilil� i 1` 1`. \ \ ♦`- `. 1- 1\I\\ `� \ `. `� `. •`\ \ `. `♦ `♦ `. . `. •`♦ •`♦- `` `` EXISTING EASEMENT 7 \ OIL & GAS SETBACK EXISTING WELL EXISTING COMMUNICATIONS LINE 4860 4860 FC EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES - OF, E EXISTING UNDERGROUND ELECTRIC LINE PVI STA=16+41.38 - - 0 • PVI ELEV=4846.39 ` • EXISTING FENCE A.D.=-0.98 EXISTING GRADE ALONG 4 \ 4855 K=111.94 -\ \ 4855 X 110.00' VC \H 811 UNCC CALL BEFORE BEFORE YOU 81 DIG 1 H co ` co END ROADWAY CONSTRUCTION 1 CO • STA=21+01.43 1 4850 MATCHLINE � CO PROPOSED GRADE ALONG -\ ELEV = 4846.80 1 4850 /STA=12+50 Q CD _� Q `� I ELEV = 4846.87 TIIRT EXISTING 0.54% e I F ROAD �3.3 0 1-800-922-1987 ci� OR 4845 o 1 5�1° F 2% 4845 ', W iii 845.00 � , _ - - CC I- �, _- CULVERT E5 15 RCP ti 4840 CULVERT E4 I G 4840 , UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\\�� PDI0II IIILI,//////j ��° 7 O,c)--:=-..., 37660 --° ` ' C -;.---_,„O... 5/16/2025 �- 15" RCP w il 11 Q w n o o � w J m o 00 HP STA=19+95.86 OOO ≥ ≥ 4835 CO � HP ELEV=4848.23 N co• ° a 4835 LP STA=14+36.71 0 rn o0 PVI STA=20+50.00 + 00 "• N LP ELEV=4843.97 N �j PVI ELEV=4848.58 �" ////SS//0NA 111\\� �\\\\ 111111 AKD-38 () PVI ELEV14842.39 906 4830 H > A.D.=4.99 H > 150.00' VC 4830 K=60.12 PL 300.00' VC TAJ 4825 4825 12+ 1 + 14+00 1 + 1 + 17+00 1 + 1 + 2 + 1 + 22+00 50 3 00 5 00 6 00 8 00 9 00 0 00 2 00 - EGRET ROAD PROFILE VIEW 1/28/2025 0 60' 120' SHEET NUMBER I md 1" = 60' (HORIZONTAL) 1", 6' (VERTICAL) RD4O 51 OF 141 - ' 4.82-0 -20+00 ' E ix'�, I- �' � ,' %' '' 4825 - /' /' � 6 ' 4825 4820 ''�'� k0p'/_____----__ - -- -_--_--------- 1 - _-----------------------� - - - -;:- - _-- /��_ CROSSINGO _---, `\�`.��,'�----� ',.'�/ - -- __---_--__--GAS ---4830 - -- _---_-----___ ---------- -- - - ' -- - ---�--�_____ ''�,' -4830 —_ ___- -,---, — 'z -- - ----------__------- ...,_ �, ,v�_ _ _____. .'/ — — ------_-_-_--- 20 — — — ,- - - - '�``` 46, is `481S 41,,, `` ` ` ``�`` '�'�' ��- - .'.'' •X83 �P'� _--� — _ _ �— — `', �. � , % _-____ \✓ i ,�' \ �� `` � �'F \ `�'` — — — 4830 - N� .. — \ \ .\ • • •\ . \ \\ - T - , o - .:,, -i Q 835 - ------- - _ \ • IX • / i •` �'-� ' ' / I �` �• �`. \ �`� 256 ,.\` -:.:1_, 2/ -- ` ' • ` `` `` �` `` `` \ `� \` la �_; -- - ' '' I I -� `\ • , -� '255 '� , \:......::/....."-li...........1"--_-..,_ \ \ 1 `,____ •-`�•\ I I �� • / / • / • • • • _ ., '�`, _ - _11.1‘,1,1,,: L _- --- 257'` _--,, ., ---- \� `` •, `,_, -" ............ , cn v � � � � � , , `� \` 258 ` ` \ \, , • • • • • • • • • \ ‘‘ • 5/16/2025 - L_ • • •♦ • • — `` / �— �� `�4840 `N'- - - - -' `. •c \ ` \• .• DESCRIPTION REVISED PER COUNTY COMMENTS //\ ` 's — - - - - I \ ` ' `- '` 4835 `\ `\ I - • cP37 • - I \ •• ` `\ I `• \ ' / I \ o RB �— \ . _ `�``� ` • Ire _.•-• / \ , , \ •4845 , 4840 �___ `` — -,' R=25 I \ '`\ `, ,..' \ ,\ ��` = _ \ \ , O , /� � `. — — — / 4845 — 1 I i \ t . •+01 \ _ \ , 6+00 o n `]\+00 --- 8+00 1 o S81 46 53 E .� �`, 9+00AL� �.00i -. 3Sg 1 `\ ♦`aI .' \` - IA \----• 4840 �\ 0x�o _ \ I I \ / X26 p0 4g45�_ �. • - - TF ,11+00-1' . p, I - `� ROADWAY NOTES: �. 254 �, , ,'°� -• tom I . ��: '`.,,-__-- ,-- , •i / 4845- ��j Ac `,, `�� \�---' ----'' I , \ p� - o 4840 - - - 1 '• / ,' - '', \ - ' ' / i -- - . .'� - �� _ • \ r / — /— �/ ----'---' ��--' o / / \ _ \ ,' ,__ - , ` ' \ N \\ I \ '' \`\--, / / ` \ �' / "--- \ \ - _ / O % / ,� \ ,- fix` \ ___„,,"/ - ' / xO/ // '' / \ �.\ � � ' o \, . -r-'" / t / \ � ,.- \ \1 \ \ / I \ Z.-- \ / Q \ \ \ \ O� I. \ f '.\\�� I CULVERT E2 �r \ \ \ \ o '1 \ \ / - \ �\ �x STATION EQUATION \ \ \ - '` �` `\ ` ` \ \ ` •` ` `\ \ \ \ \ I `♦ `�` ; \\ \ \ `\ \ \ \ \ \ \ \ ,' \` \` \` , \\ ' ` ` ` \ \ I. I. \\ 1 11 \\ i \' \, ; \ 283 1,\ I 1 I I I ' ' ' I i I , 1 I `� — — — — �— — ' — - - '' - �' _ � x$35 • ) ,' I I ` \ ' \'�`' / ' ' `\ �' o . I I \` CULVERT E3 \GG� � ` / ` VV ` \ j / /o, i ` GJ ,` �\ ! I `\\ \/ ` \ I I I ' ` V \, ' \ `� i / I `` 282 e),\/ '1 'I ; , I I `, ('j I `. e\i•S 1 1 i i i / I \\ ' 1 1 1 / / i I 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. LEGEND REV. NO. / Op PROPOSED MAJOR CONTOUR �� >00,_� PROPOSED MINOR CONTOUR �700 r aaaaaaa , / `, 1 •�t�. t� 1 / `\\ '�9 �\ `\ / /\ \ \ / ._ _, \�, \ SxOO\ O \ \ \ 1 i i 1 i O / N: 1333979.50 \ 1 1 , , , 1 , \ / E: 3231626.69 \ `\ \\ \\ i i I ' 1 i ' I �� ' ♦` / / / STA:0+50 ` \ \ ' ' I 1 I ' , I I , \ _ _ I I � / (BLUE HERON STREET) '',\ \ , \ o i _i- -i I ' I �� \` \l / C STA: 4+74.55 \ \ \ I I � I / ( / , \ I , , / / N. \ N i (EGRET ROAD) `'278 \ I , , I �,, �` / / EXISTING MAJOR CONTOUR / O EXISTING MINOR CONTOUR G CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH -• - �--� N 1 / N / N \�� \ \ I ; `\�/ >0Q' `� ' G N NN �� N N I / `---` o \ �► \sy / ' \ / ' I , N ; ; ; `I i / \ I ' ' / 1 1 I I I i i I i / I I 1 ; 1 \ J I i 00 1 1 1 \ \\ • ` \ ` FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED - - - - - - PROPOSED EASEMENT \ ,y -_'''' \ '`�` `-� \ \\� \ ``� ^�`\ ; \ 1 \ 1 , \`,. \ \` \ ` \ \ \/ `70 sr ��' �,' \ O s ,\ ,' �' i % / ,' /`� k \1 \, \\ / .// / / BLUE HERON 1 \ \\ \ ` `\ �o `, '. • 1e �1� �`` \\ \` `. \ \\` \ \ �, _3., • \ STREET - PLAN VIEW I I I I I PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / . OIL & GAS SETBACK • EXISTING WELL EXISTING COMMUNICATIONS LINE 4860 4860 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE 4855 4855 X 811 UNCC CALL BEFORE YOU DIG 811 LP STA=10+67.70 LP ELEV=4835.71 a PVI STA=10+94.91 4850 o o N PVI ELEV=4835.31 4850 re rYi A.D.=2.24 ~ + W PROPOSED GRADE ALONG K=71.44 p II , 160.00' VC W _ r OR 4845 w rn �- 4845 CL 0_ 0.84% �co o� a E1-800-922-1987 V -2.11 / .' 4840 u) 0- u a 4840 UTILITY CENTER NOTIFICATION OF COLORADO \\\\\�o .----ollll�j�j//�� o•.a Z � -..-:--- 37660 -...-:-----.0 : �, _ -23; 5/16/2025 , �'\ CULVERT E2 MATCHLINE 15" RCP �' co LO `� 74% STA - 11+00 EXISTING GRADE ALONG � a, HP ELEV 4845983 - 1"� 4 �, 4 -0 ELEV = 4835.78 + co co PVI STA=4+784..53 + oo 4835 PVI ELEV=4846.31 4835 u) A.D.=-2.94 U) 0_ K=54.40 .- co o a'• LA.•. :: /��iSS�ONAL .��,\\�� i//llllllllllO 160.00' VC 0 co 4. PVI STA=9+50.11 4830 Q U PVI ELEV=4836.38 E.,4830 > _ PRO_ PL F- > A.D.=1.37 I- K=87.80 CULVERT E3 - � � ENG : TAJ 120.00' VC 24" RCP CHKC 4825 4825 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 - BLUE HERON STREET PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD4I 52 141 ,- ,- -',,- / --- / / ,,- , . 'I -' -' / ', I �` I As„r)s�,,- I ,-- - --- '' ,, ,I-'' -- ,, -, -. ,. , / ,' L--''� _, ,' ,30 -' '-259 ee 4835 -, ,, �I , -, ►-, ,, ---'--,r,,-,, l' �,' - �,, ;I �, _. , _ I ,I 1260 ,' r ' .- , ee I I r I I `, I 0- �"' r I I cilw � — ,Co , \` • ••, •� • `. \- ;' , , , I `�` `1. ‘'.•-� `� - • O3 �� -I / I I I -` • % \ �� ,fig' I I, `, �. �` i \ .. � __ _-- ''�-� 261 ____� '`, I — __--- , , .P `3 —I - • �r I •. -__ _ _ I - v v �!_ __ __ CULVERT -- �`. ��_ X6O _ �` ` �` ` 4855 -_ -- ''� 262 \ �'� - - ___ `.� `,, E5 `, , '� ,1►--__ ----1--- I ��r�` \ I `, 1 I -. �___ _ `, , _ r---___ - `` \ `` `` �}♦ � `• ,� I ., 'I`, `, \ `,263` ` �r�`. \ `, • • • • • • • I`\ `, ,� `. ,� \\ `. \ ,♦ ♦•`.ill , I 1 ` , I , , `, \ I I '\ `, `, ; 22+00 \— 4855 `. ILO H Ill < E I 0 Z . �� O (((vi J 0 la i— o 5/16/2025 KEYMAP = __ DESCRIPTION REVISED PER COUNTY COMMENTS ,'' ,' --I _ •• L - li�i Ill /=.= • ' �, - W - a_-4840�� N 1 • - •♦ 0��483 O• / '� R ...‘2,b0. 2 561 12+p0 13+00 ,•T4+00 , ; o 15+Q0 'S00°00'57"E 16+a a �, 17 00 18 00 19 �0 �e+pp ° „ 21+pp Soo 22'25 W ROADWAY NOTES: `� /. $° 5,56' / / � --''' �,,� �,' I ; �� _ _ � i' `547.48' -- --- ��- - '� o ,1 O I -'' I ;' 893.99' l O ` __ 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN RECOMMENDATIONS FOR THITH ALL E PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20 TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. �- ' ' -� • I" �" I �� 4835 4840 - /� - ___,_- - T`_ 4835 --'-' -35 / �g3 , ,,•-"-- f , �'' - I ,-_ - I ; '''',__ ,- - _ - _ �0 ' _ _ - e i — — - - / `, `�' ; qS�5 - �-'' `-4� I O f \cc \ STATION EQUATION , 26' EOP _ OP __ '- z _ _ - / I ' ' %\\ I ' I ♦ ` ; l. ' . I I I ` �` I di 1 If>t .-',,,,-I \ ''\ I , ,'- I , I 1 I /r' I I ; I . I I i' \ I ' '/ " //I• i;' , \/ ♦ I , .'' _� i i i ♦`. ( -' ,''-- `� , ,_ --' I ` '- , ' `. : \ ' I \` i - I �`: `♦\ `♦ c ` i I ` J r r , , `N ♦ . ♦ - ' i , , , , ' , , , ' ,,,...„.•,,___. , I, / /''/ / i i �_,'' I `� 1 `\ `•• ' I 1 I �,__,-- I i �' / $ \ ♦``. ,-r- 1 i i.I / i `, � I • • • 281 \ v-,_____ ---- I ,--f• ,-- \, _ I - <` -' ,,.�``••�` I I '♦_ I -I / �,,-/-,� ' '`,� `.� --- `. / • • I `• , • /\ \ 4 • ,�� ,'' �``. �`.. �; •- v 1 , , I o - k o CD Lo I W cc W I I \ ��I� • I I p �, I `, `4� ( I I N. 1333324.95 .' �-' �,' , / E: 3232596.81 ,' - ' ,' /' / ,'-� 1 STA: 17+80.79 ,- ,- 1 (BLUE HERON STREET) --' ,' /i // // STA: 17+10.02 , �� / / ,' I - , 1 . �' / \ I , 273 y ,- I it ,' / i ,'' I ' ' `� ,-' ,-'I \ X \, / ,� CULVERT E4 _,-, ----' �,.' �� ,- -----' �, ' J \ / v ,''' ,- ,' \ ,' ,- ,' / �a / ��,' -,-' ''-,-'',-�-�'' , I .' I ,-' -,- I ,'- .'- }' ,' ,•' ,- ,' , . 1 ,,' / „_,,' I, ' -''' c'-- ,' I , 1 / ,' ) ,' ,• ,- ,, 1/ •, •/ 1�-.' ��,'��,'/ / ,'-i �'�,-- / �,-'�,-� 10 ,- �,• • '-• U 1 ' Q /1 �, ' LEGEND REV. NO. / \/00�y PROPOSED MAJOR CONTOUR -'/00�� PROPOSED MINOR CONTOUR 4414141414141 boo / EXISTING MAJOR CONTOUR / ZOO / EXISTING MINOR CONTOUR G CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED - - - - - PROPOSED EASEMENT �` ,�` �`• `' `♦`� �\\`\ \ / i i BLUE HERON STREET - PLAN VIEW r �8ss / -I / ,' %' i ;' ��h PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / • OIL & GAS SETBACK EXISTING WELL EXISTING COMMUNICATIONS LINE 4860 4860 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE PVI STA=15+73.10 °r' ��'. r,-. `r' 4855 PVI ELEV=4842.49 MATCHLINE 4855 X A.D.=0.56 ti O STA = 22+00 UNCC CALL BEFORE YOU DIG 811 K=213.64 i I ELEV = 4847.33 120.00' VC < > I J "' I- > J w EGRI w �-�� 4850 PVI STA=10+94.91 ' r� > > > > 4850 PVI ELEV=4835.31 M °; a \ A.D.=2.24 + co + ° 1,53/° K=71.44 160.00' VC Q •71- .81 cic 1 —800-922-1987 OR 4845 2• 06% (Ni HP STA=20+41.36 c> 4845 2.00% -2.00% CO oo 4846.76 6 HP ELEV=4849.65 . Lro PROPOSED GRADE ALONG Q - - - ` /,-. PVI STA=21+08.44 co N o f cri (j PVI ELEV=4851.31 A.D.=-5.53 a 4840 Q O Q 1 a - ii K=54.27 4840 UTILITY CENTER N OF O T I F I COLORADO CAT I O N \\\\\\moo PIDIII..III_, l////, ; : ti.. _ 37660 - �� •, 5/16/2025 %L\ �� 1.50% � a w 300.00' VC ,_ w ► EXISTING GRADE ALONG > > 4835 4835 <\6-jsl ANAL „ C) ////1/II I I I IIIO MATCHLINE 4830 STA = 11+00 4830 PRO_ PL ELEV = 4835.78 ENG : TAJ 4825 4825 I1 CHKE 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 - BLUE HERON STREET PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1-= 6' (VERTICAL) R D 42 53 141 , , ,_ .. , , , / , \ I ' 1 ' J - / - f/ 1 1 \ I / , J 1 1 / / E I ------------------------ - END.3 00.90 - - - / • • \•I / - - - -/ ---------------------- .` --- '`�, �h 11 \� J i i/ J / , -`'' TIE INTO EXISTING DIRT ROAD �' ... _' !I '� l ,..__ I I , ,co 1( �/ / ___.... __ ..,_,,,, .__.. I ---- _ --------------------- _ -... •., : ___ .. , ,r. — ,., ., ; r_ `T _ _ , ,,, ,, _.-___ ,.., ,_, ,, �----- -- �_^ - / ... m--:- � \ \...,..r‘..,^� --\---,/' •1 ' --\X• I -,` i 1 �' / / \ ,� '——' i/' '/ ,X ,� // // //X// //,- /4(','' J J' ''' `X X ) X -(-----X T—i—' iE' X 4110\ • / /\ `� `\ I\ i �-'i I ' 77 R 25 ;. < -i I i /I / i / i '� / ,'' i T� In . I , 1 1 , \, /l `. `.. ` `. 7 ' / /• • �� O ` , P / / r ; /, , / 1 I ,' , , / I Leh // \\ \, �\,\ oo v CC ,A V DC ! i i i , / 1 1 I r i !� i l / i �- _ //' , r1 , 1 1 / ¢ / , / I - r - - - + - - J - /'- -- - - � �y I'� / r! / r , T T T ± / J 1 ,' / /' / T - - - r+/ • �,- I \ 1 1 f' r J' J JI , i ‘\ 1 \; `I `,I I I 1 1LUI / l ,' // I / // �� /'' /' /' I I I 1 I / / I / Il ,'' I / / I I 1 I •/ / ! I I I - I 1 1 I / J `,•�1 / i / I / I 1 , I r / I ! I ,J , , �- rJ , / /, ., ,, / , \�� ; ,- / I , ,' !,,/ , /, I / / / / / ' / / 11 I I i / I i I / ' r r / /I / I / / 4� / / 1 / l/ / j ��/ / 1 0 / I / 1 / / / / , / / / / I , `I r/, I I I J /'� �>- -� 7 - I , , , 1 I / J I ' / ' ' / J J J I / / ,' /' / I' / / / , I ,� / ,' / J / // /////'/.."' / / / / / /1 ! I 1 / /'' '' ,' / . ' t / / / / ,' I /' IPT: 3 +67.48 J I .moo ' �' / ' I/ / / I J I. T - ( I \ w mv&i Cr) & O r CO RI / I Ti'' I / END ROADWAY CONSTRUCTION' j, 1 STA:32+29.29 1 / .�L / / / , / / I I 5/16/2025 KEYMAP DESCRIPTION REVISED PER COUNTY COMMENTS _ - •' ,' / 1 ; I I I I I / I •/ / / / I / , J I I ,/ / J II I - - - 7/.' I / ' y ; .' 264 / 1 1 / ; ; ! / ;' / , ; ; / / ) II / / / , I , /I I , ��__ _ // ;' ;' / ; I% ; _ 7 , / ' / / / / I, / / , / / / / 11 / \ �' �' / ' ' / i i / , / ---/ I I , l I / l / / / 1 ! 1 , 1 / I , / / / ' I / %V ; l� I 1 , 1 / l / Ili r / / I' I I ; l / 1 i / ; / ' l / / ''` 1 ; ; ' ! /; ; 265 ' / / S. , / /' 1 -- / I; ;/ ; / 1 ; ;; / / / / /I 1 7)- I, , , l I ,- / /� ; ;' ; / ; ;� ;/ / ,; ; T ,_-'' / ; I ; / / l / / / / / , / / / I / /' r / l / r , ' �' , ,' / , , ' ' / / / ' / / / I I I ' \ ' \ 1 1 J , h `_/ / " ' -' �� / / / �/ ', ', / / / I , , , , , , N��0 ,i I- J/' /1 / // / -' '' / /' '' .' • I , ,- / ,- / / .' ' ' ' - 266,7' ,, I --' ,-' ,•' / �,/ ,� ,- ,- _/''�,-'''- ' �' ,' .-.//.. -' ,' _ ' , -'' / -' /''' ,'' - / •,- •,_ ,- :''. ' �''' '� / '. /' / ��/`` ` I `. !/ `` •� I / // / CULVERT i / / / / • / / // / / / E6 / / -�' / / /'' ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ,/ r/ l' A / /// I / I / I / .. ,/ I ' /,, / I / STATION EQUATION ,' • / I ' , I / / , , , / / , , , -,- l i I i / i / i / ! % / / : I '' '' 7 � / 1 •� I i M LO I I- w' W -�= / N: 1332714.87 ,' / ,I / E: 3232592.83 / ,' / I / STA: 23+90.88 / / / ' I ' (BLUE HERON STREET) / ' STA: 6+36.19 ' (KESTREL PLACE) , .�� 4850 ' S / / / ; i I ' / / I ' / / �' , / ' I'' , / / / / ; / / ; / ; iii i / i i / / / I / / ,' /'� ,' / / / ' I / I / / / / : ��' ' /' . I /I / / / ' ,v` / ,, I / // / 'G /////////// / / / / , / / / I /I,/,',/,',/ / I / % / ,' i / i ,' / ,' , ,' ,' / / / / / / I / / / J /i / /' / / / , , / / , / / ,' /I ,' / ' / ' / ' / ' , .' .- I", 1- �' / \ , �I'P. I\ I - _ __/ I "U I' `I ,,'' ,'' -/- ,.' ,' / - /' ,-' / o - / X ,-' / �5 x N ,- p• p N ,tip 9/� pp �'� /ho - 3O 0 �� .°§3.OQ' ' O o `� 'i �� , / / / G I-_/ ,� G � / - , ' i 1 / ; LEGEND REV. NO. ��0 �� PROPOSED MAJOR CONTOUR / o ��0�� PROPOSED MINOR CONTOUR QQQQQQQ - --- 4845 - _ -� �,L L L��- / -J ,� / / / // � -J 1 I . — op k D /I; W _ 4g40 -• �� 483=/ ��i�_ / GAS CROSSING ` •"'- _ - - - - \ w �_ 3� / ------- - ��_ - -7 I I / EXISTING MAJOR CONTOUR / ��OV EXISTING MINOR CONTOUR G CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO ____ --' �3+� a 7,� S00°22'25"W / 25+0� / ,' 2 00 27+00 mo. S. `\� i -- " /' .' / G 893.99' / I/ '�-'' '' G ''� /�-'`. :3, i / •w -• v • _` ' /' /' ® S. EXISTING GAS LINE SWALE/ROADSIDE DITCH — — Z�_1 -ri �''�,/,', 5 _ - 4845 ' ��T,''� ��I'1 7/ - I ,- " - ' ,- ask - / % ' 1 \-r/--- , . ,-'I,/ /- ; ,' -'✓','' �' Io , I J W Ce F II- / , , ? ' ,/ /' ' /' - - I- ' ��, /1 �h ;' �,-' vo, ,' / / / i//,// I �0,/ ' ' '' ,/ ''' ''' I / ///••/ ; /I I BLUE HERON - - _GAS - �o I �� I �� ` N. , STREET CROSSING U / '/' �'I /• - PLAN VIEW ooN I l I i//il L"11 �`. '�;PROPOSED _,, I '/ --- ' / / 'O/ , `- �:' 1 FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT IIIII PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / • OIL & GAS SETBACK EXISTING WELL EXISTING COMMUNICATIONS LINE 4855 4855 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE 4850 MATCHLINE 4850 X STA = 22+00 811 UNCC CALL BEFORE YOU DIG 811 ELEV = 4847.33 PVI STA=26+33.44 PVI ELEV=4830.31 4845 A.D.=3.25 LP STA=29+69.43 4845 K=61.45 LP ELEV=4828.03 200.00' VC PVI STA=30+00.00 END ROADWAY CONSTRUCTION PVI ELEV=4827.58 STA = 32+29.29 c•,-,A.D.=2.26 ELEV = 4831.05 -..., g r 1 -800-922-1 OR 987 4840 '4 0°` �� M M M `� K=79.76 4840 00 N W N 180.00' VC M PROPOSED GRADE ALONG 4_ �j O PVI STA = 32+56.; Nci a.a • O) co. II 4835 I 'ILI + + c k PVI ELEV 4835 UTILITY CENTER NOTIFICATION OF COLORADO o o�\O\��PDL..Ilj//i� -__ z 37660 :'� ��•, 5/16/2025 , �\ N co w i—> i-> EXISTING GRADE ALONG 4830 �_ 1.51% - " 4830 -0.75% iS''(- /ONAL ///IIII I I IIIO s _ _ _ TIE INTO EXISTING 4825 APPROXIMATE LOCATION OF DIRT ROAD 4825 , fll i PRO._ PL EX GAS - DEPTH IS NOT KNOWN u (.D1 CULVERT E6 / i 24" RCP S r. ENG TAJ 4820 4820 k I1 CHKC 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 - BLUE HERON STREET PROFILE VIEW kil II DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD43 54 141 • \ (.%) ., • • • • CX I / / , ,,„, , I 11 E Ce I 9,1 ti .. /, ,, \ , . , . , , ....____ .„ ... . . . . , . , , \ , , , , , "I \ . , . \ 1I I I \ \_,�,�/ ',___ .,, 272 % , I • % I I / / / , , , , , . 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DESCRIPTION REVISED PER COUNTY COMMENTS 1 t,....-. ` / \ \ ` \\ `, ` ` . \ \ \'° C \ \\ \�` ``\ \\ \` �� ,,I \ , t \ . `` / \ \, \ ` \\ ��\,\1 \\ \ �,� �, \ �, \\ „\.. �\ ` , _, , `� 2x `, N \(� \ `,\`\1� `1�\�� • \\ \ `� `\ ` • ` ` ' `' 270 \ \ •••••1 1 \` \ `` ` \ \ \ ' / I \`' i i\` `\ ‘` N \ \` `` \ .\ N N i / �, 1 \`` \, \` \ ` \• \ ,P 1 I .• I •�\\, \, \\ \\ \, \ \ , ' 1 I ` ` ` -` \ ` / \ \ t-4, , ' ` `\ \ e, ` \ / �\ `1 \ `,I;1 i '� `\ `\ ` \ .\ \ i / /� / 1\ •\ `\ \\�•\` `\ `\ •\ `� \ \`� \ 1 , ` ` \`, `\ _\ `. • \\... \ , `�\\,`,\ •`, \ `, .O \ `. `\ `.• / \• \" `N � r� / 00 / ••8 / O --� `\` `� \� o \� / \� \�` \, \ L� / �` `\ ``83S • GAS CROSSING 267 �` I`\ j / `, ' , " / , \\ / .` ``� \\• 27 EOP-EOP u8 \ 3p I 60, / / RO / i fl CROSSING_ - - - - -• / \ .I °' of 1 ..• • w`�`I`.\`� \` \\\ \ �'\, •��\`\\�•��`�`- \ ) .`�- `\`N: 1332714.87 _ ---- -_-__ ---_ --`-- `I`, ,95 E: .A 3232592.83 --_- - -- _ ----_\.'� �,_ % STA: 6+36.19 --- - _ - - - -__ _ (KESTREL PLACE) - \ -- - - --____ -'♦.` `F - \\� STA: 23+90.88 -_ --- --___ --, `\ -- �8A - ---- -`\ �'� �`. (BLUE HERON STREET)-,- - 2-65.---_ N •�\ .2` ��` wM - _----....5..".1/4, - \�I-- ,,` .,' ., ., '- -,; - _-. •\ N \ ,` `\ -`` --\ - -\ ` `` ``• ``--_ - - `. �`.-_---`\ --♦''.�-\\`\\``'-' .� ,--- N \`• `•` \\\�•N.\ `�• •,• - \ -- `-� \-�- `\ ``- --__ \ '` N `\ `\ '• _\_ _`, — `•� — — T —• _ — `•-- \ \ `=♦ �`� �`\ \ ``\ ``\ '- -• `• •` `` \ ' --' ``\- ` '� \ \, -� \, 1 -----.--- -' -I_ `� �� \` - -`X. - `. \ �`` -, . . `. •`. `; -`, `\ `\ ----- �, � `--. \, ` ` .` -7( `. ��, \�` •• �'`�`\ I- / ,I ,' 'I -- _ \ ` �` ' -- ,....,�1 I I \ \ . , \ `- .`1' \ _` \ 1` ` ` • • / ) �' \\' `• '` •\,\ ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS BE FILLED SHALL BE ACCORDANCE WITH RRECOMMENDATIONS 2. ALL INTERSECTION EDGE OF PAVEMENT THAT ARE PROPOSED TO FILLED IN TO 95% COMPACTION IN ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE 20' TO THE UNLESS OTHERWISE NOTED. LEGEND _-----�`\ \\\GAS • 1 , \ ,_,\ \, , • - - M �`. / ; <_ - _ s. • REV. NO. ��0 �� PROPOSED / o �JOp�� PROPOSED MAJOR CONTOUR MINOR CONTOUR N- 4414141414141 • NI- - - -- `\� `1/4-\ - - \ t ` •, •C -- ---- `� '. �' ,' \-�• ; �- i-� -� •\ ` I - --- I ,\ . ` `\`.s. _ --,�\ `\ `t `\ \ `` ``\`', `.,\ I 830 ' ` ' _-- _- 1 - �`. \�—_ _ ;,�-� -\ - -r `— I `\ `\ \ ``\`\ � t I ' �- �` ��` \ 1`\ •\`` '1 `1 `, `� r, �\`\ \` \,•\ \ \• `, / ` ` ,` �\ ` -;'S .\ �' 1 • `, - - - - -1 �. • \ \ ` \ ` `I_ \ oo� / EXISTING / 00� EXISTING G MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 KESTREL COURT PLAN & PROFILE WELD COUNTY, COLORADO I I ---- `, , I \ \ ,\`-_`:�\ ,\ ry.. ^ .. ;, _ _ �_ _ -�— \ , \ \ \ \ . __ •„. _.. , _.%.,..--. ___4 �-�� ___/ C c�, /I • I 8� •\ I ` •\• \ , �\ 5 eF \ o I \ \ \ \ N. \ `- _ • `\ \•:.......\... \\\ \`I\• ,� ♦ _ - - - - - -`1� ; �x \\\ _. 4825 \ `` •,; �� `\;\,:� 1 •\, \\ \\ \ `\� ..... `\ `\` I - _ \; \ ( \ - N..... •., ••\ \\ \, •�`� \\ \ •`�\ \ \ \ 'S �••\ , /• ` \ • ` • •\ \ `♦ \\ \ •‘\ , �o , `� \\ ` \\ a `\ ` \ ` \\ 82 ` , N \ \ \ \ 1 \ \ \` 1 N \ \ \ ♦ Q `cP •\` `•`` . \` , \` \ \ \ ` \` ' \` •\ t5 \ \ \, •\ J , \ , s \ \ \ \ ` , \ \ \`\ .,`\\ , Qs•N , \\ 8 \ \ • \ `` `\ \ `\`` `,\ \ \ \ \\ \ \\ �, \ \`\\ \`\ 's \ ` `\ 1 s2\mss \ \ \ \ ` 'S \ \ \\\\\` ,`• a. 1 \• \• , . \ `\ 269 `I I `\\`� , \ \\`\ \ `" \\ N. `\ `, \• \ - , •I , \ \ `‘, N. .,` \ \ ` ` \ `•1•\ `, \ ` ` `• . .I • / It \ \ " \ N `. \ \ `. \ ••\ \ • KESTREL PLACE G \ \ 268 N - PLAN VIEW \ \ \ \ N \ • N. • N. - \• • -� \• . \ •♦ •♦ •\ •♦ • •\ \ \ \ • \ \ \ `, \ `, • `, `. \ \ `\ : ` `\ \ `� ``\ \ 266I''m .• �\ \ '\, `\� `\ \`, '`, S.•\ N • • • • N .. l57 s. • \, I �,I \� �`\ x\ x \ _ 1. I 1 m O x n EXISTING PROPOSED - - GAS LINE SWALE/ROADSIDE DITCH - • FLOWLINE SECTION - - - — - -PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE NOTED EASEMENT IIIII PROPOSED CULVERT/STORM SEWER EXISTING / OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4855 4855 FO EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES PVI STA=5+12.54 PVI STA=2+25.00 PVI ELEV=4837.54 OH E EXISTING UNDERGROUND ELECTRIC LINE PVI ELEV=4829.38 A.D.=-2.52 EXISTING FENCE A.D.=-0.70 K=39.70 4850 K=142.86 100.00' VC F 4850 X H H W H 100.00' VC H W 8 UNCC CALL BEFORE YOU DIG 81 1 co In o 00 o CO PVI STA=3+75.00 N M In LO N c0 °' c•) I.O CO d CO PVI ELEV=4831.33 + co + co co 483. RON 4845 N A.D.=3.22 Q O in 4845 K=49.71 > H > 11 H > 160.00' VCco co ri H CO c. o_ a J m - 0 r/ 1 -800-922-1 OR 987 4840 o N M 4840 + oo + Co 2O0% 'VI ELEV = 4826.88 O 0 N -' > IL > H H 4835 4835 UTILITY NOTIFICATION OF COLORADO ��,,,\\\\\Illolllill�///, \��o�p,D l/ / • ti''. O. Q - 3 7 6 6 0 -...1.---._ -23% 5/16/2025 :� 0 4.52% oCENTER 4830 Q ' 4830 u) 3O00 i > EXISTING GRADE ALONG 4_ 4825 i PROPOSED GRADE ALONG 4_ 4825 c� / PRO._ PL 0 APPROXIMATE LOCATION OF ENG : TAJ EX GAS - DEPTH IS NOT KNOWN CHKC 4820 4820 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 - KESTREL PLACE PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD44 55 141 I I ' I I / I ; , I / , 1 , 1 111\1./ \ I ' , , 1 I ° \ \ 1 I \ ` `. N 1 `` `\\ .`♦\ \ \ • •\ \ ••` \ \ `. • \ 1 \ , \`` •, .` , I \ , Q \ ` \ I • \ • \ \ / I `\ ♦`` N , 1 ' CI- V. 1/ \ \ \ \ N. 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I ,' ' / / ' / / ' / •/ I �/� 0 I 14C , ICe in IX• II Ch 1 1 I( I I I 1 \ I \ \- i I I \ I \ --.-� \/ \\ \ \ \ _ _ V \ \\ `•\ -. _ _% \ \ •\ ` , \ I \ /,' _-,---/ \\ I\ I 1 • `.� \` \N _ • / /' `_-4-' r / / r f -_ N: 1334329.36 \ 1 / I 1 I / E 3231391/.28 \ ° / STA: 7+51.67 / I I / •I , \ \ I I I // 1 1 1 •I \ ``\ 1/ f i ` I r 1. -P 1 / / . I I I 1 1 I \I / (BEEBE DRAW FARMS PARKWAY) _ 1 I/ ' I I 1 1I , 1 ' `. 1 _ , STA: 0+50 l /1 , / / , I 1 \ \ U� i I / / , - - , , \ / / , I I I I 1 , \ ` \ `/ ,' 1 \ CT I I 1 I I I ` l . , . (EGRET ROAD) . / ' ' ' / , I 1 •1 1 `� • \ I / / i �� i i i 1 / , / i , I /' / i l I , �\ i 1 i • / / I I / / /,/ / ,1/ l /la / . / / /1 / // / / / / / 1 / / / I / / V. 1 // V \ \ ' 1 \ ` \ , ' I ; I\ `\ \ `\ �, i I II H 5/16/2025 • I I I I I \ I III, • • \ , I / / / / ' 'i / _ - - -_� 1 1 , , -. ` \ / ' I `----'I ` \ \ 1 I I II / / / / / / ' I , / , , . . . _• I/ _ 1 I \ I \ \ -- % I I 1 III1 \ \ I I I I / , �\ ♦ \ •\ •\ I , l I '� ' -' - - - - / ' ` .` / , / , I , I I 1 , I I / / / / i I / / / `. ,_ �� - - --_ \ / / / /1_ I I I I / \ 1 `--__-- \ I \ \ V , 1 I / / / / , •/ \ ♦\ \ \\ , , , / / / 1 I I / i - _ _ �,I \ • -` . _ • / __ ` v \\ `\\ / ,%� R=1091.35, 4845 _ -- `, 840 1 -_-"_� / ; , j �' ; i \ `\\ `\\ `.` `\ \ I I / `� ��\ �•. r / i ,-• �,:;11::71 KEYMAP _ -'i_- DESCRIPTION REVISED PER COUNTY COMMENTS / ,- __ , \ \•\ • \ \ , NO DITCH ON NORTH \ ,, -'- - 90 - I 7,RD0 \ I 1 .+00 I s• 'o — ` �� - -- \ / ` • I I 1 ,,,-i -_-'' L=1204.�+ �- -- .' I/ -485 , , I / i I i i i i r' ,•-- �' 1 1 \ \ \ _ - ----`\ \ \ SIDE OF ROAD N' _-' � °15'25„ I 1, ' °, \ `\ I,;: / ' ''' }�Q=63 I / , - ; -�--- /' i ' 5 ' i -.: ``// ' ' 1 ' / ' '\ I1 I - _ — ` %� -_ �- ,�� „/� U )�` 4838 4�Q� - / / II I I ' I I i f / , . ,' - 1 1�. 1 I I I 1 % ,• I I I I , / , / - - . „ �- , �� . -_ -__ -_ _ _ I ' ` \ -` ' - J '/ I I I r_ . I I I I, I / I ' / :` 1) �84� - _ \ \ _ 1 , I I I 1 I - - 1 I I I / , ` �' -� �� I (\ \ `. -��- /Cllr - - _ I EXISTING -. I I I I I 1 I 1 ��_ = - `- - J 1 1 , \ �- -' Ip '-;; i ' --_--� I - /' lll7-' _ `\ / ' ' TRIPLE '_!=-�-., - - II ; / , I ; , p' - o -- -- �- - _ , 1 1 , I I ; , , I , _�. 1_ , (!a5 \ , .L I _ Ir, _ `. �. - -�_ , I I I I '1 1�--1 1 I ROADWAY NOTES: __ ; CULVERT f — — ,��° ' `� / !f �_ , '/ / �� ,\ `\ // / ; ---.- _ ♦ /I I ,:, ;_ _ — r e, �; �� — — ,' , / / / / -_" I/ / -\ _ / _ -�- I I/ \ c .� 4835 \ - I 1 1 I 1 I I 1 \ - - - - --�- ; I I ; ; I ., o �I I ` - -- 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. / , , / __ // / / END ROADWAY CONSTRUCTION / /,'' �,;' '- -.__ \� ` `� / , / 1 / / , / /1 ,'� .� 1 I I O I ,' ,-' ,-- 483 I ; , i ( ° I \ ,, - / ' -` �\ ' �� ' / / / / ' - - ' '� --� ' \ ' (MEET EXISTING SECTION)/ :'% ��' / -'- / 2 - - \ h , / / -�- / STA:1+00.00; i \ - ---, / - - .' / / _'- / / / 1 ; -- ;,- ,.�, �,� ,1A"�) y/ �' %, - -�. -.� . - , -,- �. / / / / 1 `- /-..../ - ,' _ N3� S� /-� / , /, ;�' ' �.,' _ _/ \ \ / / / / / // / / I\� - ,--, ,- „/ -, -; _ ,%� -865 %', f_______ ___ �� 31• ... / ,-- ?� ' `\ ' / / - -/ - ,, _ ,_ / ,' / ,' �',' -,'•; •. •\\ �` / / / I y/•�,-/ // -,/ ,' '',-./ , '' ,-, •/,',�/-�/ice •`-`\ \ \`\ •\\ \`-`-- ./ /' / / l /I __ ,,- ; r ,. ,' , / , , ,- ;,;,;- ; / d _ .- `\, ♦\ \ ,\ ,_,� -- , ; -- - - ' , ,% , , , /-.__' I I 253 1 / - ,- ' 1 ' r ' ' / / / ' ' / , , , NO DITCH ON SOUTH -'`\ `\ ` \ r , -I 1 I ♦ 1 . / / / '` I / , ' / ' / / ,-/ / / / I I I / I I I I I 'I. I "��. I W t7 - I.�.._. \,'�! , I ' I / , ,' 4> // I '' CO ,' / I ----- a �..- �' �\ `.\ ,-- _� I `-- I •1 I ` i - - \.1- - _ - \ \ r. - `. I• I .: Q��; . �� - \ \� `\ \ 44/ .,• �.� �� ` \ !,, �. �� ' ``��`• : `: \ g83� _ i `�`♦ - I -' \h •\\`,``\‹` `��` \ ` v `\, ;:; \`\ �` ,,I _ .. 1 ` ` \ -•13+00 / I I I I I `\`\ �.' I 1 I I \ \\ 1 ........ LEGEND REV. NO. / _ /0p�� PROPOSED MAJOR CONTOUR pp�� PROPOSED MINOR CONTOUR �, aaaaaaa w / ' , 1 / , ' ' /' / SIDE OF ROAD \ i i\ J ' / !/ \\ ; y l : CULVERT E1. i I I - I/\\ I / / / �\ \\ I \\`\ .''- / - - --,-- , - _ --- - ' '--:--'"- _ / ,- / 1 1 1 \ \\ ' \ ' \\ `\ I `\ I 1 ,' ,'--/--+� i -.' =-'' -�/ I/ i ' ' / ' /"../,-/ /V I/,�t ""_"i _� ♦ / / l / 1 , , / /' / i�./' - ',' , /- . ,/ , , //, , , / / / / / ,' ,',' ,'� I ;'/ I ,j // / / /'' / / / / / 1 / ,-' `� I I / , I I I ,, '/ I I / ' /I / ' ' I / I , , / / / / / / / / , / / / r ' / / / / I / / / / ' '' / i / i ' i i l / 1 ' i , , / , ' , , / 1 ' , / ' I ,' / Q / / l l l 1 / I / / / //\ I / / �� / / / , I ; / , o I / 1 . / / i / /% \ •`\ /( /' / ' I / __- ` ` ,_` `I \ / , \ \� �' / ' , /o / o� ' • •\ ` \ \ / b' My / / \ \ \ _____ / • o�' / '' '+ \ \ \ I / ° / / `\ \ \ \\ + / / '� / \ \ • \ \ ` / / / \ \ °, \ \\ \ I I I'/ '1 ; ; 1 1 \ I 1I °\ • `\ _ —• 1 . _\ / , __- ` `\ ; • / i / ,/• i ( I , ` ' I \ \ , \ ``\ / \ \ I ', .r • i\ \° �J . -- - _ I — T� \ I ` 1 , i / ` / w I 1` / `\ �. ' I 1 `/ I .,♦ 254 '-� / i \' - �,,--�-.\ \ ; I �`\ '' / I \I\ \\ / _---255 1 ', \ / / 4.- . I I / I ,, \ / ,, \` I I I '� I `� \ / /' I I i ;OL ; I \ /I I I. , , ,-._ ,� , I , \ I I ,_----_ ---- ' / -' I - . I I I \ \ / / \ \\•\ `. \ / / \ \ \\\ \ ; /` �\ w I �`.� - - , '\ /, • \ `• -_- _,/ \ - . / • _`\ --- / / oo� EXISTING MAJOR CONTOUR / 0 / EXISTING MINOR CONTOUR / .7Os. G CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BEEBEE DRAW FARMS PKWYY PLAN & PROFIL WELD COUNTY, COLORADO EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH - - • FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED — — — — — — PROPOSED EASEMENT \ ' . / / / / , , / a / / ' Q3 / / 1 / -- \ \ \ , \ I \ _ \, i �_I , , // / / / ,- //'V// / / / /' '`, I \ `,\1 \-- .;..� _\\�\ / / / /, ,, \ \�-\• ,,- 1 •`-;\ I / / ' , / , / / / / / / / \ ° • 1` ` \ ..4/...Ii - 1 \ \ I, 11 _\ , , , / / I , / , I I / / , / , \ • `, ` \ \ , I I 1 I \ \ \ ` BEEBE DRAW FARMS PARKWAY I '( / I ,1 - PLAN / \ \�_-,--' ,' r �.. . I `,I `\ \ - • N• `. -- \ .P 1 ' - J �\ \ N -. _ —oa •", �`\ _— ----. �, en_ VIEW I I I I I PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / . OIL & GAS SETBACK EXISTING WELL EXISTING COMMUNICATIONS LINE 4870 4870 o O `{? O PVI STA=4+51.00 FO EXISTING WATER LINE o ELEV=4850.96 W EXISTING OVERHEAD ELECTRIC LINES 4865 I,PVI A.D.=-0.36 4865 OH E EXISTING UNDERGROUND ELECTRIC LINE II I- > J w K=414.34 150.00' VC EXISTING FENCE - ® ` X 4860 3. p9/ o° 6 c\i o 6 o0 4860 UNCC CALL BEFORE YOU DIG 81 1 + oln o + 00 CO d- In 4855 a" PROPOSED GRADE ALONG Q 4855811 -2.53% w PVI STA=10+01.00 a r 11 1 - 8 0 0 - 9 OR 2 2 - 1 9 8 7 W PVI ELEV=4835.06 4850 I- A.D.=0.59 4850 N K=256.01 & 150.00' VCH PVI STA=12+01.00 = o NH o M PVI ELEV=4830.45 UTILITY CENTER NOTIFICATION OF COLORADO o \\\\\\O\:.. P lDlll 1 1 1 l�/ ///�/ `ti . 'O3. - = Q1-• --°' ' ct= 37660 �\ 5/16/2025 •' 4845 W N; N co A.D.=0.79 4845 J rn co o K=189.87 EX CULVERT � '2.89, CI Q a 150.00' VC a r- oLn U)0a . H> H H 0 r._ EXISTING GRADE ALONG a co 4840 o 00 PVI STA=2+26.00 + N N a) 4840 PVI ELEV-4856.65 + N /0 / iss/•NA-- „.•\ \� /�//IIIIIIIIIII\�� > A.D.=0.56 • • c- F- K=266.23 > Q U I- 0- j H 150.00' VC 4835 4835 PL-.31 r %TAJ4830 (iiiihIll-:A-"Im:-----_)-111:11141 4830-1.51% 1 /28/2025 MATCHLINE STA = 13+00 0 120' SHEET NUMBER 4825 ELEV = 4828.95 4825 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 - BEEBE DRAW FARMS PARKWAY PROFILE VIEW md60' 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD45 56 - 141 . • • `• • \♦\ `• . `• . • • • • • • • • • • • • • • • • . \ . . . ., • �`. \\\ `� °• � • • • • • \ `. .• \ • • • • • • • • • • • I• • • • • • I • • • • • • \ , . . . I • �` `` `� `• ` `` \ `• \ `• ` • • • • • • • • • • • • • • • • I ., •`• •`\ \• \ `• \ \ • • • • • • • • • • • I• • • • • • • 1. • • • • • • • • • % C2) • ` I • \ \ \Ii, `` `• ` ` \ • • • • • • • • • • • • • • • • • • • • • • • • ... • \ .'� .-\` �� `\ '`. • • • • o • • • • • • • • • • • • . . -._ - • • /\ '''... • • • • • • • • ,� \ / 4905 `� • �`` • �`• ` \ N. • • • • /— �..-� E 0 I Z I el (no' • • . . . Os • • • ‘ / • 1• `� �\ ,- /' �� 1,60 `• �. '`\ �``� . °/ / o \. ° N. \olo I \ \ ` \ \ •�� • \�0 0 5/ \• ` ,\,• •e \ ♦ '`. \\ •°` •`. . \ 4897.55 • \ • ` • u\ \ `�` \ \ ``♦ \/ N. �.\ `♦\ \ \ `\�\\11\90 �♦ �• \ \ `\ ♦\\ ♦`` \ \\ �•� •° ` \ • ` ♦ `. `, `♦ �� 2.1 % 4899.76 2.1 % 4900.83 c' \ 4902.30 (( `"\ ` • `, ,� r , I °• \ 4901.81 ♦ ♦ \ • ` �\ — •, ` \•` \ ` • , � I �� + +� 4899.56 `�'_-- 4899.77•..--- \ i • ` \ \ \ `, ``, \ • `, ' \, ` // pp' • I• ' 1 00 e„.... ' 4913.82 // - `` �`• •!/ • • 4911.57 2• ,� • 4911_.92 •`� ��4911.92 _ - - �� 4914.17 ' • // bolo `°�° -- � `L h • `. -` -- ��_ - - - - - - - _ _ `1/7 N °\° CO �- N -- 36+F- _ \ ` ` +00 � � - 4913.22 1.30,° N �� ° '` ii- o 2_,',__ `L`°�// °\° -- - o = " ,-.- �_ _ �� '� - -------- _ -__ 4914.17 ' X4909.67 �' \/ \ i `` `� `�� o `� `��` 'z •\ 36 4, , - '` ,, •'` �' ` • ` `` �9� \ \ . �' .• • `�' . .S�. Lo , N ♦\ +� �`/• / \A• `, . . \` \ `. \ �� . \ \\ / `` co ` \ \ \ 4914.93 ° I c� c. o— rn o_ ° — 4911.39 4913.64 ^\° to N� N '. 4916.48 \ 1• ,�� N \• ` ` ` \ / ♦ • \ `, •`• •°1 `• / �. �`•`•\ I e �`•N \ `� �.` ` ` 4907.01 x-• �` `• . ♦ `. • `� • •�`\ \ ,\ • \♦.� • . . • • • • •• \ `\• • �`•`.\ \ ` ° ♦ \ \\ ��` DATE in , ■ III c� \ KEYMAP _++_ DESCRIPTION REVISED PER COUNTY COMMEI` ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE . ` ♦` .\ \ ! `. . 4916.00 �' .\ `\ ` ♦ •\ 4913.75 `\` •`` 1 ll \ .4913.95 \ \ `\\ 4916.20 \ .� �,__ \\ `\�` �� • �•\ No• • • N. `� �`. •• • SNOW �� _�- OWL \ - -- 0 2.0% 2.0% WAY - ° 2.0% — -2.0% 1.64,)• __ - CUL-DE-SAC I `� I 4913.95 I 4916.20 • •\ • • �• • `// • �\ `. `♦` / .` • ♦`•\` \ 4916.00 •` •♦ ` \ / �• • `. \ \ . `� ♦ 4913.75 \•\ •\`` \\ \ \ •. \ . .•. .` \ `♦ \ ` \ `. `•`� `� •. \ ♦` \` \• • • • • • • •\ • • • • .• .• • `. \ �` \ ♦` • • •M `` V \ `• �` •. \ •`� `.` o \ \ \• \.\ \ `• `• 4` �° 2 4902.02 `` I , - _ 1 \ / - p�_--__,, �� •` `� ♦ 2� ' \ �` ; ---' _ • / `\ - ti `• •`. •`. s \ , ��\ ___ \ .-' 4911.92 -- -- \ - - ��-' _ N. 9 \ / JS ♦ `. •♦ . \ .` ; ♦•\ •.` •.\ ♦\` \ 4901.71 oolo 0 ` I \ ` •�.\ `\ \ \ 4899.46 •2�/ \ • \ \ •.• .\• . `. \ �` , \ ♦• •`.•. 4899.77 \ ``•`` ♦♦ `` \ `� ko '� `.\ `♦\ �. ` \ ♦ 4902.02 \... o ' • • �'� . • `� • .� \ . • o ; • • • • • • • • • _ `� `. �\ `\ \ `' • \ `♦ ♦` `♦ `♦ `` \ �` ,\. • • • _•y____-� FALCON WAY - CUL-DE-SAC I ;I , \ i / / — %�' 4911.72. \ -� S. . \ . \ LEGEND '--- '" -_- \ REV. NO. _- .. .-4913.97 _ 4915 ' `�``` '�` \ /00�� >Op�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa ,' .- _ `. `. , — '`\�, '..` � / - — _ ��• .'--- - - _-, •`. •`.� .�\` �. �`\� �� -- -----,� g2p __ _ �` �`. / �7OD o / EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC DETAILS WELD COUNTY, COLORADO ,.'- ,.- ___-- - Q _ ,/ ,.'- 1 - �. �`. \ - _-__ \� `\� \_ WARBLER WAY - CUL-DE-SAC EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED ,` \ •\` \` \�` �� /` .,- / / �, ,` •` ,\ \ \` �`• • `` \ \` `` \ o• cl)/ , /1 o / i / / /\• 4896.80 i/ , , / ` , \\ `� `% I '� \ i i \ i r) ` \ / \ / \ / \ /I / ' \ /\\ /\ / I \ - \ // \� ,' : \ ..' \ I / 1 ; + , ` \ I I ' , \ `, \ N ' I ', • v •\ + / \ ` ` ` \ `` \ ` ,`• \\ �\ `\ \` \ `V • �♦ �� ♦ \ �♦ ` \/ . ` • ` \ \` \` Y• ; c�• , ` '\ • \ • \• •` •, ` o + `. \ •`� • y'� /`� \ •`� \ • V \ V \ o k� •+` •�\ •I \ •\` `° . . • ` + �\; I \ 4921.54 HP \ j•./ `` \ \`,.' \ , , \ / \ \ \ I� / I 4923.79 HP / \ ` %\ \ PROPOSED CULVERT/STORM SEWER — — EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE ` \ N. �/ ` . o• ` 49 'rte ,''- .„------ `` `♦ \ �`\ `♦ �• �`\ \ I// `• ♦ \ `. `♦ ` `. \ `. • • ,` •♦ • •\ •` •�o •`♦ • •` \`♦ •` l / / / , S. 4900 N ♦\ N / .\ AD --- - - .''''' • • •\• ` `\ \ \` •\ \\ • \•� \• N. • •\\ `.\ •`.\4903.83 •` . ••♦ .\ i • �`\ • •`. •` ••`\ . N. `\� `\ ``\ •\ \ `/ N `\\ •`\�` `\\ •`•\ j/ •. • `�' ,� `� --- ( �� I 4 pS . / / / �\ �' ,� m .,, 4915 - - - , - - --_-- - � ____- FO EXISTING WATER LINE '�- N. _ - V1- EXISTING OVERHEAD ELECTRIC LINES 4919.04 \ N. N. HP __ -- V 4920 -- - \ �/./ \ , / I ,-'- i , r / .'-h . 12 �- + �� \ // `� \ ` •/ + `\ I . \ \. � I �2% \ / / °` `, `.` \.` 0I° \`\ __ � / OH EXISTING UNDERGROUND ELECTRIC LINE �` `. i<\ 5 4905 �� `\ 7 \ N. / 4921.29 HP N.--� N. �� q \ - 7o �� .l •1QoIo ``�`\ .�`��`` • `` ``• •`\• ,, `\ ,\ , ♦ • \\ `. • •♦\ `\♦ . `. • \• •\ • \•\ `• ♦ `• . \ \\\ \ `.`` . ♦ `. ♦\ \ •• • \ ` • \ `\\ \ `. •. \ /s. • • \ \ ``\ \• `� /\ • \ , \` •\ ` ♦• .• \ . \ \ \ . • ` ` • 4906.18 4906.58 \ \ ` ` �.\ • ````• \ ``\ `` `` `, \• \I. `• I 4908.84 i \ I ♦ • • ... \ • r 1 el ` 4909.12 + r \ .` \ �- o+ \ N o• CV moo' 0 + �`' o 2.0% 4906.08 r. C•I •\ `` `, 4908.43 — + 0 2.0% 73- .� \ + + \ ` ` \ .` ` \ \ , \ \ \ ` ` SS\ •`� `\ /, s� \ 4906.18 i 4906.59 I \ . 4908.84 . \ \ LVV `, \\ °\° \/ \ '\ 1 \ ` �. \ \ . / / \ . `.• \ \ . ♦ \ \ � co o - - .• \ \ `� \ \ \ -' ` `. ♦. , ,/' -11 T °. E EXISTING FENCE X 4930 ---- -/ .- - -- ..--./1- _ — — 4925 - .' f / \ / -- if �J _4921.91 _ ', / / coo / _ . ' .. �'• ? o' 4924.15 HP °\° ,- �0l° • ° °I 4921.96 _ , \ • \\` +, • ' +\• • ° ti , 4921.90 .` \ , / 1 `\ I , \ `,, , t \ `, `v i , /•\` ` `\ �\ .`` '` . .` • • • '\ • •\ • \\ •\ \\ ` \ `' ` • I v I \ • \` ,, \ \ , \ '♦ \ \�' \` ° /0k - _ - --- � / \ \ _ \ _ __ -' ` 4915 - / 4\ 4917.41 4919.66 — \ 4917.21 4919.46 IV / p� 4921.64 o° \` \ ♦♦ . . \ �,' . _ HP 4919.74 ♦ I ,./ 2.0/0 2.0% .o— �o - 2.0/o 2.0%o r'' I Iv , �, q9 20 I. i . ' �` �' i / . \ °\° ^ 4919.66 - ' / / 4919.46 , 4917.41 �/ r 4917.21 I ' / I / , � /• / - ,� rn - _ � � CALL UNCC BEFORE YOU DIG 1 ips‘N Kit,81 1-800-922-1 98 7 _. UTILITY CENTER NOTIFICATION OF COLORADO ��,,,,,,,Ilollll��////i, \O�pFZ ......., i ti = 37660 5/16/2025 ,r w� -o% • ::•�� i,�<<\.....'• ..........''.. C. // S/ �„ \\� /// \\\ //lllllllllll\ 4919.66 - _ 4919.44 — _• ° ° 2.0 % \ 4919.65 • , - _ _ - 4921.68 -'`\ I I .\ ``• I\ NIGHTHAWK �— o% • i \'\ WAY —!,PRU. 1.9 /0 + - CUL-DE-SAC , 4919.43 \ jII 4921.68 , I. co 1 '\ '• `I I I / `1 \\ •, \ \ i / i ".2n. ENG : TAJ CHKE \ ♦\ \/ � `. .` • \ \ • • • 1` 1� I`\ `\\- `.J I MEADOWLARK \ • • \ I� \ I o \�\ WAY t •CO +o CUL-DE-SAC \•, \�'� \ `• \• c)--\ `• `\ \• • • • • \\ �`♦ \\♦`, `• \\\ �`• `. -� � DATE 1/28/2025 / \ ♦\`♦ . ``l. �,' 0 30' 60' SHEET NUMBER NUTHATCH `♦ WAY - CUL-DE-SAC I I`I 1" = 30' (HORIZONTAL) C D 1 58 141 __,...,_ \ x \ , , , , , \ , , % ____ \ , \ .' \ , , , - , \ , \ , , , ,, , \ , , \ _ , \ , \ , , , , , • , I r \ ,' \ , . \ / ' �� oio \ ' . cr polo 2� \ \ -- Q / _ oo 4886.36 \\ 4884.11 �` 4883.90 , , , , ,,IE , ,______ ,I , I `\ \ `, ' 4866.59 i 1 I .0% -�� 2.0')/oOh I 1 I 4866.59 < ,„, v, u I z \ x, , , O , , , , , _ , , , , .. \ _ ' 1 . H ( < _ - r -- --- - /tn I I I \ \ \ \ \ \� —' \ \ '' I 4866.38 `, i / 1 / I ' \ `�Lo \ 4864.13 i I 77 0 \ 4864.35 � cA ss `., `. /'--- \'; ° o o ni `� o o +-N 4864.49 4866.87 �° Wo �° N �o 4864.49 4864.34 4864.13 , °° I\ 0\0 4 \ 866 •` 'sue° co /,' \ I . \ \ 01 I I I / / / / / . ' qg55 _ — -- c� I ' , o \ 4886.36 - - - - -' . 4882.03 ,- - - ! 4882.15 / . ' — \ 2 p \ 2� /- \ �'�i 1 \ \ �� \ \LO / 4886.15 ' ,' \ // ` \ 4886.15 \ 4960 -�.�� W qg5 1.0% _ \ ill / \ — 4955 - / - - ,, _ _ _-- / - " T N �' 4948.44 / ,,' `` 4950 � _ - 4948.23 �= ... • DATE h / - "� oo '70- ' _ 4950.48 ' 4950.69 __ — D';-' " _ 2.0% +00 / i� oN 2+00 'i _' DESCRIPTION REVISED PER COUNTY COMMEI` -- - - I - I I --------I I 1\ tv -__- �� - ■I� - 2.0°x° 4950.7610 ° ° 0 0/3.2 /0 4950.06 - HP r� - ,r\i `� ROADWAY NOTES: \ \ ° ------, o ° r (p ie o N 4885 / / •cr / o '`. ° 4884.07 / 4j / \ ' -- / \ - 4880.30 0� / --- 4952.66 HP \ 1 ,� �. 4950.69 4950.48 / 4952.31 HP - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE — - 4960 - _ 7 --' _- - / 4950 ---" - - C - •� �'" ""• - 4948.23 ----'' \ ° - -' _ --_ -''� --° --- - / 4948.44 - \ \ ,' / \ / \ / ) `r • r ; \ \ 4862.20 \ `\ •ti •/� ` ` - - - - , I \\ i \ .� ` �. \ CHICKADEE WAY - -\ \ \ \ -CCO \ \ \ \ \ - CUL-DE-SAC , 1 '\ \ "\ �� /,' / / / \ \ \ \ \ \ \ \\ \ ` ° ° '�-_, /' I __ f _____- \ _ X0. ,,' ' -_ __-__-_ ---- - - _, �• -_ -- / '` -'� `�,- 95 -' ,- -- _ / - - - - - _ 4880.21 / // / ----_,_--//// -- / // /i/ / KING I _ __-- / / `. - `'`\ --_ l l 4880.30- -i - - - rn- - - - OD/8S\\ / -- / �� \ /-- -__ / ,_ FISHER WAY - CUL-DE-SAC __ L ,--' ,,-' ___- --'`/ - LEGEND -------------------- / _ '� REV. NO. - ___,- -,-,- --'' / -`100�_y 100� PROPOSED PROPOSEDMINORCONTOUR MAJOR CONTOUR aaaaaaa -- 4955------'/-,�='------'�/ '-- _-__ _1----- - - `/--_---__ --_--- __'----------"-_ / /__---'" ______-'' "" /------�____,--7 / / / 4s5� ----- / ---- ---- r-- - - - - - -' 4950 __,__�_ —� __-- —_ — MEADOWLARK PLACE ROAD - CUL-DE-SAC / `zOO, / EXISTING MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC DETAILS WELD COUNTY, COLORADO EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED \/ � / Lo i i / 1 \ ' \ ' t \ / i / - - - �` I ` / , `\ / / '� / -- 1 / / i / I1 \ ' ' ' \\ `�� `\ `\\\\\\\\\/ • \ , .• ` V \`\ \\ \\ `\ \\ \\ \ `\ \ \` / p°�� ` \ \ `, \\ • / /• \��- ` ` `\ `� \ \ / \`\ \`` \ •\\ \•`` \`` \ \ * 4923.10 / / `\ •\\ \ `\ `\ `\ \ 4920.85 C \`` \\\ \ \ `` \ �``• \ - - . v \ \ `v ` 4921.06 °\° ` _ ` ` / \ / �� / 70 j / I I \ -_- --\ / / / / j / i -- \ \ / / / / / I ) / o\° O N. _ sr ' •-:::::::::::T / I 0 / / I 4909.52 2.0 % /J/2.o%/�� 4907.27 2 0j 4907.47 �� 2.0 % 4909.80 4909.72 4909.72/ c,�°� cv• o °\° + •-• • 4911.70 HP O� �° \ I �? ° 5 s �O Cy ° 1 I �' �' r N,\ 9 0 1 ''� ,' 4909./ 4907.27 4907.47 O° o / / 52 / / / \ / / / , 1 ' ; 11' I1 ' I ; ,' , ---' ,I ' , , - 1 ' ; I I I I I PROPOSED CULVERT/STORM SEWER EXISTING EXISTING WELL COMMUNICATIONS LINE FO EXISTING WATER LINE W- EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE `\ \ • �' `\ `\ ` ti' - EXISTING FENCE �' I `` `\ ` `?CJ y "o ` / I 4935 \ I ' CA \ / l°l°• 3 1 cs Ox00 X • x�o \ ` \ \ / \, \ polo `. / •, / ` •` . �O% / \` `\` \\`\ • �/ 493 I i \ 11 I • \ •` 81 UNCC CALL BEFORE YOU 811 DIG \ \ ` % 4934.69 P/ 4936.94 HP/ I/ \ I \ \ 5, 9 / �o / / / \ \ I o •/ , ry % I 09/, 4937.29 4937.29 HP o / / 2.6/0 7x00 ; 4935.32 ?� o AD(Po 4935.39 / / 4935.11 4935.32 ' �I i �/ °\° rti� , ; � '\ O �,� \ I \ \V I A; AI I \ 4933.07 / 4932.86 4935.11 • 493„ ` °\° ' ti� ° o� 2x0 \ `\ `\ \\ `\ / °� o • / Off' / y• vv vv‘ A / , 4923.31 4923.38 • v v v `. vv `v `v / ` • v. v 4923.10 // I `v� • — \,\— —\ —\J \ \ \t\\ \`\ ` \ �_ �� \\ \ \ \ M \° 4923.31 �� 4920.85 • �' i \a( 4921.06 \ 0 1-800-922-1987 r OR \ \ \\\\ `\ \_` — } �\ \ \` .`\ \ \\ •____ \ I , \ \ \ \ `\ \ `v `v \ \\ \ \ \ \ A �\ cfl ` \ �\ `\ I ` o v `\ v \ \ `� (Ni• \ '. \ �` /•I 010 ` `\ '3°,;:.- `` 0 4925.29 HP 25% 1O0\° •\ N `\ v `v. o o • \� •` I I �9�o \ • \ I/ / `. / `. w UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\IIIIIIIIII///�� \\/ O ---------- _�� ._ • o i oZ:. __ 37660 �' 5/16/2025 .:. \ V �1 �g %� �,' / A V p°° v \ \ \ 4924.93 HP � \ `,� % •\ // I vv vv V .A\\ !. v A v 1 \\ \ 4922.68 P `\ \ 9�p ' T • • //��S� -�\\\ is ANAL //IIIIIIIIIII\\\\ / 4 , rl'' O 3g _ , \ \ \` \ _ \ / �\ /�, •• �1��%_ • /" '/ �Oo / 11 / `` \` \ `` ! 1.00/ ` ` \ ``\ \\ \` w \ \ ` \� �� ` / . \ \` \ / `` ``\ .` ,r , / , _ ` / ,` 4 ,, \ 93„ o i `� , - _ - 4909.10 H P — — — \ ,'� \` o �\ / ,� . / ; 4933.07 \ •/ / \ i i i 4932.86 \ . \ .� `. �\ \ `�q'r'� •\ . / •`\ •\ \`. �\ --' \ ,' ; ,'- o \ ,.\,' ,.'d. i ,' \/ / \% \ �0 / ,' \ - BUNTING WAY CUL-DE-SAC PRO_ PL \ `\ \ ` \• \ \ \ II , `, \ `\` `\ \ \ \ i `1t • SORA WAY • ` • • �`. - \ `\ �` 1 t CUL-DE-SAC �� •/ 1 •`\ `\ • �`. �•. '\ \ \ \ `• \ \\ • `• I ' I / DATE : 1/28/2025 •.. • �,' 1/ I / / i .' .`.` -_-__-''_� / ,� /I / i ,' - PELICAN LAKE PLACE CUL-DE-SAC 0 30' 60' SHEET NUMBER 1" = 30' (HORIZONTAL) CD2 59 141 ,\ ` I I J ` I,� I�\``�``�``\`` ``.`.``.``�. �` ,� \ ` ` ` \ \ `‘` \ \ Q`'\ �` \ `, `` l__-"------ ___ i \u-41\,` JII[ _ 4193151.9151 935.95 I I mr o' 14936.23 I III / N ��' i' Z r ! ' I . I I I I`�STA:5+33.10/ - I -��- BEGIN TRANSITION TO REMOVE STA:1+63.00 ll / 1 .� \ ` \```�4913.31 •♦ •\ �e `..--''''''-- CROWN \`` \` \\ • ------ I/ -- - - 4905 I 4913.03' I II ' LO%t' , ' � I I I BEGIN TO REMOVE I j/ I ,7 / TRANSIT/ CROWN i / ' / .''i/' / — ..-� E DC �, O Z \ \ \ \ 4927.17 V `` I ♦ ` f/� Q CO rt Q ` ` ` o ,,• o +•I• `4926.89 \ \ �`� • ♦1 ♦ ` �` �'. ` ` .`` I\ I .. I \ `` ``� \` �` �` \ �� `` ��` �`` �\ `� `` \ ``� '� �\ `� \ ``� \` \ \` ``` ``` `` \ ` • ` '� \ '\ \\\\\\\\% \ \ ,` ,`` ,\ ,`` \ ♦• \ \ `• \ ` \ \ \ \ \ `°`\ `� \ `� `` \ �` `� '\ ` ` `\ `\ `� , \\ , , • , , \ `` `` J2.0% -- _ -------------' - - _ -'' --------'''---' . _ _ _ I _ - 1 - - IQ I W �, Q J ' °' , ' . 4913.03 - 4914.47 � / ' / I i / �°�� i i / / l i i I p�\� '' ///i / i / / ' ► / ; /1/1 ///// , I/ ,' i - / / „�-„�/. iG ■ D 41111 �. Q IJ 'f `\ ` ` \ �� ' 4936.60 4936.72 o 2.0/0 , -r / / / ` 0 / '2.0/0 o — �' 4935.95 ' > n r� o 1, / I 4936.48 \ \ ,.`\ ♦I `� \4914.57 `. '\ '�4915 ,, �` `` > \ �`` `\ j__i9i4.32i8/070 ---- 4910---- /4915.83 15 q9 4915.45 4915.89 4915.60 --- II -- -- • -(I pI + _� _ -' I 4915.0 / '/---Ji� ��/ /\ , / /4926.89 1 , /. ,' / DDY°P6 "VL" RIPRAP /, /li P=---� .' L 4', W=2', p=1' ' — — • i' pct / , III 2.0% 2.0% \ \` \ ` ` \ ` °\ 4926.62 ` o N \ ` 100 4924.09 ` \ 15" FES '♦ \ ` '\ \\ ` \ \ _ _ - � - • 1 \ ` ` \ ` 4937.21 �\ `�I `� • 4937.25—� • ` `� `♦ 4935.00 `• \ I r / 0.8% , / o 1.7% o N / I / / r / ' I I 4934.76 �I4935.05 L ♦ ` '. �� \ HP ` \� • INV: 4923.50 \ ` 4916.17 / INV: 4914.12 / Lo 4926.34 \ \ \ \ 4930 �.� N O 4915.73 . / �� 0 1 7 /0 0.7% _ • \� / ♦ 4924.04 \ \ \ \ - - - - / - - - .-- \\ 4914.59 ' �� - . . • DATE N \ ` 2.0% 2.0% \ �I 4926.29 =• +- BEGIN TRANSITION - �-- - ' / CEO •_ _ \\ - 4915 4926.34 ` ��` -- 4927.84 4925 \ , TO REMOVE CROWN �� `_' •_� • _ _ _ \ 4913.35 _ — CULVERT 4 / ,..' -------- - - - - - - 4913.65 e ,' , STA:1 +63.00 . , �' _ % , 4937.01 , 4934.93 • I \ o ` ` 4927.04 \ - _ 0r`�` o ° ----''---a - 4913.64 HP ° o ----- --- 1.2 /o `o� �_ ° o ► 4916.84 0 o 4917.04 . ., 4935.46 `� ' N \ �\\ \ �` 4937.78 4937.71 I I 4936.954936.45 0+I 0 4925.67 I•J ' I 4925.69 2.0% 2.0% \ ♦ 1+00 \ O \ ` ° o ° ` e 4926.96 ` \ + ° �\ i 4928.12 2 00\` — 0.4 /0 1.4 /o/ ��— 4935 I— `• ' I — — — — _ / / --------------- o _ 0 1.s/o N 0 N o 0 N / o o.s /o o 4917.12 N1 N MORNING DOVE LANE '` KEYMAP - *�- DESCRIPTION REVISED PER COUNTY COMMEI` —�` N E _ — ' 492595 o 2.0% \ 0 2.2% \ 4926.09 � \ o \ 2.9/0 ° ` °\o MORNING 4926.78 a 4927.84 DOVE LANE `1 —� �` / -' _ --'- \ �N-0.3% "' 0.8%.' N 1.5% O 2.0% N \ 4914.57 �' C° c`) ° 1 4915 ' ROADWAY NOTES: — 4915.89 � — — —hl — — — — ' — — ��► 4925.85 492 ` ` \ 5 \ ` .MORNING DOVE LANE .FC♦1 jI0 -- -' ° o 0 N N 0 N \ N1 \\ 4925.09 4922.84 qT ` �` , 9 360 �� -�-- 1.7% 0.7% - - 4915.45 _ 4913.64 -- - - ---- / - 4917.32 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE INTO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE / --- - ---4914.59 4917.04 -- \I 2.0% 2.0% \ \\ ` --- 4914.27-- , I / 15 FES �_ --- ---�-4924.70 4925.36 I ° r 2.0% Doti 2.0% ` I 4925.08 CULVERT 11 \ \- \ ' `. �` 1 15" FES ` \ ° \ \ INV: 4922.92 — — — — — — — . — — 7 — — } — - 1 `, `\ \ `\ TYPE "VL" RIPRAP `\ \I \\ Q \\ , - - - _-�+- ' .- 4916.52 I ,' I / i 1 h r / I /O I ' /� t 0 .� - I - --- - o ' - -1.8%. --- -°- _ _ , ' _ ___ - _ INV: 4914.54 _ = 7.--- r - 4916.82 - 4920 .- + h I_ - - - 4916.75 -.'' _ ------ - \ — ' >�-t'_•_•€ r 4935 - 4937.71 4937.23 4938.06 4937.99 4936.73- \ ` `` FAIRBANKS . \``. \1 `, O + � N V. DRIVE `` I I 4924.70 4924.98 i ' D50=6" \ \ \ \ \\ LO`` 3 . & MORNING ; ; `• \ �, \CD \ \ 1 \\. \\ \ `, \ \ \ �♦ i1 \` `\ \\ `\ ' `` `. \ I I\ `. \ `.`` \\.` ;` `.,�O 5. `.,�` ♦� • •♦� • • ♦•` \ `\ ♦• � • DOVE LANE �\ \ \ 4937.78 4937.71 o o \ \N N ` _ �gq.0 - SNOW OWL WAY & MORNING 4937.434936.95 4936.45 - 4940 I I / / ( DOVE LANE \\ `\ i ; I 4917.08 `, 1 \ ► 1 I I i . \I I +' 1 11 `\I \\i ' c)Lo I \ `\ \I I `\ 11 \\ 1 \`\` \\\` 11 II 1 . \1 4917.65 ; ' I 4917.34 I - I 4917.93 // ,' 2.0% _ _ : le. Lo - 2.0% 4917.24 1_f 4917.65 I ' il - - - -- o N I - - - - - - - - ,' ' - ------___-' ----- -- - --- ..'' ------"-� ' LEGEND REV. NO. �100�� -_ X105' -70�' PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa / 70( __ / EXISTING -,EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 INTERSECTION DETAILS WELD COUNTY, COLORADO \ `\ I I • \ \ \ \ I I FALCON DRIVE I ` & MORNING BEGIN TO STA:7+59.10 REMOVE I TRANSITION --. / ♦ , S. CROWN • `♦,-'-- DOVE LANE EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - - - - • - FLOWLINE SECTION - - - PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED INTERSECTION INTERSECTION INTERSECTION \ '.` , ,` \\ // moo ,� \ \ -` ` --- ?�O \------- ------- --- ---- 2 --- --- ---- - Q 4910.23 ---- ,__ \\ BEGIN TRANSITION 9y r��li �� \ O --7 TO REMOVE CROWN \ --�� STA:44+76.78 o ___ _____ // 010 �� \ _-_ --- --� o - /-, \ \\ ti• %`` \ 4910° ,4910.50 \ /-\o ' \ \- \ �5' \ 49 , ° O V / `\ \ Qc9 ° O ` / 0 \ / / \\\ \ ,o 4910.70 °1° 4910.41 \ / - - -- -- --- _ ` /,L \/ -, - ♦• ,-_-'- -, \ ♦ I �\ o \\ `� \ \ —+ \ \ \ , 1 `\ \ • '\ \ o o `\ ` �J \\I ` �\ I, \ I\` o W, o `�\ \\ �/ \ I / / \ \ 1 I7 \\\\ I N \ \\` 1. \\II ; I/ \ \ 1 \ \ \\ \ \\ •\ 1 \ ` \\ \� 1 \ I \ 1 114903.19 \ \ I 1 \ 1 \\I \` `\ \ `\I \ \ \\ \\ 11 \�\\`\ `\ `\ `\ \ \ \ \ 1 1 IIIII PROPOSED CULVERT/STORM SEWER EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE \\\` \\ `\`\ \'\ \\ \\ / x�� r� \ , ; \` \ 11 / moo / / • ` / BEGIN TRANSITION \ / \ , j , 4g� .. \\ ` , TO REMOVE CROWN/ \ /'STA1+63.00 \ / \\ \ '\ 4903.47 /` / 4903.19 \I�`\ l\ , °\° \ 1 // ` , \ • g90S \ `. \ / \ ti 11 \ ` •\ ` / 4904.44 ` �` / \` \`\ \ 4904.13 ` / V. \ • \� \ ? \ ` / ` FO EXISTING WATER LINE \/\/ EXISTING OVERHEAD ELECTRIC LINES OF E EXISTING UNDERGROUND ELECTRIC LINE I 4931.13 I 4931.41 V �.0 0 \ \0 2.0% \ I I \4931.13 \\ I\ \ 100 \ \ \ \ \ \`\ I `\\ `\ \ \\\ , \` \\ \\ \ `` V \ `` \\\\\ 1 \ EXISTING FENCE , 1 / ' — — , I , 4930.79 I 4928.54 _J — 15" FES 4932.32 INV: 4928.50 -- CULVERT 25.1 ` c� 0� 2.0 /0 / 4931.07 / 0 2.0 /o t ` r , I \ \ \ ° \ 4930.79 ` ` \ 4928.54 \\ \\ \ \\ \\ — -__, — — \ \ 4932.34 ` 15" FES \ \ INV: 4928.50 `\ BEGIN TRANSITION ` \ \ `. TO REMOVE CROWN \ 4928.73 \ \ 1 X \ ` ♦ \ ` \ 4910.65 `. ` \\ V \ \` . ` \ ` ` . N ` �`♦ \ `V •` ♦ \ `•♦ s.`� \ •`� • ♦ . �♦ Y �`• / `♦ `. / ♦1° ✓ S. ` N ♦ 4912.36 • / \ Q/ `/ ' \ / 4912.64 ♦ / \ . `� 4912.36 •1 ♦` N 1 ♦ V ♦ ` \ \ `� `O1 ,e.". \N ,-,♦. ` ♦ .♦ ` ♦` . ♦ `♦ •` • .` (9\ • `♦/ ♦ ♦ . •/♦ ♦ `. `� • `. / • • MORNING °I° ` `Z `\ \ •° s o \4910.900 ` 4911.08 • 4909.54910.20 %� 4911.77 o 4912.05 �a R°I° /_ X4911.77 o • ♦♦ 7 7 / ♦` `♦ / N. / ♦ / ♦ `9] ♦ `� o • `. DOVE LANE �o, >• O o I�� 4907.95 4908.34 HP 4910.59 �- / • 1 \ °I°. \ 6 \• 4911.26 ` o° x �o • � ♦ •. / ` . ` •` ♦ �/ ♦ / V ♦ V ` \ •-• ,• `•� \♦ ♦ & LEDYARD -'' , , - - - - '--'' _ 4909.63 /p' y .� (�,� •°o V 4910.20 4909.91 O 3 0 ° 0 4910.48 4909.3/ '/�—N1 / DO /� i ' / / - ,\`,� 0 / 1 \ , / 4910.98 l 1 1 / ` ` /` / `. •\` \\ \ 1 \ \ \ y / \ \ 1 / I \ 1 1 \ I 1 \ \ \ 1 / •` •\ ` I \ \ ` \ ` \ \ \ \ V. ` 1 \\ \ . \I I ` II o `I I \ \ `\` '1 1. \ \ I I CO I \ ` 1 i I 1 I I ' I I / / \ / ' I \\ \ , , \ I ROAD SOUTH J't - S - - - Q p►."____ 0 ►�Q - _ - / / '�" ' ` - / - / ' /• / / /O / / / / , , I I I 1 \ , I , O 1\ 1 / a, \ IG ` i I , I I II I I ' / 1 , I I I `� S. . \ 4905 \ ./ ` ` ` \• 0 ` 4904.19 \ / `� \I `' 4905.33 4905.08 8% 1 \ 1• / Y\ -� \ � \ \ 811 CALL U YOU 8 N CC BEFORE 11 D I G ` `4903.21 . . � 4905.61 °\° \�� • ♦ ° ° • �,• N \ N° 5% ```49\`�/I ♦ 490533 • `� 4905.46 `• / ♦ /•` • `• \ \ / ` ^ ` / %\ \ \♦ ♦ / / `� `♦` L \ ♦•♦ / / \ \ ♦ \ / •. \ \ 1 / \ 1 / ` /•/ / / ; / / / / / .' / ,' / ' .----------- . /\ /.' /' ,' BURGHLEY / • 4902.83 N HP \ , ` ,\� \ � 4905 _>r • 7/o o\° O 4905.90 ° 0 • ♦ ry' `_� O •So `♦ ° \ ` 4905.62 ` 4,9 0\° ` g \ ` \ \ \ 9pS I , I % / ' 0 \ / 1 / �� / / / / / / / / / COURT & MORNING `\ ° °\ ` o \ ti \ \ 4905.24 4905.19 (p42IV. �►' °° ♦ o\ \ ti' ° 4906.07 OS�°\° i o 4905.79 - \ ` ` \ ' \ / \i / , / , / DOVE f ` \\ / \ \I \\ I / I• \ \ / \ 1 1 ` y \\ 1 �� I / \ -.,- .1) 1 \ I` I.I / ` o ` \ i \ \ 1 1 \ \ /�` �♦ \\ \I \ I\ 03.54 \ \ � ` ` �♦. \\ \ \ `\ , ` ` ` \ 1 \ , •`♦ 4905.79 ` \ 1 . \ \ \ \ \ \ \ I \ \ 1 \ \ 4905.91 ` 1\ ` 1 I \ I 1 q9 1 4906.19 0 o \ O °\ S o i , I 4905.91 , 1 \ , NI I �G� . ` ."VS 1 �C- ..... \.: q90 « I}� I I I ' ' 1 \ ` 1` \I ' I '' I \ ' I I I / LANE � � � STA:9+47.30 \ BEGIN TRANSITION X4928.66 ` 4930.97` 4930 ` \ TO REMOVE CROWN +�—S I STA:7+21.30 r \ �� \ 4930 4931.6 \ 4930.91 I `� • , \ o '431.61 0_ I o 1` ' 9+00 . 49♦4908.83 4931.67 . , „, or OR 1 r 2.4% r 4930.85 O 2.0% 0.9% `\ ♦ 2.1 % ° 4932.61 o i I c♦i , 4931.65 2.0/0 o a' 8+00 O ° rn 2.0/0 1 4930.71 o + 2.0% 7 PELICAN ° 4930.85 0 \ 1 LAKE LANE• °N \o N1-800-922-1987 �I o \ , . 4932.32 Io d ` - �— 4930.71 " 04931.4E UTILITY CENTER NOTIFICATION OF COLORADO \\\\11111111111/////// \\\\\ pOL/� /// \ P O .......... , - \','. �o'O Z: _ '• _ , 3 7 6 6 0 = �� • 5/16/2025 /4/4-!,..-----:. '. 4930.64 4930 4930 n4930.42' .• 4932.24 \ i _ 1 100 44 �\ I 2.0% o 1.5/0 1 4931.51 4928.4 \ 1 I 1 I ----- 15"FES — — I INV: 4927.93 I i 1 TYPE "VL" RIPRAPINV: 1 \ D50=6" 4927.89 - - 4930.14 , m o t 2.0% 4930.09 4927.76 2.0% ` ` \ \ 4928.51. 4930 ` \ \ ` \ \ \ CULVERT 25 \ \ \ 1 —\— —\ \ ` \\ \ \ 15" FES \ \ \ 4927.80 \ \ I ` \ \ •\ TYPE "VL" RIPRAP V\ ` ` • �` ��/// S/DNAL Q//////IIIIIIIIIII\\\\\\\ ` , \ ; i ; i i I \ 1 , \ \I ; ! \ ISO 1 I O>M 1 W 1 b• I O I I 1 11 I 1 \ , I I I ` `I FAIRBANKS 4929.98. I I DRIVE 4930.26) 1 W Cl) X Z Q CI 12 & 4929.88 J ) 0 Lo PELICAN �` I I • `` ♦ JD50=6"\\ I'. I ` I \ ` I\ I LAKE ••` LP=5', W=3', D=1' \\ \ \ \`` \`\ \\ \\\ \`\ `\ \ ♦\ \ \ \\ N \ \` \ \ 1 \ 1 I \ \ V.\ Q \ I \ \ o ` • \ \ \ 1 \\ \ \ \ ` LANE Ai PRO) NO: PL F NI r TAJ - IiHKD. CHKD: 1/28/2025 0 30' 60' SHEET NUMBER I mml 1" = 30' (HORIZONTAL) ' T 1 60 141 INTERSECTION INTERSECTION INTERSECTION o ` \ „„ , , \ . \ \\ • / S / \ x00 • �` -- -- \ 4 -, �� 0 ��' \ `• \ \ j � 4904.12 \ �� o\` \ O \ \ 4904.40 `� ,� \ \° \ ti• 4903.93 ` OO / ` \ / 4904.12 ° / \ 4903.93 �$ \ 4901.69 / > / 4901.59 / O6 / 4903.50 / / / 070 // / �° / 4903.50 / / e Q, 4903.07 O• + / Q• v �9 / \�• / ° GQl, / 4903.21 (�� \ Q Q° 4902.64 Off 2 4902.93 • • � BEGIN TRANSITION / / 4902.92 200 TO REMOVE CROWN ° STA:27+03.48 27+00 / 4902.54 / / / / FALCON DRIVE o OS ` /`` .. -, ......., ___ , . _ (.,, ./ � /,-, , /. z . \ O� i \ ^O BEGIN TRANSITION 4905.42 _ \ TO REMOVE CROWN _ - STA:29+29.48 0° \ , , \ / �° 4905.70 ` \ 18" FES O° 5 \ INV %901.37 ' p90 4904.77 O 4905.42 ` ? x o\o -- 090% \` o 4904.90 b' • \ 4901.68 4901.86 \ � So ` / \ � • 4904.11 4904.69 \ / \ \ + \ / O ° ♦�// Q O ° 0 r1, ``• / / \_ .�� 00 4904.10 gyp\ 4904.21 X00 / 1 N . ' \ 4903.95 / , O oo 8o O ♦ CULVERT 28 / o ti' ♦ , i 4901.70 \\ / ` O\° \ ♦ 18" FES \ 4903.96 \ ', •.�C INV: 4901.00 Q o\o O \ ', `\ gx O ,\ 80 \ �' TYPE "VL" RIPRAP ' 4900.96 �� Dso=6" I _ _ _ , °\o j o�\0 4903.44 L 8', W-5', D-1' 4903.72 p ti \ \ I 4903.35 0 0 , ` Oo \ w °�0 , `�' 4903.24 w 'o • 0\0 \I 4903.32 I \ 14914.47 • , \-t 0\0\0 4903.53 \ ' \ • I t ` w 4901.05 4903.15 ' 4901.10 HP I / ` / \ \ \ � / / \ • i \ / \ 4900.44 \ \ \ \ , I� \\ ' , & PELICAN LAKE LANE I' \ ` w , 1 w , ' i w \ \ I ' i 4922.09 I 4922.37 1 I I I � 2.0 /0 v 3: = H Z \ 0 2.0 /o _70....:.\0`)/0 ` • ` I i I 4922.09 ` \ \ ` I \ ///. / \ `\ ,,, / ` I/ w ' w , w \ w w i �/ ww , I wti� / ; / ,,,,, „.` '/,/' • • • • • • 4917.07 ; I • 717.34 • , z 2.0`;0"\ , ` - 4917.07 ` ` 1 \ \ \ `• \ `• \ `• \ '� �\ E i:e in 0 6 um p \\ `/® 4110 ♦ .•'•'1�.�.�Et � •. < ...i en 0 ! /-'�' / / , i � \ ` \` 4916.92 .� I I `� I `\ , 4916.94 0.0% \` \ ` \ 2.4% �' \ I 4916.61 I `� I • \ •.\ • \\ \ \ \ I `` ``, \` \\ \ � e`� ``\ \ BEGIN TRANSITION TO REMOVE CROWN ` \ \ STA1+6300 �`` �\ \ `� `� \• \ >• • `. �; `\ \\ `\ `\\ A\ � • •. ' '.. ��7 / / .♦ . i� C C7 ��.�• --!/,� �} ILLIII24 1 ' 1 i \ I /' / i / `- / / O — — - - - - / \ p 4916.78 —_ - 4914.53 I \ I / \�I \ `\ ` 1 +00 o oI `\ `� _ 4916.54 • \ •. I `� Iti d • e er �' o \•`� A ` `\ ` ` \ \\ \ `•• \\ `\ `\ \ I \ \ `\ ` ` \ 4916.16 •\ •\\ \ \ \ •- `` 4913.91 \ \` ` \ — ----- \` 18" FES \ `- - ` \ `• INV: 4912.97 , I w 100' ' — — — J \ a /� /I/ I I ' ' I a N — 1 — — — — 4918.36 4921.79 BEGIN TRANSITION 4919.54 4922 07 2.0% cN •2.0% 4921.79 1 ' I , i /'� 1� 1/// , 1 , / I / �•, 0 • DATE N CO _ -� TO REMOVE CROWN 4920 1• \ ' I / • �- 4918.02 STA:36+90.51 / I , , I \ 1 � _--L 4919.56 4920.75 / �, AO N ` \\ ` \ I ` \ ` / 18" FES INV: 4914.00 2.0% 2.8% \•\ \ ` ` �_ TYPE "VL" RIPRAP \ ` \ ```\ \\`\ \\\ ` \ (n • I __ N o 4920.76 37+0 o 2.6 / o o 2.6 ° 0 /0 2.0 /• ° 2.0 /o 41. \ Ni+ \ ` + \ I ` `\ `\ o I \ - Lpo 5 W=3', D=1' ` KEYMAP �I *� DESCRIPTION REVISED PER COUNTY COMMEI` , / a u ��i \ _1_5.01 - \ e \ ` • i , 4915.18 4914.57 4917.86 491.2 •� \ \ o N \ 3.0% FALCON DRIVE o ,` 4918.4919.77N •\ IN m38+00 ° 4921.68 4921.40 ` ` \ \ \ \` r \/ �` `\ `\�_o0 l \ ` ` `• ` \ ` ' I CULVERT 29.1\ ,' FALCON \ ° ° �i o �i DRIVE 4/° 0 2.9/0 0 �io 413.08o \ 3.0%\ ,?,:' ri o s.o% '‘.-4915.61 \ \ \ ,\\ ` \ \\\\ 1 c�i \ ` ROADWAY NOTES. 4918.14 o ---' c\i 1 _ - _ - - 4917.76 — 0 c\i 4917.16 491_7.54 '4 0 4916.60 1 `` \ \ \ ° 0 o ., �, �o; 4914.85 • \\ o o ` , `\ \ r> \ X4918.26 / \ \ 4920.45•/ 4920 79 �- - } ` ` �` �\ • 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE PROPOSED INTO 95% COMPACTION GEOTECHNICAL THE PROJECT. RETURN RADII ARE OTHERWISE 20' NOTED. TO IN TO THE 2.5/0 2.0% ` `, x4918.20 _ . ` 4919.35 ' ` `• - ----- 4916.22 \ \ ` ` 4915.23 � •\ \ T \ / \ \ 4920 -�-�-4918.60 H P \ \ 4921.29 ° 4921.01 I \ \ \ \ \ - -1),- - 1 �\ � \ ``\ �`\ • _-_--_� _--' ___-_ - ` - - • ' . ` 4915 ` - \ ` ` �� -` -•• -\- \ •` \��` `\ \ •`.` `\ \ \ •` \•• h 2.0% 2.0% - I I . . � \` x `\ •`. \ • .`� \ '`� `\ `\ \ •\ `� ,``, `�`\ \ `�` \`\ \`\ �\` \ \`\ `� `\` i `\ \e �\ `\ �\ \\ \` / \ Iv \ \` I /1 ; /,'��/ �' ; NIGHTHAWK `` \ \\� \ \` \\ 1 e �I \ 4920.6 rn • I DRIVE 4920.99 ,' \. 1 & �' \ FALCON � 4920.71 I I o DRIVE • `�` \ •`•, `. \ •\ ` ``\ \ \\` \ `\ \ `\` \ \` \ `\ \\`\` - 4920 _ - - _ \ �� 4925 - 4925 \ \ --- I _ �' -�.... � ` �° NUTHATCH _ ` • ` i WAY o i 1 � ...... ``� ` , ` `\ & FALCON `\ `� \ ` ``\ \ `\ `\ \\ \ `` `\ 1• `\ `\ \\+ DRIVE ` \ '` \ \ � `\ `�` ` `, ��` \`• \ \`` `� �`� \ �\ `\ •\\ \` \ • ` • •\• \ \� `\`\ \ `i` LEGEND REV. NO. / \100�� >O PROPOSED �� PROPOSED MAJOR CONTOUR MINOR CONTOUR aaaaaaa � / '7Or-• �, / EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 INTERSECTION DETAILS WELD COUNTY, COLORADO EXISTING PROPOSED GAS LINE SATCHE E DITCH -• - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT CULVERT/STORM SEWER NOTED INTERSECTION INTERSECTION INTERSECTION \ \I \� I ' i I 1 II �\ I I / \ / /� I i I I ' ' , w w II w i w y� ' \ , I II w ' \1 I , \ 1 \ ' 1 o 1 \ I 4910.44 `w\ I \ ' ' ' �' / , - - - - - / /' / i/ w / , \ �g0 0 24" FES ,: ' i , /' \ / v'' INV: 4905.20 , TYPE "L" RIPRAP / Q Lp=13', W=6', D=1.5' � y -- _ I /�� \ __. 0.4895 L I \ / �/ i ' '� 1 / /4906.21 �9p5 i 4908.46 I I / \ / BEGIN TRANSITION / ' I /'� TO REMOVE CROWN /90 i 4910.44 / STA:10+54.99• 4910.72 �� °l0 ' �� 21\ / 4904.87 4907.25 .0 010 : ° 4909.56 '4906.49cp ns° �o'o°ciP I o \ ++ `� s:' 490829 •�010---' \ ° S 4909.84 °1` L \ 0 1• \ 1 �Z�,,jl \— 004909.562�1♦'•�/_ p 0 . \ \ `� `� `` ` \ \ ,\ `\ `` \`�` ,, \ _ - 4905 _ J i \ \ \\ `\ `� �` \ `\ \` \ �` ` \`\ \ \\ \ \ `\ `` \ `` `\ Q o `, 1 h \. �`\ I \`\ I \`\ •`� \ `\ •\ `\ \` `\• I ` \` I `` I 490 \` II `\ \35 �. > 3 _ _ II = O Z 2.0% 4907 2.0% - 73 % I 4907.45 ` I 1 ' ` \ �--- \`, Q ` `'`•• •' `\ �`'- .-- `_ �,'�' -- / �_ EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE .`\ �\ \` `` ```._ `\ \ ` ---_-_ _-- -- -' ` 4900 -�.� - `� ` I `� -� --------- --'- -. ,. - `. FO EXISTING WATER LINE -_ ___ ------- -,,__\r--_,•�` \� \� -_ - ------------' ---- W OVERHEAD ELECTRIC LINES ` ` \ \ � - - - OF,EXISTING EXISTING UNDERGROUND ELECTRIC LINE \ . ` 4886.12 4900\ - _ _ _ _ .....\\ i I ` ` ' �,� �,,-----_- , E EXISTING FENCE \` 4890 \ - _s-•- - - -� - - - \ I \ • I - 100 , 4904.76'.- -s X `. -. - - — — — — i I 4904.76 — — — 1 - - - �� 4906.91 \ ° \ h 4907.29 J— 'INV: — — — — — --�-- '2.0 ' . ` �- 4886.12 - - 4895 - - _ - - I \ 24" FES,`�i . T � �.`36" FES `-� mss `• INV: 4886.16 `. 1488-98-09- ` 1311 YOU 811 DIG 1� 4904.66 4903.25��`,'490715`\`j14908.46 TRANSITION 4903.92_ 2.0% 2.0% 4904.47,'w BEGIN TRANSITION TO REMOVE CROWN- ----_BEGIN -- _ ______ _ --� •STA:27+30.75i -4905 J `-- TO REMOVE CROWN .11 _ �� /4907.01 4906.72 _STA:29+61.75 r - -\ ` T �r — �- -- _ - -- ` -• - I I 1 1 , I , ' INV: 4905.90 , I 1 / I I I ' ♦ �� 0 p5 I �` �► \�� ' 4907.96 �� i A9 . ,-' � 0 1$010 . 4906.85 ,�/ - % c\i ■ -- 4905.69 o c\i 4905.04 ° 4906.17 co o +Q0 ' 1.1 /o ° o 0.9 0 /o 4906.60 7 /0 4906.56 0 2.0 /0 — 1.1 — ■ 0 /o ,' ° 0 , 4907.00 c•> , / o / 1 /o =Rd o ° ,_- °'? - ` o ° N 1.1 /o \ 4890.44 1,' , •\ 0 0 \ . CV c\I `. , .1 1`)/0 4890.72 1.7 o /0 ° 0 0 c\i 4891.28 2.4 o /o _ ° 0 — N 4892.06 ° 0 o cV — _ _'.9 /_ I 4892.80 4893.08 Milli 1-800-922-1 A ri O R 987 I , 0' 4 N 90S ° M I 4906.12 4905.73 / �'� rn N MEADOWLARK p LANE - ■ ■ ° / 29+00 (NI 4906.70 , � ° ° 0 4907.43° N N ' 1 ' 1 ' 1 4910.51' Is° I 1 ' \ , 4908.59 p00 N , 1 2. �p► 4909.07p 0°I° � I 4907.39 i 2• _a�Q� ' � I° O � 0° Q 9` � 0 M� � 4909.76 ' 9k0 \''. 0 ,� '%22°I°0 4908.31 \ 4910.51 •u,„ / S 010 \ ZO �a 4908.73 �� 4909.61 • °I0 \ 0 1 ` \ 4907.32 `�° / `� w 010��' 4906.06`°4906.07`� ° 29 • , \ 4904.79 `. 4910.79 \ o 4909.35 \ o 4907.04 p I o� \ 2. ° ✓ \ \ \ \ �� ' \ ° I•' / ` \ \ R\ \ , 1 -. 11 4906.07 \ 1p , BEGIN TRANSITION , \ �9 TO REMOVE CROWN i STA:8+28.99 11 \ \ \''.4907.50 ° /, 4907.49 / coO / 0 i 4905.24 HP i `. 4907.04 \ \\✓\� . 4904.79 - _ ` \ ' \ �` \ \ ` 0°b `. ` A \ `°o 4906.35 _ cr \ \ • \\�`.� •�I v \ Os� \ \ _ Q ` �{ \ \� `� 4890.72 0 0 • 4890.44 N N ``' 4891.00 4890.72 — 0 N ■ 4891.564905.26 < 0 _ _ (NI ° 4892.34 0 4892.06 N MEADOWLARK LANE 4892.80 '� • N • / , , 4907.15 �, 4890 -, 4889.81 -' - - /4905 4904.76 � - 4906.24 / /. \� — � , - ■► / _ ,�, 4887.99 CULVERT 31 o _ _ ,� � / `� °? --4903.48 _ .4905.51 ^ )(- 4904.03 �'4905 ; ��` - _ HP 1 '_-'•,"/ UTILITY CENTER NOTIFICATION\ OF COLORADO ,f \\\11111 IIIII//////// Q\ pDD l/� \ O� , ./.. �,. ti. ' O - 2'. _ 37660 -�. �� 5/16/2025 •-` civ .i 4891.13 4891.28 . / st / 97 / 0 � , r 4903.16 , o 2.0 /0 ( o 2.0 /o , N 7►�I / ,' ,,_� CULVERT 34 / , \ �, . _ ! I/ _ 4g 90 4886.00 \ �� `\ \ �— — — — �� 36" FES ®r _ �4890.86 r C1 -- -...-1 1.9 /0 _ 0,—Q 0 1.4 /o o - - I _4889.03 "`- -- �� 48 95 - 489 5 �'` 100 / , / — / — -� - _ `� ------.' / 490 `� / S �/ , 4905.79!� I w o COao N 4905.10 , , , , w/ , / , I/ • / - -\\ „' 24" FES , — /' -_ , w INV: 4902.77 i /' TYPE "VL" RIPRAP /-\3c7 , , D50=6" / Q INV: 4886.00 o o . I I I \ TYPE "L" RIPRAP \ Dso=9" Lp=22', W=9', D=1.5' \ 4885.86 . - '0• m o 4890.77 01 ` - _ �� ti'a - r ao • �� m o - - ` 1 o `. o \ `- - --__ -- _ - _ _ - - • - - - - - - - _ _ / . / _ _ _ 4904.72 I / / \��``.\ ''---------- .' I ,� .�` '`.� — - •• .� `. --_ .. . _ - _ -9;9`. -. NIGHTHAWK 1 1 1 w\\\,`-,``\ I DRIVE 2.0% , 4904.82 \ & 2.0% ,', \ I` MEADOWLARK \ ` 11\ ` 1 , , ' \\ II jjjjj \\ / p= w / 4902.64 , r I I I w 1 I I i \ 1 , \ N 1 \\ \NOPL ```\`\`\\`�` `\\ `\,�\ `� \ `\ '`.� ,�' \ I \ \ \ \ �9 \y `\ `, oo `. - / \ ` \`• ` \ / LANE .l'•• .��/� ., \ \ / \6•...„' / S '••••.......•••,-'\C. S/ ///� ANAL ////l/IIIIII1111O 4885.87 BEGIN 4890.50 I • TRANSITION I I Igl42 I I j -• �- o 1.9/0 - a 0.3/0 Q 1`-. I I 4890.71 \_-----___ -- -_- -,� `-_ `.�.� i -- I,\\ y it ', i i \ 'I o, \`\ ` \ I I o I I \ \ I ' I \ ` ' _ CHKD: 1/28/2025 MEADOWLARK , 4890.14 1/:\ • LANE 2.0% 2.0% & KING 4890.14 FISHER `. WAY I 1 I I 1 w ` \ NIGHTHAWK DRIVE & MEADOWLARK LANE 0 30' 60' SHEET NUMBER I md 1" - 30' (HORIZONTAL) T2 61 141 WEST INTERSECTION INTERSECTION EAST INTERSECTION ....__- ..._ _ , ... - \j\\ ii ,, ,,,, ,,,, / / ----1 \ . 4 \ �� \ \ `� 4914.24 \• 4914.62 4914.11 \\ \ v9�S \ \ 1�CC \\ 4914.33 \ \ \ �� \ \ \ \ 4914.01 \ \ \ OO 24" FESV � ♦ \ INV: 4911.10 '' I� \�♦�� 24" FES 4912.10 .#. INV: 4911.10 �� 4914.35 O i`\ 4914.37 ./ S `� 4914.26 / `. / °\° / 4914.81 / �xO / i O9/ CULVERT / / / 4914.95 .00 INV: / / °\° // 4915.27 ^ / INV: 2O0 / �/ �° r / �`� - /4915.54 �O� / � ° % ,�'` 4915.26 / / x0 / / 4t _--- — — — , -- -- // ; ` 4S' / '� / / ,` 5 / TO BEGIN TRANSITION ,// // STA:1+64.03E , � ' / // \ / / L. \�/ / �` ��` ii / I O I o -_` �OxO i 2/ • \ IT::::::: `i► 4913.95 \ \� - OS� , o o\o \ \ \ 4914.33 . \71+00 � � O 4913.79 \ O \ So o\o \ ♦ ° \ ♦ °\° CULVERT 39A 'V \ ♦ 4914.17 4913.67 / ♦ °\° Oo ♦ o O o\° ° ♦�6� ♦ �� S° `y o ♦ / �/ 4913.90 4914.05 • ,�♦♦ a o\o O �� ti' 4913.76 39B „ 24 FES 66X 4910.52' 0O TYPE „L„ RIPRAP % D50=9" 4914.76 N \ Lp=25', W=13', D=1.5' 24" FES 4910.40 \ ' N. / \ \ 4912.66 \ ' \ \ // \\ ` �97O / \ u \ / \ `� \ �\`` \ ,`\ \ \ _ ---__\ CROWN \�� '- \N , 1 \ N. • • ___- ` \\‘ \. `` I � • `� °� I < E I 0 z - 4890 - \ ' _ - I -- -- I --- --_ 4880 �� — — �.0%2.0% a _ — 1_ _-----._ 4887.58 4887.58 .//, / /,/ /' ,' I __----'' // /.' �,' /////// • I ' / f _ �/ / , .'° /' /�/ f/` ----' .' .' �/' I __-_''-''� ,''� / \•_____L '- / ----------''— I ._ • • • • • I \• \ J 0 • ` `% 4905 / ♦� \` 4905 / c �►. II \ \ 4906.89 .. 4906.35 4905.72 0 0 0 0 N 2.2% N 71 +00 o 1.9 /0 4905.23 0 N o 1.5 /o _ 4904.96 0 N 4905.34 1 N4g 72+00 ps rT W ' -..' 1 '' �.'�' / ' I 4887.48 _____-_ -- - - 4887.86 _' 4886.29 100' -----------'--- - e _ - � ./../ ,' �' / /' --�i - -�-- _ I I - 2.0% 2.0% _ 1 __ -°\° - 4884.04 . - 4885 -' - / _ —_ i' ,' 4882.21 �� 4907.27 0 4906.73 o N a 4906.10 I 4905.61 O. 1.1% � ° FAIRBANKS DRIVE o o N N J ❑ in / (NI 0 — _ ` -. - - DATE CV — — _ 4886.19 4886.57 r - - _ � - 4882.35 - - BEGIN TRANSITION - = TO REMOVE CROWN 1�\ cfl 4906.35 4906.99 4905.14 4905.06 i CULVERT o • l r _ _� - _ 4884.60 4883.41• _- STA:1+63.00 — 40A o •�'� \ TYPE "VL" RIPRAP E — • r D50=9" ) I ®/7i r.� ■ r� n11�. . 4905 ° ` 1.1 /o ° 1.4% �_ Lp=25', W=11', D=1.5' — _--1--- _--'' 4885 0+00 _ _ - - - 0 2.0 /0 to AS 85 0 2.0 /0 2.0 `�� 0 % o '4883.29 - 4 /1 +00 o N 4882.49 2+00 I 24" FES �j rr ■ ■ ■ ■ ■ - = Ct.'� \ ` ° INV:4902.93 \ 4905.83 ��- ` \ °. 4905 ' 1 - KEYMAP = `i DESCRIPTION REVISED PER COUNTY COMMEI` - ° - 4910 �\ - _ 24" FES _ INV: 4902.96 I� 4906.15 ► \ `. o 0 + 4906.03 I i•INV: - ` - - 24" FES ` 4901.78 �_ -'�� -' 4884.37 -• I'--•0% I _ 4884.75 I 4884.09 - ° ri 2.0% o CHICKADEE WAY o N �- ".... I �o — — — — CULVERT40B ° ° ° — co I - - - o cm v o :.5% �� •\ �. 7% o it 0 24" FES rn er N. INV: 4901.92 `�\ - ---___- --' --- — - - - _o r` -— '' '' 4883.43 4882.82 - 4882.21 ROADWAY NOTES. __---- ' • 4881.18 y __----- —` `_ __- 4880 ►�_ \ ` \` ' i I `� �� I \ \ \ 4904.11 14906.31 i ° tI `\ ' I rn o 4906.39 ` I I 4906.15 4903.99 'I \ `� \\ • . ° ` `\ �°) `\ t` • \\ \`\ 2.0% 2.0% G '- ''- -- 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE / / ,asa2.5o 4882.88 , �� _ _'_ -- 4882.60- _ 4880.35 _ - __---'-� _--- '~ --' ----- -_ _- _--' ------ -_- ------' �,�'- 4881.17 '�,-' /,-r- 4880 --'�- l,/, , - ''-'-' l„-- ' ��' I ---''I �� _' - - NIGHTHAWK 4881.55 �,� / �. / ��I� I - '488-1.27- - �, _ 881.27 I_ I I DRIVE ___ '' --,—_------'- -- I I - - - — -,- -__- _- - '---- _ �''1-- & CHICKADEE -_____--'-- i WAY — — __—___-- --'--- ,-'-- -- - ��o m '' `° `� \ �\ \\` I ` •• \`. '` \ ° BEGIN % °°\ TO REMOVESTA • \\ `t \ � I ° \\` i `�\ II`\` BUNTING TRANSITION \ 1863 4+906.1 OWN d O0 I I o IN WAY — ` ° °\ 3 Z � m & 4906.75' o N• FAIRBANKS 4906.47 �, o I4 I I �`, y I \`\ •\ \ • \ `` ` .\ I` `1 �\ • •.�` I` • .`\` ` \�� DRIVE LEGEND REV. NO. \ / /0p�y -_ 1oo�� PROPOSED PROPOSED MAJOR MINOR CONTOUR CONTOUR aaaaaaa � �oo /� \�OO� / EXISTING EXISTING MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 INTERSECTION DETAILS WELD COUNTY, COLORADO /�- SORA WAY & FAIRBANKS DRIVE EXISTING PROPOSED - GAS LINE SWALE/ROADSIDE DITCH - - - - - • FLOWLINE SECTION - - PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED INTERSECTION INTERSECTION INTERSECTION / � / / IIIIII 4901.32I I \ 1\1 4901.04 I �,�� I', , . \ ` \\ / / / / \ / , \ \ / / / / / \ / / \ ./// \ / / ,-''' / �� ,- / / / /' / \/ \ , / / \ ,' / / \ �' • 4879.03 PROPOSED CULVERT/STORM SEWER ' �- �T` }- EXISTING OIL • EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE I 4901.04 2r 2.0% I I/ // I I/ I I i �` ', I / x ``� °` •4900.82 • I i 1 0 I 4900.79 1.2% r 4900.1161 ' I I BEGIN I TO STA:11 I II III REMOVE - V I I TRANSITION CROWN +26.18 o I I I \ /� / /• / \ ' '• \ X00 \ 4875.49 o i 4875.49 / / 30" FES INV: 1 i 30" FES ' / INV: 4875.25 / / 7 / CULVERT / ° / 1 / / / / / , / 1 I / I / 4879.41 / I / I / I 4879.61 / 4879.81° O a Ok O ° 9 BEGIN TRANSITION o N• i /TO REMOVE CROWN / STA:89+83.12 O Q, 5� 4880.19 4879.91. �� p'� // Q'`� � / ��0 V • •/ , ° / ` O // O- . / /`\ • / `� / / / • /` \ FAIRBANKS \ /' / 4879.31 O°1° . 's/ / °° ♦ 4878.95 �\ 4879.03 � O 4878.56 \ 'S° ° 4879.19 ° ,..• A0/0 \\ o°I° \ XD6 4878.81 •4875.25 ` • / �o 4878.62 \ /'' ° \ / .�J °I° \ 24B 91+00 2-• \ / / / ��♦ -♦ 4876.92 I� ♦�% °� O° 4879.00 \ 4878.94 2• \ ,/ ♦ �° °° 4878.45 / ♦ o 3 I ° \� \ •/ 4879.00 ♦ \ • 4878.91 °° ° ° • �so CULVERT 24A 2� \ ► \��i O°I° 4878.83 • \ o/° 4878.38 2 4878.33 . s° \ \ ° °I° \ \ ® 2� \ ° ° ° 4874.99 0 51 ,• 2 4878.71 \ I 4879.41 / 4878.43 / 4874.92 y�c ` 30" FES 4874.92 , INV: 4875.01 \ \ �f► ` 9�j. • 4875.00 \ • . ` �/ ` 0 30" FES \ / i INV: 4875.01 \ `Qs \ • TYPE "L" RIPRAP - - Dso=9" \\ Lp 25', W=13', D=1.5' v cp `. \ • \\ \ \`\ \ \ �`.� \ \ `s``��` \. DRIVE & NIGHTHAWK DRIVE FO EXISTING WATER LINE I �` -c . � �\ \ `, °` \ \ \ °° • • `` I o a I ri I 12+00 `° `, o ° col � �' I , �' I i L W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE i \ 4900.61 ` _ 4898.36 30" FES ' ` 4900.44 4900.18 4897.93 - X 81// CALL UNCC BEFORE YOU 81 DIG 1 I 1.5% 1.8% t INV: 4897.25 _ - \� , ° 4898.66 � �� ► 4897.30_ 0 490• \ • - a, ��-4901.434900.91 • �� •- _ • ♦ 4899.05 . / �- -4899.55 �/ / .---- ' - \` o o 4901.81 `� . 2.1% N. o o } N \4900.61 2.1% � ♦ ♦ --9..• ♦ A 2.1% o 0 o 4899.93 0 ``' 2.0% } 4899.43 a 1-800-922-1987 OR FAIRBANKS DRIVE o N o 0 4901.29 o rn ♦ ♦ 00 �O 0 oN 0 4899.65 4899.15 — �� I , C 4 4901.53 4901.01 ° (j ° I 4900 — // 01 ♦ �\,---- , _ UTILITY CENTER NOTIFICATION O F COLORADO \\\\\\\111111111111//// ��OAAAA��0 �/ / ' • • oZa __ 37660-z; 7 6 6 0 -�'•.. 5/16 /2025 .: - 'Q �' 1.2% 2.1 % �� I 4900 4898.06 �+ ` ♦ d / 4899.95 I �� 4898.01 , o 4900.25 ♦ — — ., o 30" FES — - _ 4900.38 I \ , t0* I I I 13+00 INV: 4891.00 �S` 4890 -� ---------__.' I 4897.80 4199.94 \-0.4% 0.4 /0 0 2.1 /o .�( 4899.72 ' I I \ ` t I I 4 TYPE "L" RIPRAP Dso=9" ••'. //FSS., \J� /O^1 �\ ///MIMIA I I1\\\\\\\\\ li -- — — --- '-- I 00 v 4899.50 � // ►o 2.0% 4900.01 4899.78° 2.0% I / 4899.50 I I / W I Lp=19', W=8', D=1.5' i i I I I I \ 1 I I I i j PRC5 PL ENG : TAJ ` _� CHKE DATE 1/28/2025 �, /'. ,' / PELICAN .'�- LAKE - -'� I DRIVE .,_-1-1 & FAIRBANKS BEGIN TO REM All I II T ANSITION VE 117.231 / CROWN 1. 1 DRIVE 1 I I 1 / / / 1 0 30' 60' SHEE=T NUMBER 1" = 30' (HORIZONTAL) T3 62 OF 141 INTERSECTION INTERSECTION . \ , , , \ , ...\,..v . . `` ` \ / \ r \ r \ r \ , \ \ � \ \ > _ - - `♦ --- ♦ I , , . / \ ,...‘ . \ \ , , , ci, ,\. . , , , \ , i , \1 ' / I °\° / / , \ ' / / \�' ,, / 1 / / Q, / i ,z) ,N, 4827.83 / / / G 1 4825.58 / / / 4825.38 4827.63 / / / .0% 4827.83 / // / r• \� / 4825.58 oo ♦� 4828.11 I O � 4825.38- - - - - %4843.75 ` \� /0\04827.63 o\° • ° , I ic•i '--•,' _ \ , . ' ..' .,' 4841.05 ,' �,. / I � / ' ' 4842.00 '� � 4843.02 / — — % , r _ — ' — ,. _- - O ,_ -- ,' 9°I° / r 2• 4843.28 ° o ``' 01 o° o° 2 � \0 4841.95 4843.02 �' , , , , , , , , `. `� , 4840.32 / - 4$�� °�0 4842.27 / 4841.27 4841.27 6°0 , , ,/ I►'' l / , , _, I , ... „ , .... , ,- ,- ...- ,, , _ , , „ , .....) , ,. , • , .... , , , - _ _ `. ,' / ,'' ,'' .. „ -- -- / ' ,'' a�� - - ' S it ^!, F g8g gyp' , 0 �• ,v �o �� ° �� , °l0 / 4840.58 ---------- / -- - �/ �_ _ , _ „--/ r — ,. ---- 4841.31 DO 4840.32' 4836.80�� /.� �010 �'-' r 4841.05 i .-' �� / � 4837.09 i / ' 4837.16 j . , ___... \ ,, .. ____, , \ , . ____ , , , . _ , , , \ , , t: /// , \,ix „ r \ BEGIN TRANSITION \ /\ TO REMOVE CROWN / i \ `, e STA:1 +63.00 � II i 8 ,' / Ap CULVERT E2 / ``•' \ - - - ----- O \ /4843.39' ` 15" FES \ / / //` INV: 4840.32 \ / 4843.67 y \ / / ° TYPE "VL" RIPRAP r / po Dso-6 ' \/ 4843.12 Lp=4', W=3', D-1' �pvp 4842.32 � � ° ° 4843.34 1/ 0\0% • 4840.59 ° 4842.60 / / / �// 8°-` i p\° \\\ 4842.84 ° i ti� 4840.29 •4843.22 ' �� O x 4842.32 � ti� '� \ ` . °\° 4842.54 �° / / \ O 4843.01 / r ��\°� \ / 4842.82 O' A0 4843.04 '' / \ 4842.54 0 ° // �c' ` Jo 0\ 4840.79 / 4840.79 / ,, \ ti 15" FES r \ i°\ 4843.10 �,l INV: 4840.75 \\ \ \ �,' 4842.82 �o 0\0 4843.20 \ '' \• rk \ L� 4843.87 ` / z , , , , / ; I i �► J / � • � , / // 4843.39 I / I / r / r / \ r / / / \ / / / i / o �� N° / \ .' E I in 0 Z O 11. r 4111 < _I Q Ce la I W Q D 5/16/2025 KEYMAP _ - DESCRIPTION REVISED PER COUNTY COMMENTS I I/ 1 \ I�° \ \ \ o x 4826.88 fr I+\ 1N\° / / I I ', l - - - - , , / 4844.01 � / /2�48434\M359/ y / , 4843.75 ' I ; I ' / ' / 0 �� 4840.66 ,�' 4839.70 •�' • '� ,'/ r / BEGIN TO REMOVE ; ! 7/ /7 / I / / / / ;/ / /� ' I ' 'i ' BEEBE DRAW / 1 TRANSITION CROWN STA:1+68.01 \ INV: FARMS , \ , 4841.63 , � i �� \ i' / i sr�p\'4840.95`DN\ < Fp ;840.`89 \ 2• \ 4841.17 0 ° \°18FES 0l° 4840.67 \ INV: 4837.67 `L• \ \ � \ • 4840.67 X0010 4840.95 \ \\ ` ` 0c '\\ \ �0 e o 4838.43 "' \ moo` ,p \ \ `4838.39 �• '� \ O CULVERT E1 \ 18" FES \ •' \ \ 4838.10 \ \4838.43 \ PARKWAY & EGRET ROAD -'�- ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ----- - -� \ , ' \ \ r 4843.59 / \ \'r \ . ; ,'�\\ \ , '' \ \ .' \ \ \ .''� I ›`'� / , \ I \ ' \ F0\ \\ , i► \ \ O 4845 Q qO ` oQs ,''�� ' i ' `. .`, �` ,` ♦ ``� �` KESTREL / \ I `� r -.� ,' 4823.61 ; , \ , ♦o \ ♦ \ i • ' COURT - �/ \ i \ \ \ \ �' \ \ \ o .-_ \ \ \ 410 \O I rr \ `�� I \\s o \ �° N \ . ` a CUL-DE-SAC LEGEND REV. NO. �� / 00 PROPOSED MAJOR CONTOUR �� >00�� PROPOSED MINOR CONTOUR �7oo 4414141414141 \ `� \ `. l� • ``..` i .� \\ `. i , \ � , �//. \ \ EGRET ROAD & BLUE HERON STREET / EXISTING MAJOR CONTOUR / �OO� EXISTING MINOR CONTOUR CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC & INTERSECTION DETAILS - EAST WELD COUNTY, COLORADO EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT INTERSECTION NORTHWEST INTERSECTION ` \ . BEGIN `` TO REMOVE . 1 1 ' II III TRANSITION STA:16+67.78 III CROWN I I , �� _ 2.0% I ---- \ . `� ; ` ` \ `` `. `, `. I `\ .� '♦ \ ``` \ . ♦ .` .♦ `` `♦ \ `. `. ♦ \ `♦♦ `♦` `♦ ♦1 \ `♦ ♦`\` ` ``--` j \ . ` ,`•♦ ` �' ` ` �� `� \ ` • • `•• • `• ` • • ♦` ` `� \ ; ' �` �` \ 1 • • • `♦♦ ``♦ •``♦ `♦ �,. ` `� `♦ ``•• ``♦ \ �\ �`� •♦`� `�' • \♦ �`♦ ♦`• �`♦ `• `• ` ' ` r ♦ ` ` z� `♦ `♦ •' . , `� ♦ ♦♦ `♦ I V, ♦ , \ . \.1.‘ s ♦ ♦ ,`♦ `♦ �♦ \ 1♦ ` ♦ ` \ `• ♦ `� Nt ♦ 4842.05 , i ` ` ♦ `l \ `jo. ` e` ��• ♦ ` • ♦ W e \ Z O W _ lil J • m \ \ 4842.33 _ ` `` ( '� ` �t• , ' '' `� I . 1� I , ` 'x � ` I `� ` .• I ` I• ` ,I ` \ �' P, i I I i � � `cz ' \ `♦ ♦ \\\ ♦` o ♦ . `♦ IIIII PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT 7 . OIL & GAS SETBACK • �_ • EXISTING WELL * EXISTING COMMUNICATIONS LINE i1 , it I 4844.16 I r'i ' ' 2.0% 1..1 % r 4844.44 r 0.7% 4844.17 \I I I FO EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES i r r ,� �� - .''' ' �� _ r `---- ,r 'IW ' o, p. J I 4845.10II 4845.97co 4843.72 I4845.15 �� r 4846.10 ° 0.8/0 4845.26 "f/LP=6', ° 0.1 /o cn • I . 4843.94 TYPE "VL" RIPRAP D50=6" W=4', D=1' 15" FES INV: 4843.98 / OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE •♦ \ `� `.-,' `. ``, ,. `♦ \ `♦ `. ♦♦ I '♦ `♦♦ `. _ 2.0% 2.0% 4842.05 I ` X \ - 100'♦ \ ` \ —\- ♦`♦ ° o ` \•1 \ ` . \'\ `.. — — — -. � BEGIN TRANSITION` TO REMOVE CROWN STA:5+23.19 4 T - -7 —�� ♦ l/ ♦ `. ` ♦ ` 4841.05 . N ` `♦ `. �• ` • ` \ ♦ 48404838.80 , `. ♦, ♦ 4841.33 d' ` ♦ �� 4841.05 I ` . . I ` • ` o `♦ 8a UNCC CC ORE CALLBEFORE DIG 81 1 . 4845 - T 4844.03 HP / 4846 10 0 4844.52 "2--_\ `♦ 4835 ` ` - . ` 4837.41 ♦ / . ` •♦ ` . ♦ \ 4845 • _ _ ` �` ♦ / " • ` �-_ ` - 4837.28 -- ` ` 4839.66 ` \ ,o �` ♦ ` I • `� \ `. 4846.07 4846.28 _�� W 4846.66 4846.78y` 4845 -� l� , '� 0.8% 0 o " 4846.56 Cl)Vi 0.6% Z ° co♦i 4846.75 0.5% — 0.5% �" o o �, — a \` 4838.47 5+00 4837.56 O " 4838.55 ♦ a 6+4141 "' .♦ O 2.0% o u? " 2.0% 2.0% • 11. i 4839.73 . \ ` �. . \ ♦ I ` ` `cis. ‘N 1-800-922- OR 1 987 4846.35 /' o "1 o o "1 W 4846.28 = 4846.93 a 4s47.o6� " EGRET ROAD � KESTREL \ o COURT 0 4838.05 " 0 4839.35 0 M 4838.75 ri o 2.0% 4840.01• 24+00 ' ` . `. ` . I ` - .` `• '� 4845 18+00 ` I♦ 4846.07 4844.03 O 4846.65 4846.79 - I `. ` �� •♦`— ` ` ♦ ` 4837.28 4836.58 H P �` _ CO � _ 4$45 %—� �' . ♦ ` ♦ •`. ♦\ 4838.69 --- 4838.41 �' \ `. ' UTILITY CENTER NOTIFICATION OF COLORADO \\�\\\\\\\PDllollll��///// p�.......... �\ \/ ; . O':O = 2• = 37660 �'• 5/16/2025 , _� 4844.40 4845 - / 0.8% 0.0% .♦ ��♦ 1 ` • •. . CULVERT E5 ,, _ A� .r 4844.43 — — — — — —; \ \ `` p 4846.68 ,' ,� 1 1 �' cam" 4846.81 4846.79 I a u7 a 15" INV: 4844.54 FES• 4844.49c _ ♦ ♦ . ♦♦ \ ♦, ` • 4836.16 •___,--.` \ `` •`♦ •♦♦ ♦` \ \ — \ \ — \ — \ 4838.41 - ♦ \ `♦ ♦ `♦ ` _ w -----. ♦♦ ♦`•♦ �`. �`. ``� I �� ,.4837.69 '• •v o 2.0 /o o 2.0 /o o . ♦ ` ` . 4837.41. `• . ♦ sz�. �.\\ • . `� �� \ .1. �, . . ` ' `. `.� �`. ij /\<<...... 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NO. -4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO o H z � W zz0J Z J ( Q�n nJzW oWJ> SOLiO DING PLAN WELD COUNTY, COLORADO 0 400' 800' Itttttttll� 1" = 400' (HORIZONTAL) 37660 -20% 5/16/2025 'L %/SS/ONAL /MIIII1111111Np\\\ PRO._ PL ENG : TAJ CHKC DATE: 1/28/2025 SHEET NUMBER GRO 64 OF 141 ID 0 II �I cD Ij XIT >iq x X 1 1 Lir 1 0 O IRO \\ 1 1 • \ • 11 II II II II II II / ' IOl 1 I Ib O Iw O • 1 1 t • 1 1 1 I 1 II E 0 O U- 0 U - X x I' 4I4�'j O U - • I , I I la L II 11 I 1 1 ► \ 1 1> 1 I /1 .5/ , 1 1 1/ • \ / / \ I l / • 1 \ • • • • *SS • \ • / / / / 1 / / / \ ♦ • • • • • • / / I I \ 1 \ \ 1 • \ N • • • / / \ \ • • • • \ • • 1• \ • • • • \ \ • \ ► 1 ► 1 • • • • • • 1 • • / • \ • \ • \ \ • • • • • • • • \ • \y / / / / tt • • ti / .r\ / / • / I I I I I I / I I I I J / / / / / • • // • • • • 1▪ , 1 //, i, 1 • • • • / / / / / / / /�/ / -� / / / / / / / / / / / / ' / ,' / / / ' - / / / / / / ,I / / / / / / / , / / / '. /'. / / / , / / / I / �� / I I / / / -' / i //, / / / I . - / / I / / / / / / / / / / / /1. / / '- / / / / ' / / / ,� / /- / / / /' / �� I ' / / / I / I / / ✓ / / I / / I I / / / I / / / \ 1 1 I I \ \ \ \ \ I L�\� -`��- \ \ \ • • • • • xx • • • \ \ • • • • • • • • • \• \ ` \ •I ♦` \` 1 •\ \ •\\ \ i \ \ \ \ `• �♦ \ \ \ 1 \ ► 1 1 I `\ \\ \ \• \ `1 ` \\ I • 1 I \ \ \ \ \• . \I .- \� \ \\ \ \ \ \ \ \ 1 \ \ • ` \ 1 ` \ \• \ \ \ • ♦ 1 1 I .'-�\ \ \ \ \ \ \ \ \ ` I \ I • \ \ \ \ \ \ \ \ •\ `\ 1 I I \\` \\\ '►` \`\ \ `1 `\ `\ \I I • I • `\ \ \\ \ `\ •`\ �/� I \` \\\ \; \\\ \ `\` \\ ` • 1 ; 11\ \\\ \\\ / ♦ \ \ \ \ \ \ \ 1 \ I \ \ \ \ \ \ \ \ \ 1 1 \ , \ \ / . 1 \ \ \ \ \ \ 1 \ \ \\ \ \ \ • \ \ \ \ \ •\ • \ \ 1 \ -'- \ `\ • \ \ \ \ \ \ ‘‘ \ 1 \ ` `\ \ ` I \`•11 \` \ 1' \\ `• \`\\• \`• \\• `` \ ♦`1 O \1\ \\\ 1 I I1 \\1 •\\` •11 •\\ \ \ \\\ \\\ \\\ •\\ \ 1 \ \ I \ 1 \ \ \ \ \ \ \ 1 I V_,•• 1 \ \ \ \ \ ` 1 G e I \ •I Van 1 I \ \ \ \ \ I. I \ \ \ I \ \ W \ \ \ • • • • / • / I / / / / / / I / / / FILING NO.1 • TRACT Q \ , • • • V • • • • • • • S. • • -- II r 4940 e. • • • • / • I • • I I \ \ \\ I `,‘ : \I : ‘ `‘ :: \ \I \ \ \ ‘I \ IIII \ CZ / / I • • • • • • • • • • • • • / • • • • • • • • • • MATCH EXISTING ELEVATIONS ▪ • III I I / • • • IN • • • • • • • • • • • • • • • • • • • • • - es • I ...c) • 1\ • • • • • • 1 • • • • • • STRAIGI-IT EDGE SAWCUT MIN 2 FT FROM EXIST EDGE OF 1111, 1 /111 1 / • • • • / REMOVE ASPHALT, MATCH EX PAVEMENT AT SAWCUT LINE. /I z /N/t/ :I, ‘‘• s I\ ,N, •NT, / /////:, ....,‘: -.....N'''••• „.. ..... • • PAVEMENT OR AT FIRM PAVEMENT (WHICHEVER IS LARGER), It • • / / / •\//,/ / / / • • SEE SHEET 66 I , = ----- / / / / IN WA F. Niet:_e____Befirkti.: I. I NE i IN Nal-171 4-‘ IP a .i Vak‘ .1 LI 41:11111 II NEW tall tillIA011111 IP -- - — AO= ic VA. "Lia ill Waft KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT I II FO OH X OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO El !.°14 Lij DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - 4444444 O fL)g z ic7) g zu., so_ u_ 0 WELD COUNTY, COLORADO PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR1 65 141 \ Y\ \ \ r• ;1 I I I 1 I I / II I- /11 1 11 I IH • I X X >4 11 >4 x O I'sj1 C7 , 11 ox GILL O UI ILL is • ♦ • • • • • • / / - 1 1 _ I A 0 1' 11 511 / • ` , , • r N I 4940 / /' - ---- .♦ • ' • • , \I; 1,. I I 'I I 111 U -I I. 1 0 U- 1 O U- / GJ - 1- , , % - / 1 I / / ' / / /' X/ r I I d XI ti x ,\ 1'1 I ' , I , S1 \ / I 11 , , / 1 • • / - • / - _ 4935 / — - _• • • 1 4930 _ 4925.00 ' G 4 4920.26 25 -- , . // 4916.62 G� • I / I / 1 / 1 1 I 1 1 1 TRACT Q 1 I 1 1 1 1 1 4917.50 1 • \ 1 • • • N • • I I C•' 1 I , I 1 I 1 ' I I ' ' • • 1 • , , , • • • • • • • • .\ N •CT r \ 1 • • /4922.87 / / /' / / / _._s__ -_--_ ,Mil ,I I / ,- i \I , \ �, 1 1 \ 1 I/ ; / ' 1 ` 1 \ ' `, II / / ---- 202 �♦ , ' I I ' 1 1 I / ,/ ---'- / I I ` ; I 1 1' I/ / ./ I I _ I I I I / / I I I I 1 I // , I 1 / / / / / / / �� I I , - I / • / / / /• / / /• , ,/ 4925.00 \ i .203' - /'1 .. L '� `• - 48/ 4920.07 4916.37 `✓/ ,,- INV: 4915.00 _ _ _ / 4916.34__/' ------, - - / L 4920.56 � 4925 4916.33 4916.62 I / 4917.50 / / - 4915.26 - _4915.26 4915.00 4916.31 -/-//'I-- _ / \I / / - / - - 4930 / / / • • • Ji 2 ca to u. 4914.00 SEE SHEET45 • • • • • 218 • I 4O I / I I 4920 • • • • N • • • • _ 4913.91 - 48" FES INV: 4914.00 4917.47 1.7% • TYPE "H" RIPRAP Lp=40', W=22', D=3' • • • 4905.00 4907.70 • • / • • • / • • • / • • • • • 4905.00 4904.00 / 4904.00 / 4900.03 • 0 • • I I I • I I • I I • 4900..44 \ \ --:•- \\-- \ \ \ \ II ‘I I I I I I I I I I I I I • • • • • / / • / • /\ I / I • I • • • • • I • • N • • • • • • • • • • ‘ ‘ \\‘‘‘ \s‘I\ \\\‘‘ \‘‘‘‘ ‘I\ ‘ ,I\ \\ \XI‘: \‘\\1•1\\II:1•\‘ • • • I I I / I I I I I • I I I ) o / / / • • • . ‘ N....\57 -L.0,5,\‘‘ 2: v:‘ i‘\ IN. \ \\I \‘‘,,,:\:\\\ II, \\‘‘• ‘, rN N , , ......, , , , I ,.... ....„ ,...., , , , . ,,.._, ...._ , ..........._ ,.. , \ , , \ , , „ \ . ,‘ ---- • • • • N • • • • • • • • • • • I! i I il Il III • • • • • • • • / I I / • • • • • If ..-- 5.0 • • • • • TRACT C / 4893.29 / • • 4893.69 4893.76 • • \ ‘‘ \‘‘‘‘‘I• \\‘‘‘‘‘‘‘‘‘‘ \\‘‘ \\\:\‘\1\1‘\::\::\‘‘‘‘\\‘‘‘‘:\ \‘‘‘ ‘11 liN\I::‘\‘‘.\\\\1\:\:::\I‘1%:\\\:::‘11:•\ \\‘‘\ \ \I • • • • 4900.02 • 4893,00 4893.16 4893.23 • • • o 4892.00 4892.00 • 1.1 I \ ‘‘ \\ \ ‘‘ \ \ \---\\ —1-2\--\\V"I\--\—\-----‘ • • • 0.2‘ \‘‘. 1:1‘.\\‘ \'‘‘‘I‘ \\\\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • \II \11. 1:\ \\'‘ \\‘‘‘‘ Ix\ \‘‘\:: %\\\ ‘‘.:\,:\l‘‘‘‘:\ \ • \\\• I I I'1/41' \‘‘‘ \\\‘ \‘‘‘X ..\\\.\\ ▪ ‘‘• ‘‘, \L \\ ‘s\\\‘‘,....\\‘‘:\ ‘‘ • • • • • • • r • • \/‘i I/1 .s.\\\:\ ‘‘,..\‘‘‘I‘N‘L‘‘‘ \\\II‘ \\•"\\:\‘‘\•:\‘‘ \‘‘ :‘‘‘..s‘I‘‘‘‘\\‘‘NII‘‘‘\\\‘‘\‘\ \N,\‘‘‘‘‘‘:.\\ \\\\‘‘., \‘‘‘‘‘‘ \\: \—\\‘‘‘- —\:\ \‘‘ • • • • • • • • • — • • • • • • • • • • • • • • • • • • It II • • • • • • • • • • • • • • • • • • • I I • • • • • • • NA • • • • • • • KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 w O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g z WELD COUNTY, COLORADO 60' 120' 1" = 60' (HORIZONTAL) PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR2 SEE SHEET 17 66 OF 141 I I•••\ \ \ \ • 4895.98 \ I ' `\ • • • \ \ \ • ` 4894.95 \ • I I 4893.07 • • , \ I I \ • \ .\ \\\ \ \`\ \ \ \\ I.�• - .r, / / , / / \ --P- - 1 y \ 1 ---- -_ 1 , \ \ • 1 236 \ 4905 _'S • \ \ \ 4897.55 I • •`• `\ \ \, f \ \ 1 \ • • \ \ \ `♦ i / . \ \ ,-. \ , 1 �•\ \ I , 1 , I I I I I I I I I I I I / I / • • • \ \ \ I / / \ / / / \ ' i \ •• 11,\1 \ '.--- / \ I -- . \ • .. \ _ I . ♦ ♦ \ \•\ 111\\•`` ♦ `\ 1_ ♦.• `. \ `\ `• `--4 re \ - \ \ 1 \ \ `• `♦ `•` ` \ \\ ,_`\\ • • \ \ / • `, / ♦ `\ .\\ \ ` \ \ \ 1 / / \ \ \ • I \ / / \ \ \ \ \ • ! •\ • • `\ \ •\\ `` ��-- \\ \ `\ •`\ `\ • A •_ `\ • o\I ` \• co i / `\ `• ` \\ \ \` \` \` •` `\` \` l \ / ( \ \• \ \ \ I , " \ \ I \ I 1 \ `. \ \ Q \ \ \ I \ , , \ I , , ---- `•` \ LO \ • ` I \ ` \ \\ \ \ \\ \ I /,/ , _, / / i , I \ \\ \ \\ \ \ /1 \ \ ` I \ • • / I I 1 I , • • . \ . • _ '-'•` . \ \ \ ` 1,` \ / • l 1 . . / t ..` \ • \ \ ` \ \` I •\\ •I / \ `` `\'/ / 1 •f •1 I �a \` `\ ` \ \\ ` \\ •• `\ / 1 ` I ' \ �♦ ^ / 1 1 11 I / ` \I \I \ , \ \ \ \ I 1 I ' ` ♦ • `. / I I I I / + 1 I \ \ ` `\ \ . ` \ ✓ I \ I I \` \ .. + I I I I /' / / / \ , \ `\ •• �,_ 1 `\ `\ / \• I / ` \ / 1 Iv, ,/ ,' ,' / `\ \\ \ FILING NO. 1�\,' ; // '; ''',';',','''s. •,., / `• •`• �,'' i \ I •\\ \\ ``♦''' ``` / �/ I `v'' ,'' ,/ / / �' ' \'c''...- \ `\ . 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I I • • • II I ` I 1• \ / I 1 • • O.• --=. 4840 ,' ' ---' • • I I I / ` \ / / , III / I 1 1 1 • \ _-w ' . • • • \ I •/ / / / / t G �'� G \ 1 \ \ G ; k ♦ \ 1 1. \ 1 \ \ I 1 1 • I. 1 1 1 / • IS, ♦•♦ ♦• \ ♦ •\ \ • • ` • \♦ ♦ . •\ \ 1 `. `\ \\ ` ` ` I 1 .♦` \\ \\•♦\ \\ \1 I I I \ I / `` \ \`\ \`• . \``. 1 • _ 1 \ • \• \ `5• • I • _ \ - \ ` • `• // II / • � / / • • • • ♦`\ • • ----- ------ --------- G • • G �C3 G__ -- G 'N___77., / / / / i \ / /' / / , ,/ -, ,,' /- , / / . - / / / ------ ___--_ -- / /' / __, -_ I/ / , , / / / /- I /G \ \ • • • • • • • • • • 11 • I III • If • • • • • • • • • • • • • • • • • • • • • • • • ,\I • • I 2 • • I III 1 % It \ • • I I II% G")\ 1 II I • • Xi X • • 1 \ O 1 '... ------- .-. -.: " " -- I • • 1 \\v1 I I / I I I It I I • • • • • • • • • • • • • • • • • • • • • • • • It • • • • it • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ------------ • • • • • KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT FO OH E- X OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 I- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. 0 fL)g UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO WELD COUNTY, COLORADO 0 60' 120' /////1111111111O PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR7 1" = 60' (HORIZONTAL) 71 141 I i • / I / 1 (.0 11 O/i CD i r11 iII 11 • \ 111 1 1 1 1 ICD CD O O 1 1 1 I�43 I ' 1 of w' O F / oh _ W Qz Z G X 1 1 of U_I \ e t'r: 1 I , 1 I U IL GI `t ♦ • e • • I 1 1 1 O U - c I 10 I 11 II II I I I I • L 4 0y 1J_ O U- I I I I I \ I I I I /• • • G _ • \ \ I \ \ 1 \'` ` ' ♦ \ • \ I `„• \ ♦ \ \1 \ ` ` ` I I `. \ \ I \ \ \ `` \ \ I ; ` \ 1 1 \ ' \ ` 1 1 1 \ \ I I I` I C4 I ` 1 , , 1 \ ) \ 'I \ I N ' , , 1 I I I \ 1 1 \ `, \ I 1 I 1 , I %I -\'' I I \ \\ �t \ 1 I 1 1 'l \ W ` 'I 1 I \ \ I I \ I CD ` I I I \ I I I I I I ' \ \ >I I ' ` I > I I I I / I 1 \ \ 1 I I \ I I I I I I I \ 1 II I \ , I I \ 1 I 1 `I I \ I \ I I I 1 . I , 1 , I \ \ \ II I \ I I I I `I I \ I / I I I ` 1 I I II II I� ; I I I I I I I 1 I I I I 1 I \ I I I I I I I I i 1' \ '•\\ \\ `1 I `� I , , I I I I I I \ I 1 \ 1 I i '; \ I \' \\\ '\\ I \ II , 1 , I I I I I / 1 I I I ' I\ I I I I I \ ' I 1 \ I 1 , I i \ I I \ I I I \ \ I I• / I I 1 \ 1 i ii I \ II I `` \`I \ I `\ 7 I • I •/ I I / I I i • I\ \ •'\ 208 ' , \ I \ `\ I / I / II \ / 1\ // mi. it mil \ I 1 , i 1 / "f.„. 1 I , I I \ \ •I ` I 1 \ \ \ \ \ 1 , 1 I \` \\� \`1 1 `, ,`, '\ i I\ I , 1 1 \ \ \ , I I \ \ \ \ \ \ \ \ I I I \ \ \ I 1 I \ ` \ 1 1 ` \ ` , , L_ 1 I\ `. , \ ` \ ` 1 ` I , 1• '• 1 207 \ \ \ ' ` • • • C- D \ • N , • C ,l e • \ I \ e \ • e e • • • - \ • • \ I � TRACT Q 11 • / 1—` / 15"FES INV: 4922.92 S. • I •II 1 ;•I I •\• I, I ♦ \ ` \ ` \ 1 ♦ ` `I• ` \ \ ♦ I \ • ` \ I \I \ \ \ I• 1 •I I \ `\ / \ \ • ` \ \ \\ , I \ N \ \ \ ` `• I \ \ \ \ \ \ \ \ I ` . \1 l 1\ \ I` \ I `\ I I ', ♦ 1 I • I ` ` ` \ I I \ I I • 1 \ I \ \ 1 \ 1 '\• \ \ I i I ' `• \ \ \ \ / I \ \ I--`�--`� —�-->----'1J I I / / ' I / / X / / / / I , / I I 1 / I ' I ; I ' iX • it 1 , 1 , / 1 \ • \ \ \ \ l • / 4925.55 / / / / / \ • • • • • • S. 4922.33 ` S. . 4922.33 4925.55 \ • J • • • I • • .` • • e \ ' ' / \ 1 1 / \ ', i \ I• I \ I 1 I \ co w cn \ S. \ 'I• �I. ` `. ``. , •e 5.----------------- - ,• • • \\I • •I `\I \ L• - . ♦ \ / _ _ — ` •`. `• `. N ` ' N ` ` `' \ ` -, S. / • ‘,..___„.\ � , \ \ CD G �_ G'`. TRACT C. • '� \ 6•. ` •` \ \— L • \ \ • \ ♦ \ , ♦ . . S. `, \\ —.\` .`JI .` ♦ ♦ • \ I \ ♦ \ . \ \ ♦ ` 1 ' '• N\ '\\‘‘‘ `\ ' `I \ `,•. I • \ • .` •\,• \ • • \,` .`\ \ ,` \ \ - -- \ `♦ `\ :.\\ ` `, \` • • \ o • II \\• \\ J I \` \ `e 22 ` \ \ \ • ‘: \t `\, `,` ♦` \ \` ``,` ` `,\ \ \ `� `♦ \ `� `\‘: `♦ ♦\ \ \ \`•\ ♦ \ \ I `, \\ \ \ \ `e \\ '`I \ \`I \\ \\ `I - o I` ` \ •Ie • ` c9 I \ ♦ ` \ f\ \ \\ •\` • ,\ ♦` W \\ \` \` \` I\ \ \ \ I ♦ I \ `I \ \ \ I \ \ `I \` \ \` \ `\ `\ `` `, `e \ ` ` \\ ` \ \ \ \ \ 7\ \ \ I\• • • I • ' 15" FES ``\ • `I \\\ •`I • \ 1 `, `I \`♦ INV:4923.50 `\ \\• I •` \ ` ` ` I - - - - - - e \ \ • SEE SHEET 66 V / 4915.00 . TYPE "L" RIPRAP _ _4916.74 - D50=9" 4919.43 Lp=30', W=14', D=1.5' I •`. . • - .• •-- • . • T G ` I \• • • `♦ \ \•\ • • • I' _ \ ♦ ♦ • •, ` • ` ` • \ \ I\ I \ \ \ \ I \ \ �\ \\ ``'\\ `\`\` \1`.I \•`, \ 4935 _../ / •• \ ` \ • •I• I ` \ \ I I ` ` I I I \ \ \ \ I ♦ ♦ \ \ \ ♦ N \ \ ` \\ `I - `I \\ • \I ♦` / \ • \ I \J , I I \` O • \ I \ \ \ ` ` • 1 1224 \ \ I \ 1 • \ 1 I \ I ` I , \ / • II I \ I I / I ♦ \ I I I \ \ ----I- / \ • • _ I , , \ 1 ` I , 1 1 ` \ I \ I \ \• \ \ I \ \ I•' I \ \\ • • ._,,.....7___I.... � — ----( \ O •\ ` e ` • ` . ` . e \ . \ \• \ \ • e \• �`. •`. `. N —` \` \ • �\ I SEE SHEET 76 • • • • • • • \ `` `` `` • • • • •• `` •\‘‘•„\\•,,,,\•\\ ` ♦ `• ‘• `,`•\ \• ‘•\ MW• mil \ I \ • \ I I I • •• \ \ \•\ `e \ \ •. `♦ `�, `♦ N `\ \\ \I `\ \ `♦ `\ `\ \ \\ \\, `\ \\\ \ `\\ `, ` \ \ ` `♦ \ ` \ \` \\ \\ \ \ \ •\ \ \ , \ I \ \ \ \ \ 1 • .♦ `� � ♦ `♦ \ \\ ``\ `♦ `\ \ \ \ ♦ ♦I '\ `\ \\ `\ \\ `\ `\ `\ `\ \ `\ \ �, �\ . `\ ♦\ \ } \\\ \ •\\♦ ♦• � S -\�`• \ `I1 I�-\I\ \`, I ~ •} •\• • ``\ ♦ ` ` \ `, , \ `\ `, `\ •`_ •! 1 I I I I •1 I I 1 I I \ '\ \\ , . too,• \ \ c, ♦ I I3 TRACT D'\ \ \`G • t\ • I I • ‘‘‘ sil•i1/4 ‘‘i \\ I. . ‘. ,‘ \ \I.\ I I I \I% 492-9 • • • • • • • ‘ ‘ ‘ ,,...\ • : 2 I I I 1 I • • • • • •\\\ 1 • ‘• • • • • • • • • / I I• • • • • • • • • • • • • KEYMAP 100.00 / ( LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 <H O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) ITz op z „Jo gzzz IG‹ R000 WELD COUNTY, COLORADO 37660 11-1--- /////1111111111O PRO_ PL CHKE DATE 1/28/2025 SHEET NUMBER GR8 72 OF 141 �- - \ \ \I \ `\ \ \1\ I ` 11 ` \ I \ \ \ \ \ `\ \ I\ `\ \ • \ \ `G • \r `� • \ , \ \ LO 1 \ , \ ICOJI `• \, I `I \I 1 \ I \I� \ `,` \\ \ I \ \ ` \` ` ` \ N `\\ \\ `\\ `\ \ \ ` `\ `\ \ `` \• \ \ , 1 \ \ • 11 I It / i , I I \ \ \ I \ \ `\I\\` ' `\ \ `\ \ ` \ ` \ \ `I'\ X ` ` \\ I\ \ \ ` \\ \\ \ ` 1\{\\X \\ \ `\ `\ \ V \\ \ \ \ \ \ ,,,\ \ \ `\j`\ \ `\ ` \‘‘ • I'• I'\\ \ \\\ i\'‘‘I‘I'\‘‘‘‘\‘ ` I ♦ 12, \' \ `\ lam\ `\I\N\\ 20 v. • \" \\ I \ \ 4899.55` G \I • \ ` ` ``\\ \`` \` \\ \\ \ \\`\\ \\ \\ \ ``\ `\ \\ \` `♦ \ \\ `` \` \\ `\\` \` \` \ `\ \I\,\\\\\ \\, `\`\`\ \ I \ \ \ \\ V \ \\X\ \ \ \ \\`\ `\ `\ \ \I \22\X\X‘X‘X\\‘‘X.:\VX \ `\\\\,\\ `\\\`\, \\\\\ \\,`\\\\\\\\`\ \ \ \ \ \ \` ` \\ \\\\\\` `\\,\\\\\ \`\ `\ `\ \\`, \ `\\`\\\\ \\ \ \ , \ , ` \ \ '`, \`\` \ \ `\ `\\ `,'` \ \ ,\ `V•; `\ \ ``,'�V ; \`\ \ `\\ `\\'\\ `\\ \ \`\ `\` \ `II \ \ \` \ \\ \\ `\ \\\X\ \ `\ \\ \`,\ `\ \\ \\ `\\Xx\ \ `\ \\ `• \ `\ \ `\ 1\ `, \‘‘‘‘‘X\ \'` `\ `, `, \ `\ N. ` `\ `, `\ `, `, \ \` `\ `\ \ `\ \\ `\ `\ \ \ 212\\\, \\ \ X\ 2, \ \ \ `\'\ '\ \'` ' `\ \ ` `\` \`\ \\ `` I\ \I \ ` \I\ \\`\I \`\\♦ \\\ , \,�`\\\\:1\ \ , ------- II L `\ 4904.47 \ 4904.47 4906.25 4908.92 T \ 4910 \ 4910 • • • ` ` `\` \ `\ \\` \\ \ \ \ , V\ \\\\\ \ \\ `\'` '` \ `\ • \` `\ '\ \ `\ `\ `\ \ `\ `\ \ / Iv. • `\ `\\ \\ \\ `\\ `\\\ ; \\`\\ \\ \ `\\ \\ \\`\\ \ \\ \\) \ •, \, \\ \\ \ `\ \ ; \,\ `, I\ `, `\\ `\ \\\\\I \ \ \ , \ • A \ \ `\ \\ \\ \\ \ `\ `\ `\ `, \`\ `\`\ • ` \ \\ \ \\ \\ \ ` \ \ ' - ��_". \ \`\\ `\ \\ `\ \ `\\ `\ \I ,I \\I \\\, `,\\\\ I\\\\\ \I �`\` .`\` \` •\ \ s \ \ \ \ - \ \ \ , , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \` '` '\ \ \` `` '\ `\ LO\'11'\ \O `\'` \` '\ \ '` ' \ \` 1 \ \ \\ \ \\'\ `\ \N`\\` `\ \\ \ `\ \\ \\ `\ \ \` `\ \\ in \ 1 \ \ 1 \ \ \ ` \ \ \ \ \ \ \ \\ \ \ \ I 'I 1 \\ '' \\ \\ \ \\\` `\ \\ `\ \` \\ `\ \ ` '\ `\ \ ` 11 I ' O \1 • \ `, \ `\ \`'\ I\ \ `, `\ `\ `\ \ '` `\ ` \ I I 1 1 I \ \ \ \ `\ \ \ \ \ \ \ \ `\ \ `\ \ I II 1 l I \I \ \ \ \ `X X, \\ `, \ \\ `\'`\ \`\ \ \ `\ I 1 ', \ \\ I \ `\ \ ` `\ ` `\ ` `\ `\ `\ \ \\ ` \ `\ �' ' I 1 \ `\ 1 `1 `\ \ \\ `\ \\ �\ \ \\ `\ `\ \\ \ \ \\ `\ / / \ \` 1 I I TRACT E \\ \ \w 11 `•• ,' ,� / I I \ \ 11 I I \ ` \ .\ , \ \ 1 \\ `--. `\ \ I \ 1 1 , \ \ • / - / / I , I 1 1 %••• ' 1 `• \ 1 I I' \ \ `\ / / / . :I, :\':‘, I / / / I 1 \ \ \ \ \ \ \ \ 1 1 I \ \ \ \ • \ \ \ \ \ \ / \ / II \` \ `` ` - \` \\ \ \\ `\\ \\ \ \\\\‘‘‘ ` `,� \ \\\\ \ 1:1X \\X‘XlX::\‘‘ • I • XX \\\‘:::::‘:"\\\\X‘\ \ \ \\:‘.\:\‘‘:::. \\\X \ \ \‘‘ \‘‘ : \X : : \\ I / I \ \ \ \I \ \ \ ♦ \ - - ' - - `- I- - - -` 1- `- - I\• TYPE "L" RIPRAP D50=9" \ Lp=16', W=7', D=1.5' 30" FES INV: 4905.25 / 1 ' I - �/' / I---' ,---_-__-' / / \ \ \ \ \ \ \ \ \ \ \ • \ 233'\ \ • • \ \ \ \ \ \ \ • • • \` \ • \ \ • \ \p, \ 4899.56 \ • ♦ • • \ \\ \ • �� \ `\ \ o \• \ \ tr \ ` ` `• \ \ \ \ \ • • • \ \ • \ • • 4915 4920 —ice V • • \ \ \ • \ \ • \` 4970 \ \ \ V .\ • • • • \ • \ \ ` `\ `\ \� T�\ \ \ \ \ \ \ • \ INV: 4906.21 / / / / / SEE SHEET 67 I I 1 1 I / \ ``•\` \` ``•\ \` I I / \ `\ `' ` `\ I I / \ \\ \\ ` 1 I / / 1 I I I / I I -/- -� -r I I / I I i I I ' g05, /// 1 I 1 J I 4905.58 I I 4908.20 -r •11 / 235 • • it • • • • • • • • • • • / r I I 234' • • • \ ` \ ` \, `• ♦ \ `\ \\ ` `•` • ♦ \ \ ♦ \ \ \♦ \ • 1 L l I\ ` \ \ •` \ \ S. \ ♦ , \ , \ , • • • it • tit • • • • • • • \ \ \ `\ • \ \ \ \ `` `\ \ , • I , \ 1 \ N \ , • • • \ I ----� _ _-- I 4905 - - - - ------------- - - = 4910 �g15 I) I e 1 I I I I I \� I 1 1 I ; 1 t I 1 \ I I 1 I 1 1 I I I I I • / / / • • / / / / / / I I / / I / / / / Il / / / I 252' / _ / / / / / I I / I I / 1 1 / / I I I / / I I jl, 2 V _ _ _III-1::::,,,-::::\\‘‘‘,.‘,\::::\::\\,‘‘\\\\:1II.1:•,,,V‘ \,,,,.\\:‘,I\\.\\:( \\I 2:, ci?,,,,,),::\ ,,,‘‘,.::II:\ ic,\:: \I: \ \\V \\ : "\\\\\, ,::: \ \ 1 _v1\1\2, \‘‘ ‘‘\\ ,..0‘‘,.\\V ‘X,‘ X\ :‘,._...,\(.5\X :Vs \ XIV Lc:\ \ I I i.........,:::::„.,‘:::\\IT\Vii\\::\:\::::.,:::\V :‘:\ \‘‘,1\\: \ \:\I \‘‘:111—\‘'‘.\\\:\\II:\•\\\\1:1‘1\1=1X,,II‘II‘\‘‘ \ ,\ \\ \\ \ \ \ \\ \\ I\ \ ‘: II\ \ I IX \ \ X 1 : : \ : : ‘‘ X\ \ I X X • i IV\ \ • , • • \`‘. \‘‘`‘2:•:\v-\\ `‘‘‘‘ \ \‘‘ ' • • • • • • • • • • • • • • / / / I I r I I I • : ‘` \\ v. / / / / / / / / / / I i / I / I I II I I I • I • • • • • ti • I • • • • • • • • • I • • • \ • \\ \i‘,\:•\:: •Vi .:2‘ \•\\ il‘ \\•\ ‘.‘ \‘‘V\ \\:\• \\V 1.1 \ \\,\X\V X: X\ \ X\ \ \ XX XX I 0 C.) 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IIII I I 4887.92 • I I MORNING DOVE LANE- - • • • • • 213 • • • 41 / / / / / / / / • / / / / / 74 / • • / • • / • • • 0 SE7rSHEET 77 • 4915 4915 4915 • 4905 • • 4887.59 • 4887.59 0 • • • • I 4887.92 4898. • • • • I I I I I I • CA 15" FES \ \ 21\4 1 • • / / / • / / / • I il I I 4, 925 ----'-- ---..---__,_T.,, ,, \ 1, ‘. \\I:2\ \i`.:\i‘.4f,s`I.:2\\‘‘1•.,,,\‘‘\i‘‘`,.‘1:\‘‘",\.\\\,\‘‘‘‘‘,\‘‘,\\:\,‘:.,\-1‘,‘\\\‘‘‘‘‘\‘`‘: `1,::1`.\\‘‘\::1::::‘11\it\IIIII\11,:i'l, \ii‘i\x\`,4‘181‘vi: 5:', ill ILL JH IV 4920 -------- ---------------, 7 ..\\T„......:,..\\:,:s...- _,..,,,, „.v, \ \ \ ,.....„, \‘‘\„. : s. /: XI • IX 4910‘1 \\•- \ \ \\ •7‘ ‘ 0 \\I 1\ 1\‘‘,:\X‘: \‘‘‘\‘‘N\\‘‘‘ X:‘:•‘\•\I \‘‘‘‘:\ell\ 1 \1\1\11‘,1\II‘ :IX ‘1\ \ \\X ' \XL\ \X. \‘‘ \ \\ \x- \‘. 1: IX \ \X- \SX \ \ \ ' \'‘‘X \ '1,1 \ \\ 11, -II III lill \ : ‘ 1: ‘ ill \::: \ :1: ‘1 111‘:::X: \\XI :: 1\1 11 .1:11 III 1 i 1\ \\I 1:11:1 : 1 \ 1 t: x \\\ \\ 1: IX II I X II IX It i\ IX\ : 11,1\ : \ \ li l'i \II II ‘ ‘ I Lij x \ x : IX 1 \X : IX : 1:, :11‘1,:: 1\ ,I\ 1 It I 1\1, lit I \ 1, It .1\ ii: \III\ \ \\ \\IN.% Ii\ii II: LIJ V / / // / -- , - - :492:- '' — — -- / / ti 1 1. I ‘i X: \ :‘ IX : 11\11 \ it'll \\ \X i : 1 : \ 1\ 11,1 : : 11 X .111 1 1 li 11\1\11 :,71, it \ I\ I\ ,.‘1,\.11 :II II , It\ looLat \ i • ' I\ iiiii\.‘IIIIII Xl\\IILIIII\I 111 XII I' IIIIIXII 111\1‘ 1\1\ It 11 it: _;,.\11111 1111 i_LII: 111:1\ 111\11 \ I'l -1,1111;\\11111111.1111 11 11 1-Is\i''IC:)11 11111\11\11:‘1\111:111:::3 :11 \II:111111'11I :1\1\1\ 1\\11 / I I —I— \ •—•-•%. :Irv\ i—cc:)I iII1,1,111.\I-1,:,,-------,,,x7-‘,„1,_,I‘i,_:‘,::\., \\\,,,:,::,,,;\_\\,-,,:\i :--:\ , , . , I ,,,, , „ 1 , , 1‘1, \ \ \ , „ \ , , _r__,.,,,,‘‘,'II-I,',--,,,1i,\,‘,\\'‘'I\\\:,,,\\‘‘ \\\I‘:'‘‘1,:\,\,,,\\.\\\\\\‘‘'‘‘ii ,' '‘',‘:',1,',,t,',\, i , I I \ \ , \ , ,\,,,‘,„i„\I ,‘‘ ,„, „,• , „,,, , , A \ x X ' x X x ,1 1 A , I I co o , ....,, ---::::._::::. 2 _.::"....:....i‘X.:1\\57-C)....‘,..---3...‘,;,.C): \::::"...\\11, 2111:\ \\,\,,c I • • • • • • XXX N • N • • • • • • • • • • • • • • • • • • N • • \:, ‘ :‘ X • • • \\‘‘i, N:: I / I )171 it XI X X I \ • • ‘ X, ‘ \ . X ‘ II\ \\\‘\::•\\\VN \\,:\‘‘ :\N\\‘‘‘‘ \X \\II • • • • • • ----- ',.... . .s...,--'......*‘ ..: 2 ...... • • 400 4900 • • • • • \C5: 1 • • 100.00 / SHEET NUMBER FO LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) w i_ O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -<KKKKKKI 0 fL)g z WELD COUNTY, COLORADO 37660 PRO_ PL ENG TAJ CHKE DATE 1/28/2025 GR9 73 OF 141 r,- -- - - - -,-,- -•- , x I 1 I I I 1 ' 1 1 I 1 / , 1 / I I • \ • \ `♦ N. • ` ` \ \• \ \ ` ` \ \ `• ` \ ♦ `• N. \ \• • •` S. ` \ \ `, \ \ `. \,..., 4890 _ G. 6TRAC•„_ 1 4890 • --•, • • `• \ - © 4885.70 •-, \ ` ` \ `• --" 4885.57 \• • \ •.'' \ \• `' \ • '• • \ \ 248 , S, \\.\ \/ I\ .\ '\ I \ I \ I `\, 249 c \ \ \ I• \ 7 I • \ • N \ • 1- \• ` ▪ • • • - • • I a I1 1 • \ • \ \•\ • • \ T - 4895 — \ 48951 1 1 I ' I I I I I I \ \ 1 I \ I \ 1 I I I I I I I I 1 ' I I 1 \ I 1 ` I 1 1 \ \ I 1 \ \ , \ \I I \ \ I 1 \ 1 1 1 I 1 ` I I 1 \ , , I I 1 1 1 1 1 \ 1 1 I I I 1 1 \ 1 1 1 \ I II 1 \ % 1 I I 1 \ I 1 1% \ \ 1 1 \ \ 1 , \ 1 , \ I , � \ \III 1 \ \ , I I \ \\ , ,I\rt,‘„\\\\ \‘‘. • I / , �♦ .- .- \ \ ,‘ ‘,,_\ _ _,_, _ ,_ \ v • • • / / / • / I` \ `, • `\ • `\ / _-_ _ TRACT Lit ,:,, \ ‘ \ / / I \\ \ \ \ \ ` \ `\ /' \ / ,' ,-� ``- 1 I .\ --f , `\\\\ `�\ \ 4890.00 k, , , , i\A, \\ \ ‘ \ ' N , \ \ „ ‘ , , , \ , \ , \ . \ \ , . , , \ , . , , \ . \ , , \ , , . „ , . „ . • , • , \ , , ...„. ._____ , , \ , . , , . , , , . ‘ ‘, . . • • / • / • / / / / / nO N / 1 li • • • • • • • l'iii I\ \• a. , , I\\ \ \‘‘‘‘‘‘ \ 7 \\\ ,......„,,,22,:: \,, \ N.N‘,, / 1•, \• .--• /7 \ I I \ \ \ • I \I 2 \\• • ._ . • • \ ...'-*-:------------- .-----"\------..:****...i60 • V • • ` • \ / 9 - -4900 _ \`��\� `\`��` `� `��_--� '/• \• • �•\`,`• --,- / /,-•--:I% ♦ _ __4905 __---_`\`\\\\;\,•\\,I � 4910 - _ ^_- --\ \ \\ \�\ '-----'' / ,' -- _ - � . \ \ \I \ �i• • • �• , . `, \ `. -- -_'�`�_ -,- 69 ------ _^- ,• \ \ , 495, ---- \ \ 1 I `\�- 4910 `\ \1 / \` \` \` \` \`•I 1 ' • • • _ \ `\ • `♦\� - /, --� // \ 1 I \ 1 I I Imo, I :0, • • -fir----r��'� �'�� %��_ SEE SHEET 78 ♦ \ \ • , I-- / I►/ • 4885.70 / 7 I Y/ I /, 4885.57 • • • i SEE SHEET 68 IIJIM ....1, -MN Il l --I • • • �, \` \ `` _II L \ - \` 1 , ♦ -- • • - 4890.79 • G) • \ • • \ • \ \ \ N4886.86 / I„' ) • // I11 ,\I i 0\\ • \ b \• \ 0 I \ \1 ,/ I \ �i 1 / __-. I \ \ -• `. \ \ 0 -\ `\ / 1 \ , \ , / / \ i / / - i / , i • , i • ' , .- , / i '' - `. _ _ / /' \`\`---•'' '' '' • - .'' / ' - 48,95 i / • . • i . , • • • N • • • • • • • • I I / / M MI • • • • • • • • • • • • LLI Lu I II Lu NN Nm • • • • • • / • • • • • • • • • • / / • • • • • • • • • • • KEYMAP 100.00 / / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) 1(12Zg 0 gzzw IG‹ R000 c`! WELD COUNTY, COLORADO z_7_ 37660 PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR10 74 141 4900 00 /,- _ __4-4890.62 ----___- / / ' 1 , / // , _ b` / / / , �, 1-7 ;147 7-,,,'„,,, /// I ,; ti I' ' / `\ ` \ \ , , `\ \ 1 I • I,,,,,.\,. `\, �`\\\ \ �` 4905 \, \\ `\ 1 I ` \ ‘..\\ `\ `\ `\ `\ \ I\ ` `\"\ \ \ ` `\ `\ \ . `\ \ \ \ , \ \ I I 1 \ \ , • • • • • - \i\ ;\ \ I ,- J 1 %\ / \ / / I , ' ' �' / / \ ill 1' _--- ♦ 149 1 /1 , / /,>., \ ,\ / / ,/ r -- / ,'- ♦ I / ♦ / / \ • • / - , `/ ' / O ./ / /..C,- '—•- ��mfm SEE SHEET 69 ``__ \ i , '• `� \ \ 54" FES 4878.53 _; ' 4894.90 _ - \ INV: 4878.53 4894.02 4888.60 4894.90' 4900 4877.84 ' 1 4877.87•,- ``� - �`\ \ ``�` / ♦ \ - . ` ` - - - IX ,' TRACT I- X -`; '` ;'__x, _ \ i 1 / ` ♦I t` I I / • \• 4900 4885 s��►�'sr I ' ` ' 1 \ 1 r--rt- ` /� _4878.34 \ 4888.60 \ \ `\ `\ `� �'� ` , \ \ '\ \ \ \ 48 0 �` \ \ \ \ `• \ `\ ` 9 �+• \ 4894.02 \\ `\ `\ N. \ \, \ \\ 4878.39 II ``I \`I '\ N. ♦ `\ \` \` \ `\ , S \ \ \ \ \ I l \ ` N ` ` • ` • • 1 / \ \ \ \ e \ \ ._, `\ `\ `\ L'O \ t TYPE "M" RIPRAP `\ • \• ♦\ \\\ `\\ •\\ • \\\ -.\ ---- `\ `\ \ \\ `\ Lp=33', W=13', D=24" ``\ \ I • 139' \ ` \ ` ` ,- ,- ,- -- \ , \ 1 1 \ \ ,II :\,::%‘.1%00,,,i3::‘ \ \ \,��. \ \\I I:\ \\I% \ t‘ • • t.- , _— — \ V AV1\V\\ , \ 1 Cs� \ , V ` __ % \ 1 \\ \ \ \ \ , I 1 I \\\1I I `O`I `\I,\\ 1 ` 1 I , \ 1 1 \ / I / / I / 15" FES - _ INV: 4905.66 \ 1 _ I \ / I• • • • • ♦ • • \ I 1 I. 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I • • I 1 / I / / / 7 ----- I . 1 • I • I • \ I \ \ • • / • / • I I • : I I I I I / .' -. I `♦ / I I \ I \ I \ \ 1 1 • I I • • • • / I I I / I I / / / / .` \ ♦ I I \ , I I \ I , • / • s. / I / • • • • I I I II I I • I II • / I \ 1 I ! I II 1 I / I / / / / / / / _• `♦ I ` `•II I ` I 1 I / • • / • • I • • • I II 1 1 1 1 / 1/ 1// /' ,'' i� \� \� \ • I I 1 11 I • • Ii I I I I • I / • / • • I 1 II • 1 1 1 I I I I / / / , i-- -\_-- . 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I \ \ 1 1 , 1 I � i O 1 , , \ \ ` \ S. \ \ . `. / I \ 1 / , ` ` I I 1 � \ \ 1 /I I I \` \I I I 1 \ \ • • \ I I I I , 1 I \ 1 1 0` \ 1 I 1" O i ' / I I I I 11 \I `, X%\ \\ `` ``\ ``\ • N. • \` I II \ I 1 I I 1 `\ II \ `` I\ '\ 1 `1 1 I 1 I • I I • / I 1 I I I \ \ \ \ \•\ `I _ ` \ \ I 1 \ 1 1 I I I • I I�\ �-' �,.' ,/ / II \ \I • I \ \I \1 \ 1`I ``\ • `♦ • ``• ♦ N. \ `, `\ I 1 I ,\ `\ `\ `\ \ 1 `, I I I ; 1 `, 11 I • • • ------�-' I I 1 1 . , . ` / J I \ \ \ \ `, 11 1 I,\ 1 `, 1, 1 1 -'/ `1 ; II I ; II II I I \\ \, 11 I\ 1;\\ `I II\ 11 I; I /' ,' :I ' I I 1 I I I I \\,\ 1 -' / I ' I I ' ` ' 111 ` ` ` I\ 1\ ` \\ limf -i-i��-�-,WN1li•\ "I. LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / 5- oo / EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE 00000000000000„0 ; NORTH AMERICAN GREEN SHOREMAX >°° / 5°°/' OR APPROVED EQUAL SHEET NUMBER NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) W 5/16/2025 Q O DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - l*l*l a O z F- )g LJ z Z W CV J oq Q.zzO� Z U Q Z RUO z�Jp� W So_ L_O WELD COUNTY, COLORADO 37660 ��^•, 5/16/2025 /J S/0NA111111110 � PRO._ PL ENG : TAJ CHKC DATE: 1/28/2025 GRII SEE SHEET 79 75 141 FO W OH E X ;o�000000000000000 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) W 5/16/2025 I- O DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. aaaaaaa O Z H )g z Z w Q CV zzO� z U Q Z RUO zJ� Li.' o_ u_ O WELD COUNTY, COLORADO 37660 ��•, 5/16/2025 /'44\ sl ANAL M/1111II1111O PRO._ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR12 76 141 FO W OH E X ;o�000000000000000 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) W 5/16/2025 I- O DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. aaaaaaa O Z H )g z Z w Q CV zzO� z U Q Z RUO zJ� Li.' o_ u_ O WELD COUNTY, COLORADO 37660 ��•, 5/16/2025 /'44\ sl ANAL M/1111II1111O PRO._ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR13 77 141 - - 4g20 1 4915 I r I N / \ \ I `\ \\ \♦ \ `\ \` `\ \ �♦ \. • ,• N \ \ \ ♦ \ N \ `\ `♦ \ \ `\ ``, \ 1 \ • \ N\ ♦ •\ \ \ \ ♦ ♦` ♦` `\ N. `\ `\ `\ `\ `\ `. \ \ • • • %,../....``♦ `\ N. `\ `\ `. k \♦ I. • \ C. `. \ • -••• I - 9 2 40 - • ------- , ' ' _ - - , . , / -' I - _L I - / . _ 1— — I/ .' '' . — — /' I �. / . ! '� , '// /' �(�'J // ' /' . / I/ Vc / / 1 I / '' / / / I / •, / / I \ r / / /' . 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I 1 w w w w� / / y / P ' I ' II / , / / / / I 1.I ------ I 4915 I I I I \T"-_-:.-• I I I I / \ I I I I I I \ \ \ I \ \. \\ `\ 1\ `\ \ ``\` I 3''.O \ I \ \ \ \ \ \ \ \ O \ \ \\ • ♦ ♦ \ \ ` • ` 1\ \-- \ \ 5. `` 188 ` •- I\ \ • \ \` • \ \ `\ - • • N • • -7/ ' I / / 1 I / 1 / / 1 / , 1 I / I mo 7 • • 4893.00 • 4892.63 • • • • • • • • • • • • \ N X‘\ \\X\ X \\\ X:\ \ II\ • • • • I It I • • • • 11 / If • SEE SHEET 74 / • • • mia- SEE SHEET 82 • / • • • • • • ( • / / / / / / / I ji / / / / I / I I 4902.27 24" FES INV: 4902.27 • • • • • • I k, I • • il • Lo • • • • • Lu KEYMAP 100.00 / / FO OH E- LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 w O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) O fL)g z ROgO ic7)._7v=g z Li, _I so_u_o WELD COUNTY, COLORADO -7: 37660 PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR14 78 141 • ` ` \ \ I N. \ ' I 1 1 I 1)_211-",-•31__:)_,-""•••‘....„4„, 2_� 1\ \ \ 1 I • I • r I \ \ I \ I I I ' I 1 1 \ I I \ • I 1 1 1 I I \ \ \ \•\ 1 ��I 155 `II \I1 \\ \ ,,,,I,1 / /` 1 , , I I I r+�/ / 1 I I I ' / ' ti� I /• / / / / / / / / LJ,J / / / / 1 / I/ f�1 / / / / / / / / ,' / , /' /' / , / I W7 ---/---/-,-4-- - - - - -L I III / ', / / '�/' / -, -'�- -4- •// / wi,kg / / / / / ,'/ ' ; // / 1 1 156 II 1 I r-1- ' / I I / ' /' /' I / // -- ' / r' / / \ / `\ I I' 1 I I I I I 1 I • } -•• � - \ 4920 --T _ II ``• `• `• \ `• `• ` , •- \ • \ • • \\ ` \ `• . `. `\ • • • \ ` • 1 • / / / / / 1/ ' / ////;;154 / %1/1111/ / / / // /// /1 / / // / / // / bc9) / / //,1'1/ 1/' / / / / / // // / / / , / / ' / / / / / / / 1 / / - \. \ 1 • I.--- 1-- I 11 \ \\ ♦ ' 1 �' �• A // / / 970 / \/ //'I /\♦ ,,/ • \/, 1 • • • • I I I I I \ \ I I I \ I \ I 1 1 1 • IIII \I 1 I I I I / / 1 • \ I •I 1 • I\ I I `• I• \ I I `• \ `• ` • \ • • \•\\ • • 1 ` \ \ \ 1 \ I I \ • I \ \ • 1 I \ • / 1 • • I • • / I I I I I I ' \ \\ II I `\ \ I\ II` I I �/ -- ' �/� / ,% / \\ \ \ \ II\ • • \ I /' //I5'\\ \ \ .1931 \ • II \I• I I / /, I \ \ -? 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N. • • • • • I I • / I / / / / • / • / / / / / / / / II / I • zr `\`. \\` 6`O ♦ `♦\ ; \` `♦ `♦ \` \ \` `\ \ , • I I I ; / I I /' • • • • • . ;\ / 1 I I / I / / / / / / • / • • I / • • • ( / / / I \ �♦ �\ \ \ \ O \ ` \ \ \ \ 1 :xi\ ` I 1 I I • \ / I I / / v X I • / N.\ \ ` \ `\ `\ `\ `\ \ `\ \' II I `\ 11 1 I \ 1 / / / / ``` `` \ `\\ ` \`♦ \ `; ``` `\` \`\ \ I 'S� `` `\ `\ `\ \` I\ \ I I i I I I / i ' II I I I/ I I I •\ V \ \ ` \ ` ` `\ `• ` • `• ` I I \ , I I ' I \ \ \ \ \ \ \ ` \ \ `\ \ `I `\ `\ `\ \ • I1 I II I / \ '\ _ \ \ \ \ I I 1 \ 1 `• 4898.37 `\ •T `� \\-\\ T:-•--.1\\:\ \-`+ T f- I--` - __ -1 _I - r - - - J \` \\ , `.� • ` \ \ \ \ \ ` I •1 \` \I \I I I I • - `. ♦ `. : I `, \ \. \. `. \ \ I \ `. \ \ \ \ , \ l I \ \ 1 / I , • i ` I ` • I • • I ` I • l 1 \ 1 • • •• •• •• •• `\ \\ ` •• ` • ` • • • • • \ \I i - - - I • • \ -•,/ XV ‘‘..\ 2.\ \•\ •\ \\' \\.‘ `‘,, : • V • \ • II L • • • • • • • • • • • • • l! / ..• .'• '/II I / / , / I • I I/ ; I I 1 1 I I it, II • • • • • • • • • • • /11 • • • • • • • • -------- -; _____ ------ -,:-...i___:- - - - :,- _, :: .iii.-....- I_________-______/ _____ ______________________ ::::,:,,,,,, • • • v. • • • • • 4892.0 • • • • • • • / I • • I • • • • • N • • • • • • • • • • • • • • • • • • • • • • / / / / / / / • • • • • • / • • • • • • • • • • • • • • • I I • • • • SHEET NUMBER 100.00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) 0 i-ILLJ z z Li.' _I So_ u_ O WELD COUNTY, COLORADO 37660 PROS PL ENG TAJ CHKE DATE 1/28/2025 GR15 SEE SHEET 83 79 141 O1 u -I 0 U- 1� ILL X • 1I • • 1 • • (D C) -M e / -a /0 H Z 0 /' U i / / / Id X ILI • Il • 0 O 0 (S 1 1 I 1 I I I I• I I I I I irp x x 0 • 1 I , 1 I 1 •• II I I . 1 I I•` •` �I 1 I I I I 9 S. S. S. • / / / / / / / . / / • • _/ •`� •• ` . S . • `. •. . . ` S. ` .` N S. S. . S. • • S. • • • • • • I 1 • 1 1� I x x 1 1 it S. N • N • N • I • • • • S. S. S. • • 1 1 • • S. • S. 1 1 . • • I • • 1 I • 1 • 1 S. I 1 • • \ I I I • . S. S. \ 1 I / / / / . S. •`. \ 1 1 • 1 1 1 • . 1 • •I I I • 1 • . I 1 1 1 1 . 1 1 1 1 1 1 1 1 I I 1 I 1 1 1 I 1 1 I I• I , 1 I I I 1 -------`_— x • 1 1 . -- �5/ / X 5 ' I / / 1 • 1 • • / / / I / I • • • • • 1 I 1 1 1 .` • • • • • • • • • • • - -/ . 0.- 1 1 1 1 I I TRACT • • • • • • • I 1 1 1 I I 1 1 I . I I I I 1 1 1 1 1 I I 1 \ 1 I \ I 1 1 • • • • • • • • • • • • • • • • • • • • • • • • SEE SHEET 76 • mm mm pm mm • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / / / / / / / / 11 / / - I- -I‘ - \I-- -c-c4--\- \-.- -rI -", -\\ -\i\-‘‘ `'‘‘. 7`.-c- -\- ` --c‘ -\ -IT-I • / / lit / I / I I I • • • I • I • / • • / • • I • It • / • / I I I I • I • . I \ \ II •‘. \\ .,.. \I• \‘‘‘‘ I‘I‘N. 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'. • • • / I I / \ \I I ‘ \‘‘ ‘‘ I ‘ : ‘\ : \ • • • • • 30" FES / / I / I I I • • • • • • / / / • • 7 • • • • • • • 777' i I / I I / • I / I / / / / / / / / / / I / / / / / / I / /11 / / / / / / SEE SHEET 84 • • • • • / • I INV: 4928.50 • N • • • • / / 37 LO / / • I '' \ l‘• • • • • N • • • / • • • • • • • • • • N • • Ico 1 LLI KEYMAP 100.00 FO LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 <H O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - <444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO O fL)g L-tLui 4 z WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR16 80 141 w 5/16/2025 <1- 0 DESCRIPTION 7 REVISED PER COUNTY COMMENTS REV. NO. - QaQaQaQ rr / 1 col w' w / / / / 1 / I / / / // / / / ' / / - / 4893.00 • ` 4892.63 /) SD) 1 \ S. \ \ • 199\` - 4892.62 \ \ 1 r G 1 O , SEE SHEET 78 >!-MN • i \ • -7 4920 - T ` 1 1 \ - I I -- • I-----1-- / \--- \ / /▪ ---------- / 1 I) I \ - -I_ - _ - - / ' \ -- / __ V I( CD / I I ic, I ' / I / ,.4 _5S_ ` I / '\ \ \`♦ I I I I I • \` \ 1 !I' ``\ • `\ \ I I iii \I I- \ • ♦ 1 \\ \ \ • • • \ ` \ • `•\ • \, `♦ • \ \ \ `\ \ 1 \ \ I • I ,• \ \\ \\\ `198\\ • \ 1, \ • \ y \ \ \`\ I \ I �\ \\ \ \ \ \\ I \ `I \ ` \, \ `, ` • \ `\ `\ \ `V ` \ `, \ V, I 4 I, - N. `, \ `, `, ,9 \\ \ \ \ `\ • •• \• ♦ \ \ V \ \ ▪ • • • \`\ N ,`• •,` • • \•\ \ ,•\•, \I \ I \ ` •\ • \I T, \ • \ \ \ \ \ 9•v `• •\ , \• • •` I ` `,I ` \ \, _� 4889.29,, \♦ • �`, ♦ 4895 4889.14 \\ ` 4888.77 `` _ • • • , , \ /'/ ,-- • T. I i I / - / / / i / / _.\ I y I I / '- \ , / I I / I' '/,-- /f 1 / 1/ , I \ I/ \ 1/ 1 1 1 / 1 \ 1 1 1 1 // \\ I /1 i I 1 ; 1 I .r I • ,• I ,` V -`v - • 1 / I I 1 • 1 \ ` \/ I I I I 1 \• • 1 1 \/' mot\_ _ �� `` \``_ - 1 \ \ I / \ ` • • • --- 79• • • \ • • • \ \ • = • /\ •\ `\ \ \\ ` I `\\ `\ • \`\ \ `\ 1 > \ \\ I,,,, \ \ \ \ ` i \ \ / \ `\ - ------\ 4883.21 ' / ,\\ `,`•...-...._,..-• / \ \` / 1� \�__ `\� N__\, _ \ 4882.03 ......_ \ , ,_ ,, - --.' /\/ / \ \ `\ \\ \ \ \ ```�------------ • • • /// `\ /`//\`• \, \ \`\ \` \` \` \\,,,,.... �S, \, • • • • 99 \ \ \ \ \ • /. / ``\ I • \ • \ \\ \ \\ `• ` \ \ \ I \ ` • -_- ,_ - • •` - , \ •\ • \• \ \- \ • \\ \ \\ \\ \`•\ \ \\\ ``\\` \`�\` 80 `\`\ \`\ \ \\ '\ \\\ \\ \ \ V• \\ • . '• • • • / \ \ \ /, \ • \ \,` \`\`` // / I, / / 1,, \ y y\\ \ \ \\\ \\\ • • \ \ • \__ \` /\\\\\`\/ M6 d. - -• -_ E� --/ 4880.21 X197 • • • ----- 36" FES ----INV: 4886.16 / / SEE SHEET 86 - • 49/5 - `\ --I- - - -------- __ /------- -- -� , I - - 497O - / -.196 ---''- ,-- r. --- \�\` \\ --I- `-1 \ \\\\ --\`- -, __ 4893.79 4900 - J \ - \ - -- _, - -i- J .•` I N 4898.05 / / / ---\` • • 4881.99 r- _4880.30- - / 4880.30 I • • • • • • • • • • ` I / , / / / / / / , -__I -_I--`` ,II ti / -- / / / / - / / / // 1 /- I- I I ( ; //- I 1-, /I / I I / i ,i'' I ` -- _ - - ' / \ I I / I \ / ' I / / I I ` ,/ i I I / �`\ / / // I I -5,c, - -.'___, / I �s I / / / / I IN / / \ — - 30" FES �- INV: 4893.79 • • \ • \ • • • • • • • • • ,\ • \\ • • • • • • 4885 98 • 4900 -' + • • r' • ---------F- CO O1 • • • • • • • • • • • • • • • • • • • • I • ,,c)1 _., , . , , ,) , i ; ___, , . , / , , I I I; 19i41 vi • • • • • / - • • N1• -1:1:11\ 112 7\\:* • L N • • • • • • - 4595 • • • • • • • • • • • • • • 95 NUJ 12 CO ILLI • • • • 1 • • • • • • N • • • • • • • • • • N • / / / / • • • • • • • • • • • • • • KEYMAP 100.00 FO LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g z gzzz z Li.' _I 8 o_ u_ WELD COUNTY, COLORADO 60' 120' 1" = 60' (HORIZONTAL) PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR18 82 141 �4 1 1 • • • • \ • • S. • I' • S. _ ` • \ I • mo_♦` `� — 1- • •\ •' •,> \ `♦ \ I�• • ♦ • • . I \♦\\\ • \ `` `` S. S. S. \ \ S. I ` 1 S. —_/ \ S. I 15 \ F 1 I I . • ♦ • ♦ • S. I ` S. I S. • S. S. S. 1 / / 4895 O O) • e . 1 . S. 1 S. • • ♦ \ S. \ S. S. . S. S. \ S. • S. S. ♦ \ S. • S. . S. C) S. X ♦ • •• S. ♦ S. S. S. • • \ • • • • 1 I S. • • S. • S. • L 489 �r , r' / / / / / I/ ''' ''' -/ ' / Iv - M3' -1-- _ 1T 4880 • J • • • S. • • • • N. • • • • • • • • • • • • • • O. 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S. S. S. S. • • , • • • IQ \-t,...._ \'',1 ..... ‘,. :‘, ...\:. -0 : 5." 1 • • 130 I I I I I I / / / / / / I I • / / • • • - si • • • • • • • • • • • • I • N 24" FES D50=6" • I -- \ 4875 - • • • • • SEE SHEET 79 • • • • / • • �� -/--.` `♦ 11 S. \--- r / , , O `• • • • / S. ,• � S. S. \` .` r-• /� \ \ --- %1 ♦ S. \r • • I SEESI7Eri- 737 - • N • • • • • • • • • • • KEYMAP 100.00 00 OO FO OH E- X LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 <H O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - 41414414414 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO z „Jo gzzz R000 WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 37660 11 -1 --- PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR19 83 141 • 1 1 , / 1 / (DX ,\ Lu 0_S w 1 g 1 /1 1 1\ LLJCO I 1 1 LLI w 11lCD I 11 I , I I 0 I ;II X ♦ I Al • `♦ I • 1/4 I / `♦ ♦ / p /La / I • • \ �1• • I • ♦♦ 1 / SEE SHEET 80 / l I I / 1 / 1 1 l ; , / / / I / / / / /1 / / / / I I Ili / / / / / / / / / / / ' ' / / /'/ // I 1 I / �''' l / / �1 I / I // 1 I I 1/ I /I I I / �/ / //' ' �/ / / / / / / I I I I I , I I I I I1 / / / / ,' ;> / / ','' / / / / % / / , I 1 I 1 I I / / 1 / / / II / / / /'- '/ / / / / / / / / / / I I ; I ) I I I / I / / / �g55 // / // 115 I / /// /,/' / / / / / I ; I I I 1 / ,,- '- 4 / / , / / / / , I I I I 1 I I / /X'�-,-- '' / �,, / /' / i /' / I 1 ;/ ,- / / / ) I , I , 1 / •M ,, - - ,/ / / / / I/ /// 150 / :- -i1, ,,' / , / / , , / / ' I 1 D X' ,'' - / Ag _ - -- :::-----7/// _ - '- ''' , ' / 1 ' , / / I 1 I Il I / TRACT B. / I ,' ,, �- - - - _____-- 14 / / -` l 495 --- / / I -' , / zzz I: // / - - _-- ----'///// ' -- It_ F ------ ...._,:_________ -... . / // ' ' / // / /'/ ' - ' '' / :- : -------------- ,-- -- _ / / / / / / , 13 _-- / I / / v J I /' / ''' - --_-_---ill / / ,, ,' / / -, 1 / / / / / -- / //,',/' / / I ' ------ 1 1 , // 1 / I / I / / ,' II / / I I / I / -, -'-- __-- - `` Ii I 1 , 1 I I , / I / / ,, -_ // 1 __,_i_ -I- t- I L - L .t - --' 7 X >< / / / / ' 1 I / I , I I 1 / / I I I I ; I I / I I // I I 1 I I I I I 1 / / // ,--I I /, I 1 I Ii I I , / / I / 1 I I 1 / // / / / / 1 I I I 1 I 1 I / / ' / I I ; I I I I I I II ' / -/ I / I I \ I1 11 I I I I/� - /' / I 1, I 1 , I , I I I / 1 , I , I I ,/ / \ 1 I I , 1 I 1 '' / 11 1 ',---- / I\ 1; 1 1 1 , / I o I j. I i/ / 1 I I I I 1 I I r , L-I--I--1�-I-4-1 I / I I I I 1 I I I 1 I /' / // I 1 I 1 I 1 III I -I / / / / / ♦ ♦ / / / / / / - - - / 1 , I I t% I I , I / ,__--_- � - - -1- T I � J -I -I -� I I/ -I , / - - - - / I I I I I I I I I , I / / \ /'' I / I I 1 1 1 / U1 I I I I 1 I I �/ ','--- / ' I / I 1 I I I ; I ; I I ,/ \ I I I , I I I 1 , I I I I I / I / I / I 1 I I I I 1 , I I II , I / \ 11 I co I I / \ / / i / i i I l i 1 , 1 • 1 1 , , / 11 o ' I I / I I ' ' ' ' I I I ` \\i 1 /' % I I I I I I I I I I I I .; / / 1 / / , I I / , , ; ; , I ; I / \ 1 / 1 I I 1 1 , 1 , 1 / // / // l I I I II I I I I;I I / \ / ,,- / / / I I I I I I I I I ; I / \ / / 1 1 I I I I I ,' ,' / / ; I ; I I I 1 1 I I I I ; / I / I -'/'/ /' / / / I \ N / / / / / / I I I I I A. - -�,/ / / / / _fr / / -� -/ i-I I -i I -- S \ / / I I -I ,- 7 / I ' I I I / I I I \ / ,, ,' / , / , , / I I 11 1 ♦♦ ♦♦ \ N - ' _ f '' /' ' ' / / / /I I I I 1 ♦ ♦ ♦ `97 \ �- , , 1 ♦ ♦ s \ I/ / / 1 1 l I I ♦ •♦♦ T / ' / / / ' / / / I II \ I I `♦ ` \ / __----- '' / I J \ / / /• / I 1 ' / / / I / / I \ • ♦ • 10 I , / / / / / I 1 I `.. / - -- /--- / / / / I I ; `♦ / / I I / I I ♦♦ / --- / I I I ) , /' / / / I / I ♦♦ / / I I 1 I / `♦ - N I II I I I / ♦ / N I I I I I I / ♦ L N / / / / INV: 4911.10 24" FES / I N. • N. / / 4910 • • • • • • • • • • • • • • • • • • • • • • • • • • SEE SHEET 88 N • • • • • • • 4935 NI - / 1 KEYMAP 100.00 / FO LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g ct z Li, _I O 0_ u_ 0 WELD COUNTY, COLORADO 37660 11 -1 --- PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR20 84 141 b.4 I \May NI \r*A I NIIIN ta��1�I il ItiO V4%0IP #4 71 1 rEMWit:Alit ■■1A --IsimioymmEri 4 irziacMI ommi No_ 7: rt4 i A ■ • 100.00 / FO W OH E X o�000000000000,�0� KEYMAP LEGEND imam SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO W I- DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. l*l*l*l O Z H )g LJ z Z WI CV Q. zz�� z 15‹ Z iUZ� z�p� w 8O_U_0 WELD COUNTY, COLORADO PRO._ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR2I 85 141 81 / SEE SHEET 82 • • • • • • • • / / / IL -,,‘‘.- j I -1 -‘t -1-----------71 \ I/ I \• \\ \\ \ _ ��' �// / 4873.77- - -- 4873.44 �-' �-='- - �' - I / x'9O / \\` it `\` \`\ �\ \ \`♦ / ``� /''' / / 4873.89 /4873.77 X4873.44 -'' ^ _.'' � • VI / / / / • / • / - I '\ \\ `•\ \ ``, / \\ % 80 - - - - / /-�' - - 4875I---,' 875 = 1 7 • • • I • • • N • • N • • • • • / i ` \\ `t � \ \\ �°• i � ' � 4 4874.09 / • p` \ �' `. \ I t 1 \ . \ 4876.77 � : \ / / '7 • • 71 • • • I. `♦ 1 1 1 ` \ ` 4876.77 0 I / • I. -74:�� \ .. / \ I \ \ `—, L I / �-- - - - - -4874.30 .. ! o°o° • ` —.'' • N / • • `. � `\ `t `\ ` / � \ \,` 4876.28 T ; 4874.51 j i' \ 4875 II - • • N / `♦ 1 I `\ `V , oo` 4873.89 �i • • ` \ \ .\ � ,\•\\` \\ 7 / k \`, ``` \ \ 4880 -_ •°"°°�D�� 4874.09 � -_. y 77 / Nv • • • • • • • 7 / • • 7 • • • • • • Y / \ `\ 1 \\ 1/ ` � 1 �\ \ \\ \ `\ 0.5°70 0000°b"o°° °� yr , �' / / • / / i i \ \\ i � / / \\ 1 / / I / � \ `\ � 48� 4.30 � /,-- - - 1 • • ii 1 \ 1 ; / t\ ; / \ -•4880 4-4:7-74:-4181:::: 874.51 \ i / / '1 - : -_______________ . __ , ..... j_____II__:, Q 0 1 I / / / \ / � `\ � ; \ \487.6.28 \ � I 1 / � � • • 1 I �\ ` \ ,/ / \ / \ I 1 I \ `. `\ \ • i I i / Iv • • • / / 4 1 1 ` ▪ 1 ` N. `, \ ` • 1 I• • / / I • • • • • / / N / / / 1 I I• • • • • • • • • • • ‘A `•• I • • • • • • N •• I , \ / • • /• Nit N • • • • • • • • 82 - 1 • I 1 • 03 • • • • • • • • / �` \ / /\ \\ \\ \ `♦ • `\ i i 7 • / • • r /� / N \ \ /, I ♦ •♦ I Z \ \ \\ 1/ / • �� • / • - st7� - Lolv'N „ Ill , , \\1Nic%. 60 ------ / / �/ \,- TRACT H \ \`---- Lill1 W W 11� / 4881 33\C .\y \ _ -' - - - - _ _ _ _ �8�� / / �/ `,� '1 `♦ ``♦ `, `V `\ `„ • • / , // ( \ \ • • • • • / '\ `\` ' \ �\\mo° \ / / _� -- -----__ /' / / \ �\ `\ `\ `t �,` `♦` \ `\ i 1\ • I \ \ I `\/ / �p / \ / 7 �- , I• \ / • I • • 11 • • • • • • • / • • • • • • • • • • / ' \ ` ` ` \ Co •4875.59 .' 7 `� , `• � \ • ` / .. _ `� S. 7 •\ / `\ \ ` \ `•I 1 a 30" FES \ \ 4875.59 j • `♦ • •\` 85 I \ • \ \` 7 ` / - ` /• \ \ 1 j I \ / / INV: 4875.25 \ �� \ , \ 1 C� %1 •- \ N \ • \ / 1 / / \ \ •\ 1 \ / 1 , CULVERT •24A `\ ` •` \ • , \ • , / I , y 7 •` 1 • • \ • • • \ 1 \ 1 \ 1 I 30 FES \ `\ \ `\ 1 • ` `. / \ \ I -� `` ` `` \ 58 I I INV: 4875.25 `\ •\ ` ` 1 •`. \../ �` \` /\ 1 . \ \ `\ / i / �` CULVERT 24B . ♦` `` `\ •\\ `\ / \ �`� / ,� • • • • • • • \ ; \ `I 1\ 1 30" FES I ; ; \ \t I / / • `\ ` / `♦\ •/ /‘• / /\ / / / / \.' 1 • • ` / / `\ • \ \ i 1 ` \ INV: 4875.01 i `. \t \ • • `\ 1 / \ \ `. �\ • • lit 1 / 1 \ \ 4875.03 \ `. ` '. / / • \. \ • • 1 / 1 \ 1 1 1 / • • / • •• \\\ / ' \ `.1 1 1 2,< 76.01 \ \_ 30" FES \` `\\ \\\ \\ j / / / `♦\ •```\ \`\ \ / \I 1 1 1 I I I j\ \ \ INV: 4875.01 \ ,\ \ `\ / / \ \ / / \`•\ 1 • • • I ``/ ; \`` \ \\\•; /I` 4876.01 '\ 4874.91 \ ` `• \ / \t\ / / •, ` �\` •• • • • \T — — 1— — i t ` •1 % 1 4875.03 \ / \ ♦ _ /•/ / `•• `\ ♦ \ \ I -r \•`\ 4874.91 \ cPj \ ' •\ / — -• ' / 1/ - 4890 4885 \- - \ \ \ \ `. / ` - - - -• / '- - - - - - /- - - - - - -I SEE SHEET 90 \ \ \ \ 1 `\ / / I \ I \ I I/ /I / \ / 1 • • I I 1 I 1 I I \ 1 \ \ / / / / 4876.92 TYPE "L" RIPRAP D50=9" Lp=25', W=13', D=1.5' FAIRBANKSDRIVE� / • • • • • • • • • • • • • • • • • • • • • • • • • • / 1' r, 1 \ i \ 1 . 1 1 1 1 it — I r r F` 1 1 1 1 , \ / / / , / / \./ • / . • • / > \ \ \ \ \ \ \ \ \ \ �♦ / S. / , • / / S. • • , •\ \ 1 \ \ \ \•\ \ \ \ . • • / \ \ \ \ / \ \ \' / / 4882.95 4881.33 • ♦• /\ \ \ \ 1 I \ / / \ \ / / 4880.53 4880.66 • • • • • • • • • • • • • • • • • • /17 • • /7 84 • • • • / • • • • • • • • • • • 77 NY • N 7 :2 ,4 li OEM 4`__10___,III& IIMMT1111111111115,41V I \May ••• ro,,,•Oy I, tow* **1 1110 -04Wpw4 at*. to h . --- • -.Am IN Ertl : ;I etWin r• la -1-11111ireallingrI mi *4 op- Am ow A ill VI 4 ik aS ist*-- ' 4m m El "Ala Ill g i NUL KEYMAP 100.00 FO OH E- X LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO El wc4 I- 5/16/2025 0 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. ‘- <1414141414141 0 fL)g z gzzz c%_7v=g WELD COUNTY, COLORADO PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER G R22 86 141 100.00 -7OO / �Op / FO W OH E X o�000000000000,�0� LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 O Z H )g z Z w Q CV zzO� z U Q Z RUO zJ� Li.' o_ u_ O WELD COUNTY, COLORADO 37660 ��•, 5/16/2025 /'44\ sl ANAL M/1111II1111O PRO._ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR23 87 141 I \ • • \ \ \ \ \ \ ,`L. • I 1 / ; I , I I I / I 1 , I'_1 wit I, I, I I I I CD 4920 N x • CD C7 is 0 U - 1 I / I • • / 0 IL 0 IL • • I ,_ / (13 • • - - 7 - - - L_____- \ \ \ \ I \, . \ •\ +: \ \ \ \ 1 _-_----'-•\ \ \ \ \ \ 1 `` `.\ `\ \ `\ \\ e \ \\ `• ` ,\ ` ♦ \ \ ` \ • • 8 \ ♦\` \\\ `` \\ \ \` `` \ ��- \ `` \ N. ``\ •`\` •\♦\ •\\` •\ `\ ``\ \ \ , ``\ / 5.\ \ I \ ` l\ ` \ - \ \ •``. \\• \`\ \\ \` `•\ \ `\ `` I X\ O • \\ `\. ` ` \ • • •\ \ \ \ \ - -• • \ •`• I \ \ ••\ \ `\ \ • , \ \ `\ \\ •\ \ \ \ ,\ �.` • •``` \ ,` S. `, `\ ` \`\ •S. \ \\ \ •••` \ \ \ e , ` \ L --- --�-- • _, �---�— �� rte\ `°� �� `��` • ` I \ / ` \ \ I \` \ \ \ \ \ L `� \ `♦ ` \ `\ `, 1 \\ \ \ I , I\ \ ♦ ` `♦ • ` S. 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I `\ `` '` `. \` `` \ `--- \— ••••...„• • •` ` N. • • •••.‘T. \ \`• �` `\ \ `• ` \ `•• \\ �`•� •\`\ •`♦\• \ \ \ •\ _\ \ I • • • • \ \ • • T • • / • ♦ • • ``♦ • • • `_ • • • \ /\ • \\ ` `\ • •\\ ♦ • • • \ \ `\ \ • • • • • • • • • • \ \` • `-- I/—`�\\ • `1 \ 1 • 5 N\ • • \\ \-- I 1 1 1 ---- ` �%�-_� `G_=__ _=4920 = �r • • \ • . ♦ ` \ \ N. ♦ \ `. \ •♦•`\ `\ \ „.• / \ •\ • / `. ```\ Q9 ``\ \`\ ♦`♦ \` / / / 1 . • ♦\ �s •`\ `\ `\ // 1 I / • 1 / `\ `\ `\ \ `\ . • ` / 1 / / • i / / O 1 / 1 I 1 I 1 / / I I ' 1 I 1 1 I I / I ` ` / I l I I 1 I I ♦ \ \ `\ \` / I / I I , \ I / ` ` . \ / 1 1 I I / / ♦ . \ / / / / I1 1 / / / `\ `\ \ \ ```\ _� / I / 1 I \ , 1 / , I / ``\ ``\ . \ `� / / 1 ' 1 / i 1 I I / 1 I \ \ `\ \ ,- / 1 I I \ I I I `` `` `` ` \ lI II \ ` 1 I It I TRACT U� /I\\I \ \ \ \ \ I , \ I I , `\ \ , • ♦• • ` • ` `•• \ `\ \ • • `\ \ \• • • \ 1• I \ 1 N. • • • • • \• • • ` ` \ • \ \ • \ I \ S. 1 1 • • • • • N. • • • • • • • • • S. • • • • • • • • • • • • • • • • • • • • • • • 7 • • • • • • • • • • • • \ \ `• •• `• \ `\ )� \ ` \ \ • • I \ \ • • \ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / ♦ ` • \ \ \ \ S. • • \ \ \ • \ \ \• / \• • \• • • N. \ \ \•\ • • • • \ �\ •• �`\ `\` \\ \ `\ `• `\ `\ \ `\ `\ \ `\ •• • / \ \ \ \ ` `�` • \�~ X• x \ ♦ • _ - / / • N S / • • • • • • • • • I / • • • • • • • • • • s. • • • • • • • • • • • • • • • • • • • • • • • • / 'Ni \ S. \ \ \ / / ` ' 1 I ♦ I \ \ `\ \ \ / / `/ \ , \ � \ , \ \ I l \ I \ I `� \ / / ` \` \ \ I \` I , I \ I• \ \ 'I \ ` \ `\ \ \ / / I I • • • \ \ \ \ \ 1\ `\�\• \6`, ` I `\ ` 1 ` 1 ` \ I `\ `\ \ `` `\ I , ` I ` / I I \ I \ ` `\ \ \ \ \ I \ , \` \\ \ , \ I ` \ \ I I \ i •\ •\• I \ ` ` \ \ `\ \ `\ \ , 1 \ I " `\\ S. AIX \' \\`•\ \\ 11`• \ \I '\1 ``•\\ \`• ` I\ / `• \ \ ` \ ` ' / I ` ` ` \ `• \ , I 1 `\ 1 `\ / • / l ' 0/- I I 1 /1 / i, I I 1 / I I / 1 , , I ,_,/: I \ 5 • k \ 4975 f I / i / / /f .SEE SHEET 84 / / / / C3/ ♦ ♦ `�N \ ♦ \\ `\ \ \ \\ \ \\ \\ \ \ \ \ `, `\ `, ; \• 1• \ \\ \ I I I ' ` \ I I I \ \ I I• ` \ \ e • • • • • • • • • • • • • • • • • • • • • • • • • se- • • • • • • • • • • • • • • • • • • • • I I I • • • • I • • • • • • I // ://'////://:////:////://:;:lIfs:'',:::.;' 11'',I' : I'NII/\ \:) // I I I II sk • • • • • • • • • • • • MM • 4910 - • • • 3 • • • • • • • • • • • • • • • • • • • • • • • • 4910 • • / / / / / (SEE SEPARATE PLAN SET) / / I • • • • G I • • G G G / G N. / :, \ , • N. • • • • • • • • • • • • • N. • • • • s. • • • 5. • • • • • s. • • • • • • • • / / / I• • • • • I • s. • lop Lu Lu I cl-bi • LO I • • 100.00 / / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK - PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) z CD ROCDO z Li, _I O O 0_ u_ 0 WELD COUNTY, COLORADO z_7_ 37660 5/16/2025 PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER G R24 88 141 ■ `` `\` 30" FES ` / INV: 4897.25 \ , 1 / 4 co col F w w 0) \ 24" FES \\ INV: 4902.96 II II I 24" FES INV: 4902.93 4905 TYPE "VL" RIPRAP ' D50=9" Lp=25', W=11', D=1.5' 24" FES INV: 4901.78 24" FES INV: 4901.92 \ TRACT B INJI .\\ \\ 0 0 SEE SHEET 85 _.\_ \ \ \ \ \\ ` 1 ,• • \ \ , • 4895 FAIRBANKS DRIVE \ \` TYPE "L" RIPRAP D50=9„ Lp=19', W=8', D=1.5' 36" FES INV: 4889.00 \ TYPE "L" RIPRAP D50=9" Lp=30', W=16', D=1.5' ` I NO BUILD/ 'FNO STORAGE ILM `. \ 1 1 1 4890.34 4891.03 \ _ TYPE "M" BURIED RIPRAP D50=12" - _ \ 4890 • I 1 1 I 1 \\ I I ` /1 \ \ 1 • `• ` `♦ I ' \ 4 / \ N e I \` Q I ♦ • I I 1 I I 1 . ..\/ .I / I I TRACT G 1 ./ 1 .5% O N • • .` \ I •`• • .I i`\ `�` \ `• ♦ \`\`. • /• ` • 1 �. \ • • ‘ \ ` I \\ \ ` \ \ \ I --- ,` ♦`` .` \ \ \ \ \ \ •\ I // I / `\ \ `\ \ \ ` \ •I / \ ♦ \ \ \ I I \ \ • •\ \ • I • 1I t ' / / ,' ,' ` •`\ \ \\ \ I \ • ,' I S. `� `� \ \ `I \ \ ,. . ./ i `\ \\ \ \ \ \ II • `` / ' / '/ -. \ 1 `1 i `. \ `I `• `\ /' / // \ I I , ♦ \ \ , \ 1 1 • / , \ \ \ \ \ • \ 1 1 / ,'. 1 \ \ . \ \ \ I I I I \ ` ` 1 ,�\ I \ • \ •\ 1 \ \ \ \ / / � / I \ \ \ \ 1 1 I / / 4 •\ \ 1 \ •1 // I I \ \ `I 1 I \ tI 1 I \ I / 1 \` ,N• •1• `• \ l I 1I ,• \` `\` \ . / \ ` •\ \ \ I •1 • `. . •\ \ \ I 1 I \ \ ` N .. ,- •\ \ I 1 I 1 ` • ` N. \ 1 1 1 I 1 11 1 .'• •\ " I 1 ,. \ \ I 1 , I I I `. I 1 I I co / I I 1 I 1 \ I I O / I 1 I I \ ' 1 I 1 O / / I I I / • 1 \ / I I I I N. `l` I I I ♦I \• \ •`\ N. `I I / / 1 1 1 1 I I \� / ,/ I / I / / / I 1 II/If I , I„ / / _ / / / / / I 1 • • • • • `•• \ \ \ 1 1 / 1 \ ` `\ .......................................................... _ _ _-___________________ =__ _ - --------------------------------- -------- 7_7 - _-�_ - - _ _ ___________---------- -=====_____=COUNTY ROAD 32-=-------------- _ _______---=-_______ii_-_-_=.____ _ ___- =__-_- ~ X �H -6----5•0.c.,--()H- x __ I1t T 7------`�Ti1T� __ -O ; ---- �`I I I / / / /� `; I 1G `` (SEE SEPARATE PLAN SET) ----- / ,� �, ; /I ; G ---t-- G_I G G G G \ G� G �` G y� G G G G - G ,/, \` I` G \ G G G G G G / N G. Cr{ G r G G,\ G G G G \ \ G\` ,G �` G \ ; r q I G t G /- G G Q G G \ G G� G� G G G G G G \ G IG . i G , 1 CIS , / \ ` ` ` ` \ `. �• ' �\ `. 1 ` ,• ' , / I1 I I 1 / ) 1 I I I / / • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • N `\ \ `. `. `� `. \ \ \ / ♦ / / / / ,/ // / / • / / / / , / • • 'I \ • / • I `I `. ♦ `_ _ — — .' / / ,' / / ,, / I ,I `�` _`` \ \ ____-- --- -' ,, /'/ % i I I/ -. / 1 `I ``♦ \`♦ N /-------_'-, ',/ �, /' / / I I 1 -- / � •` .�/ • • • • • • • / • • • .` .♦ .` I • N. • `• • •\• • • s • .` \` \` N. .` \` \` \\ ` 1 `\`` ` `• ♦• • \ \ `\ 1 • \\ �c� • \\\ \\ \ o \ `. ` \ . ♦ \• I _ _ \` \` \` \` N \ \ N • N• \ \ • \` ♦`� . • f�,- `, \\\ . \ \ \`• N \• s. \ \` \` \` \` \` �`. \` N `.• 1890 • S. 1 1 I I \ I t I 1 • • 1 • • \ • \ • \ ♦ f \f • • 1 I I I 1 I f •1 \I \ 102 f • • • • • \ 4890 4885 4885 • • • • • . • • \ \ \ • 48g0 r__ - .- _=_-. _ -� � -,2_---- / / // /' • / / /G G� I I I 1 I I I I 1 I � I 1 I 1 ( `\ ; A G'\ 1` V G• \ `\ G G •� \I \ V \\ 1 1 I \• •\ 1 I t` \\` f / • 1 \ I • \ I 1 \I I \ 1 t \ I \ , `I Co \ I I 1 \ CO `\ I i i ` ` o `. 1 t \\ `V ` l \ N \\ \ ` I I 1 1 \ ` \ \ \ • \ ` \ I N \ \ t \ I \ \ \ I \ • I `` `• ' \ \I 1 ` I `♦ \ ` \ \ \ t ` 1 1 `. I \ \ \ . \ \\ •` \ I ` II I N. ; `\ `\ 1 \ \\ \ `V \• • \ \ • \ 1 ` ` \ 1 ` 1 I I tI \ \ 1 • , 1 • ` \ \ ` ` ♦ •\ `. •• \ \ . •\ \ \I `\ N. • • I f . . f f f \\ f I KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / �7oo� / EXISTING MAJOR CONTOUR 'N7Oo / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 w 5/16/2025 Q O DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 Z Z w Q N 'I Z OO O -Z Z Z R0(90 o_ ° o_ u_ WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 37660 �••,• 5/16/2025 C SS/0NAL /////111111 IMO PRO._ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR25 89 141 r• _____________-,_ \ • • - 4890 4885 I I I 488:: • • • • 02 I it • • • • • - -- - FAIRBANKS DRIVE r • \ 1 � / 1 I I / I I I I / I , ` I I I 1 / I • I I I j / `. •`, 1 1 I I I ` •, • 1 \• I 1 i I I \ \ 1 , . • I I•\ , • • , 1 I I , ,• 1 \ \` , \I I \ \ \ , ` I I I I \ 1 \ ` 1 I 1 , I _ \ I 1 • �•• ` •• 1• \ ` 1 \ `� `. `, 1 1 `\. . \ , • • •• ` N • I • \ \ • , • • . • \ 00 WI II (I) I W WI CO I - I I I I I ♦ • ` I \• .1, I I 1 / • •� -- • \• • • x N • `• • 4890 • • • \ • • • • x` _ N • • • J • • \ I • • • • \ 1 / \ 1 \ \ \ \ \ . • \ 1 ` \ \ \ . •• • • `\ \ `\ . • • • . • ` • ` • • • • C • • • • • o • \ `• . • • • • •• \ ••• \ \ \ • 1 , •N \ ♦ 1 • • I \ \ . I • 1 N , • . 1 • . • • \ ` \ • i 77 • v I/ • • ` \\ 1 \ \ `� • • \ \\ • \ v• • `I `v v �\ 1 1 •\ \ `\ \ `•`` \ `\ • \ `\ `\ ••• `\ • \�` •` �` \ \ ` • • • • • \ \ • \ \ \ v_ • • . . \ ••` • \ • \• • `• • • • • I 1 N `, \ • • 1 . , • \ I , \ • • • • \ I N. •` •` • I 1 1 1 \ 1 `I N. N. • 1 • I \ ♦ I • • • • • \ • • • • OO Oo 4875.03 \ 4874.91 • • • • • 1 1 • • • • • SEE SHEET 86 -V 7 \ \ • • • \ • 1 1 1 • I 1 • • • • • • \ • • • • • • 1 1 • • • • . • • • \`♦ 1 • • • • • • • • • TRACT G \ 1 \ • 0_\ X 1 \ _G G c ------------------ — -- -- —...... -----........... _ = - _ _--- OH_ --X ---- ��N XOH X OH X 1 �G ', G I /1\G / G / I I f` •� I I I r I I I I • • • \ • • • • • • • • • • . • • • • • • • \\ N • • • G G G • • • • • • • • • • •- • • G G G G G • • • / G G G N. G_ -- / / G G�G G / • • • • • • ` G�G • • • • • • • • • • \ • • • • • 1 • • • • • • 1 • \ • 1 • • • • • • • • 1 • 1 • • • • , N o • S. \ • • • • • • • • • • • • • •` • • N N • • • • • • • • • • • • • • • • • NM IMM li QM • • • • • • • N N. / / / N • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CP CP • • • • • • • • • • • • • • • • • • • • • • • • • po • • • • f// • G _ • • • / • • • • • • • • • • • • • / I it I I • • • • N • • • • • • • • • • • • • 105 • • • / -G -a:LA • • • • • • • • • • • 48 75 1[7, Ira; / CpUNTY _ ROAD'32 _ ) NJ / / • I • • / / • • • • • • • • • • • • I • • • • • • • N N • • • • • 01 60' 120' 100.00 00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK - PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 60' (HORIZONTAL) w O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. 0 ,L)g z R0g0 ic7)._7v=g sp_u_ O WELD COUNTY, COLORADO 37660 /////1111111111110 PRO_ PL ENG TAJ CHKE DATE 1 /28/2025 SHEET NUMBER G R26 90 141 • 1 1 \ . \ • \ • 1 • -1- I 7 i 7 , L__ N 1 _m___ I 89 , 1 • • • - 4870 ,r r I i . ' / ' I / / I / 1 f___4875 IIi ' 'tiTT'-J / I / I 1 I I f iH vt �i)/ II 1 / / I 1 , I I Ei i-_ II ' I 1 / III I HI -.I / ' I W ,,/106 Ti , , , ( I / (ni,' I 1 II .... / , `. ,' / W I I > - ,' I w >5'__ //I / III / CO il I / ' >.` / i \� / / / / KJ -_............. ' / /' / I I /72/ / ' / 88 - /- / 1 ♦ F- I• OH • • S. I • • \ \ • • S. • / / / OH G i G _ \ G \ 1 1 • / / / / / • • • • 1 OD • 1 I 1 1 1 1 \ A / I ,„g""- • _I • _ - t _ , \• /\ \ S. 1 \ • I S. \ \I _-' • 1 0X/ /4/ , , / / I I , ` , ' \ N \ I \/ N I' c/ 1 / , 'I I \ ' \ 1 ; /' h, 1 / CO ` \ ; 109 ' \ , �� / j 1 I /, // / I I \ , 1 / , I I. ` I / II `\ ) `\\ I`a , O) , / I / I I (TI ' ��/ is I ,` �' / 1 I / 1 bV• 1 I , f I I I /' I _ I i 1 / , I I / , 1 / /I -- ; - �- - - - - -1-� ' 1 r / / / I/1 • / ' 1 1 \, I I 1 /' I• , I I /\ I I / / / / \ I , I 1 N 1 1 1 A° / 1N. I I `\ / '/ ' • _ I `\ I I \ / I I •\ \ < I I \ 1 '/ I \ `. \ ' 1 / 1 \ `. ' o I ' I I \ / /� / ♦ /I I \ ` SEE SHEET 87 I ' 1 / \ I •t \ I\ --� - \ I •\\ ' I \ I /N 1i • i \ I I ` N N N / N • I \ I1 \•1\ • II \ \ 1 I \ I I` 1 \ I I I /'/ //\ \ \ I \\ \ •tt` i � I � \ I \\ \ I \ ' \I `\ N ♦ I `\ / -/ N \\ •S. 1 \ / N \ \ `. I \ N \ N I\ \\ / ' N \ •\ \• \>'108 1 I .'• N \ \ 1 • \ \ I \ \ `•\ \•♦ - 1 1 ,\ •`> • . •\ I 1 ' \ `♦ • ` \ • • / \ \ `• • , / \ \ `---, ' • 107 N \\\ \ > ` \l i li , \\ \\ `' \\ `. 1 , N \ \ \ 1 ` 1 \ 1 \ , I 1 / i ' i \ 1 I 1 \ , I 1 I I 1 I I / I 1 I 1 • / / I 1 I \ I I 1 ` ` \ S. \ > 1 >. _ 1• X \ • • • \ \ \ OI---------_------- _ 6-Fr-f„5.SOH �G _ G t G \ G G G G ru G G G G G , , ♦♦ ♦♦ c • x / / / J ._♦ \ . S. `\ • • • \ . \ \ `♦� >>♦ `> \ \ ♦ \_• _---`-----`---.,-- ♦ \ \ ♦ ♦♦• . RETENTION POND S4 SEE SHEET 121 \\\ NO BUILD/ NO STORAGE 1 N.�c `.\ ••\ •.�`• \ 4860 / • \• . • ♦ \ . ♦ • . • . \ X - X x x x • x N X ' X X' _ ------ ._ I -h_ l I N. � _-� A m= =-----------_--------------- -------rt'------ G--- ___--Gt_ -- -- _ _----` ' _G COUNTY ROAD 32 f • . ________________________________X=====_________�-_---------------------- `-_ ___':`'� i 4865``\_----®01 ------.=7-'-- _• 1 / _ • G—,'— G G G --- ''G♦ - - -\G G G •Gam`\ \\`\ � \`� •�\` G\�\\ G i _." G • • • • ,�G G G G G _ ._• i r,• \\I \` \ • • ``` • -., I • • \ \` \ \\ • I G V _ I • ` \ • \ •`• ` ```. • • •\ G _ ' G `\ • • 1 I ` ` I 1 , \ \ 1 \ \ . \ I I \ I ` • 1 \ \ O • • \ • • • \ \ • • • S. • • • • S. . . • TYPE "M" BURIED RIPRAP D50=12" O c3 • • • • • (7 ------ \- -- • \ • • • • • • ♦` • • • • S. . • • • S. • • \ \ • 1 1 \ • • • • 1 1 \ \ • N • • • • - • • • . • • • N • • -��- I • /_, r• • PH- • I I / ` I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 100.00 SHEET NUMBER FO LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) w O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 0 fL)g ° o z gzzz IG‹ R000 z Li, _I so_u_o WELD COUNTY, COLORADO PRO_ PL ENG TAJ CHKE DATE 1/28/2025 GR27 91 141 _ / I♦` // / / / • I4. I ♦`♦ / / 11 \ 1 1 / . I I 1 ` ,' / / i I 1 I N / , I I ♦ N / I I • • \� / Iit/1 ' 1 ' I `, \ / / I I I I ' 1 .♦ / I I I I \ . / I , I 1 ' 1 I I I S. •- ♦ •�. / / I I N. `\ / I 1 • • / / / I I 1 ` •....... ` -.' / / ♦♦ ♦-` / / / I ♦ / / 1 N ♦` - .' J 1 `N '`.• , / 1 • . N. ---- ♦ \ • • , I• `. / 1 / / •� /I I ♦ `. -___ / / / ' ♦_ / I ` `. `-_ / • \ _ ♦. -- . • / • ♦ \ `. / / • I I • t 1 • • \ / 1 , 1 / I I 1 I i • \ \ \ \ \ ` l 1 • 1 1 1 , I / / Il 1 ♦ 1 1 \ \ \1 / rI \ ' / ♦• / / / / / / / / / / / / I / / / \• ' - / ' / /• / / ♦ / / I/ • ♦ ♦ 1. / // / / ,- . ` / / ♦• S. \• 1 I 1 / / \•\ \ \ I 1 / / \ • `• `- `\ \ 1 I `♦ \ ``\ `\ \\ \\ • ♦ 1 1 1 1 I \` ``` `\ \ I ` 1 / / / ' \ \\ \• \ \ \ \ I W / / / - • ` • • •\ \ \ \♦ `\ 1 I •o •\ \ I / `\ \ •♦ •`\ \ ♦ \ ` 1 ` \ I ' \ \ \ \ \ I / `• \ ` \ ` • \ \ \ ` I ' \ ♦ ♦ ` •\ \ \ • \ \ 1 I r • \ `•``• `\•\`• \ `• \ • \\ \ ♦`•`` 1 1 I \ \`,` ``♦\ `\• \` `• i • I \ • • \\ ;• ♦♦ \`\• \` • \ \I ;/ 11 111• • ( • \ ` `♦ \ \ \• `, \ \ \ ♦ • • • • • • • • \ -._\ `.` I \ \ -`-` �;' N. ♦`\ \ \\ ‘• 1 \ • 1 ` ♦ \ 1 ♦ \ • , - - - . 4855 _ _ \ `\ , 11 1\ �/, • \ / \ ------• 1 \• \ - \`• \ / N K • \ • • \ , - \ ♦• \ \ 1 \ 1 ; I I ......I \\ • 1 • 1 I / / / ♦ . \ • 1\ `` `♦'S•`\\ \\` \5\ `•\\\ \` \\\ , - - -- X 4851.16' ' a ♦ ♦ •\ •\ \ \\ \ `•\ \ -/ / \ \ \ \• \ '• / • N`� `� \ \\ \\ \ 4854.18 ) / 1 \ • \` \\ \ ` \\ \ \\ \ `\ \\ / i, 1 ``♦ �? \ \ \ `\ \ • • \\ \I 1 \ I �_ I` ` `• ... \ `• \ . )� \. `• . `. - EXISTING TRIPLE CULVERT '. ///,' //..- ....'1%/ • /"./ ///1/ /1 �'' \ \ \ \ \ 'Sr �/ `I `\ \\ `\ \ `\ ` 1 1.1 I \ I I I/'JL-- I I I I/ • / ``♦ `` ` ` \ \ `\ `\ \ `, \ ♦\ \\ \\ \ `\ \ \ ` / ` ` ` \ \ \• 1 \ 5 I I I / I I // // I / / ' I/ // -- '/''i // ', 1;/ / //,/ /, I I, � /',/I/ 1/, / // / , / /, \ ,//,',//'• /I//,• / \ /// ,1'/, / \ / / /' / \ I '/ I I/ /1 I / I / / /1//, / /' / 1 • • • • • • • • • / / ,1 / / / • • / I I I I • • • • • N. • • • J / • 11. • • • • • • • • I I I I I I • • • I • I tiI • • • • • I I • • • • • • • • • I I I • • • • I I I I it I I 7 / 1 • • I ., \ ‘ % \\ % \ \ v• : ‘ t ‘ • • • • • I • I I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • QO • • • • • • • • 7 \ \‘\ \\ X\\ \ \\‘• \\:\ ::\\‘\\ \\:\\L 1:\ 1%\i'll\X\\11:1 \ II‘‘'‘‘‘‘\\CI3‘\11:3-\‘‘ \:::\ 1‘1%\:\‘‘11\‘‘ I / • • • I I „.- ....‘-‘ --\ .......\I - t!.."‘ ---‘12-\_:, 1\ i • -‘ . - -1 i , __ .... .... ,, I , , I I \ . _ 7.71.-- . I . . • • . / / / I I I I / • • I / TRACT M • 4837.09 4837.16 \\\ • • • • 4836.80 TYPE "VL" RIPRAP D50=6" 4838.43 18" FES \254 INV: 4837.67 rS I7E 7T 66 / / / • • • • • • • • • • • • • • • /\ • • • • • • • • • • • • • • • • • • • • 276 \ \ /\I :II \ f‘I:**** • I • • • • • • • 4845 I. I I I I / I I I I I I I I I I I I I I I I I I I • • • 256 • • • TRACT P I I I • • I • • • • • • • • • \ \\ ,,• Zli • • • • • N 57,0 • • • • • • Fo Lu Lu Lu KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / EXISTING MAJOR CONTOUR / / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT FO OH E - OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 El Lu' <H O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) fL)g co CE CE 8c\!a. z 00 (2zzz R000 WELD COUNTY, COLORADO • PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER GR28 92 OF 141 \ I 1 1 1 1 1 1� COI_____ r 1 1 1 1 1 1 11 \ 1 I I I \ F I • 1 1 I • 1 1 1 \ 1 1 \ • 1 • • / \\ /` \\ / \• ` 1 1\• X \ II \ \ \ I • • \ • • • I 280 �� \I• 1, 1 1 1 \ 1 1 1 1 • 4820 \ • • 1 • • 1 N • • • • • • • • 1 1 • • • • • • 1 {_\ /�— \ \\ 6 \ I ��`\ \ S. 1 `\ \ 1 .. `..,. 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S.S. •\ •`\ \ S. \ • S. `\ •`\ \ S. • \• • • \ • \ \ I • • • • \`• `• , • • ; • • \ � `\• ` ♦ \ \ \ \ S. • \ \ S. •\ •1 4830.55 `'. `� \ 258I \\ `♦ I\ I , ` \ ♦ \ \ \ \ S. \ \\ TYPE ..L.. RIPRAP N �.\ `\\ \\\ ` S. `\ `` S. ` `\ \ `, -\ _ \ \ \ \ \\\ 10 \ \\ `\ S. `\ \ \\ `\ D50=9" `� `\ S. \ \ \ \ S. \ \ ` . I Lp=13', W=6', D=1.5' `\ \ I\ S. S. \\ \ \\ \\ `I \\ )N.i `I \` \ \ \ S. S. \ \\ S. I S. CS' •\ I S. 4830.76' \ `\ `. \ S. `\ \ • I `\ I \ S. \ I • 24" FES ,--- .\ `\ \ ` • •\ • �` \\ N \\ ♦\ \`. •\`\ \ 1-` \' S. INV: 4830.74 \` S. �\ \\ \\ S. Cr ` `\ `\ S. •\ \\ `\ 1. I I 4833.19 \ 483S �`\ \``\ ``\ o \\\ `\\ \\\ \\\ \ ```\ •`• `• `\\ \ \♦\ `\`\ `` 2 \ •1 •I `N. • S. I `\ `\ • `\ S. • \ `. _ `♦ `. `\ • \ `•\ • • •\ \ \ \ \ ♦\ \\ `♦ N I ♦ •I III \ \ \ • \ `♦ \ \ \ I 1 \ \\ \\ \\ `\ \ `\\ \\ - I\ \ ♦` ``\` `�` ` 1 \ `• `• •• \\ \ •` ` ` `\ \ \\ \\ `\\ 1 \ \\ \\ \\ \ ♦` \` \` \\ \ \ \• • \N • \ I \ \\` • \ \ ` II I • I ,--- \ '�`\• `•�• \\` • \ I II \ \ `\\ \ `\ \ `\ `\� • I , `\ \ 'N 'N I \ • \`\ \ `\ `\ `\ \\\ \IN • \\ 259. \ \\ '\ • • I , __1_ --/-- I 1 '- 1 I , �K I• I I / / ‘...\••••••:::: ‘ \\I ‘ '\ I ,' , \. :, '‘, `, \ '• \ ‘• ‘• N:1(ry• 4840 / .\ •\ S. \�I \ \\ t • , , r , \ / • r. -,/ 260 . \ \• , ` - - - / ' / ; `\ \ `\ `• \ .\ \ `\ ` /, \ ♦... �. \• \I4. • // `I\ `-- \ • ♦ • N `\ \\ `\ \ \\ `\ `♦ \ \ \ \ \` `• � `� 1 \ \ - -`•S. •\ • ` • N S. • / , i I' \ \ I ` II ` \• \ `, • • 049 • • .• •.4• \ • '1 • II i f _ 4813.10 4813.10 • • • • • • / • • • • 1 • 1 / • • / • • • \• • • \ • • I \ I_.. I • . • •• ft.. -_,... •-,.. , , • `• `. • , ... , ........• , .... 7 .2"..... 4813.10 4813.00 • • • • • • • / • • • • • • • • • • • TEMPORARY RETENTION POND E2 SEE SHEET 1?4 NO STORAG 4815 • • • • • • • • • • • • • • • / • • • • • • • / I \ I l• • • / I • • • • • N • \*. ,T....,..... \ \ \\ \\ • I • N • • • • 1 \\: \ 1 i‘ ‘ 1 il \ • • • • • ▪ • • • • N N • • • • • • • • • • • • • • • • • I - I I I I I I / I • I I • • • I I I I • • • 1 • • • • • • • KEYMAP 100.00 / FO OH E - SHEET NUMBER LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) wc4 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 im CE fi2g cx (NI ml z OW zw WELD COUNTY, COLORADO 37660 5/16/2025 PRO_ PL ENG TAJ CHKE DATE 1/28/2025 GR29 SEE SHEET 66 93 141 • • I I \ \♦ \\\:X\ \ \\\\\\\\\\ \\'\\\\ \ \ \\\\ \ \ I 1 \ . \ ` \ \ \ \ \ \ \ \\ \ \ \\. \ \ \ \ \ 1 1 I / \ \\‘: \` `\ `\ \\ \ \\ \X \ \\\\ \\\ `\ \\ `\ \ `\ `\ \\ `\\`� \`\ 1`1 \ ``\ \\ ``\ \+\ \ \ \I \ ` `• I • \\\\ +`\\‘‘‘ ` ‘,:I / I \ \ ` ` \ ` \ \ ` \ \ \ \ \ ♦O \ + \ \ \ 1 VI I \ \\‘1:11 \ \ \ \ \ \ \ I I \ \ `\ `.`\ ` \ \ \ \ ` \ ` \\`\ \ + \ \ \ \ \ \` \ I ,4/ •; `, `\ \`, \ ``, \ •` \ \ \\ `\ `\ \ \ \ \ `\ \ `\ \11\11:X‘: \\\;, \ `\ `\ `\ ` `` \\ \I ' \ V2 •: X\ : ‘ V\ • • • • • I \ I 1 , \ :‘\‘‘ ,1/4T::5-01::: � \ \ , • • • • • / _ �'_ � � - � • N ‘v \ `\ •‘• / I `\ :I\ \ \ 1 , ; 1 \ \ �:X\i ,\:, \\\ \‘‘:: �\\\ \`\\\ \ \• • • ` `\\`\,\\�` \,\\\\`,\ `\\ \\`\\X\\t • • • • • • V • N • • • `VA\`V A` `V1\VV`\`V\ 1 `,`\`+ V A A V `\ V `\ A V 1` A ``A `\ `\ `\ \ V \\ `\ • / II I • ; I 1 ; ; ••♦ / ,--`__� / / I ; 1 ; \, `, `V A I ` V A A V `, `\ `� `V A`; AA\V`, V\ `, \ \\ `\ • • • • • • / / / I / I / \ III II 11 t 11 \V\ \ N.\\.\\ ,,,\‘‘. ‘‘.2. 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' '' 4827.00'' ' nb0 V� `\ `� ' \ `� \ `♦ N. %; - � / / ��/ \ 4829.00 \ / \ ........\ , � \ _ 1 4".,'.'7,.231 / ``♦ i /♦` \_ \ `♦ 7. ''4826.85, / �_/ \ \ • \ '�''�'�'''' 4827.00v," V • `• � • `• .♦ `��♦ „...,„\\ � �`� `• v♦ ` ♦ �`v V �`. • • • • 1 1 1 1 \ I \� 4840.33 • \ /1 4825.00 \ \ \ SEE SHEET 66 \ ` �v� ♦ ♦` ` `♦ ``♦` �, S \ RETENTION POND 9 SEE SHEET 122 NO BUILD/NO STORAGE , • ` \S. N. `,♦� • ‘". 4826.84 \` ``'S `\\ • ``. \ •` 7`\ ``\ .`♦ \ • \` /' / / ..-g. I/.\ / `\♦ `♦♦ `♦ `♦` ♦♦ \♦` `�` \ /1/7.--- \ \ \ \• ` �\ ♦ `• \ \ \ TRACT M • , s� \ \N N \\ ` 4 26.47 \ \ _�-' \`\ \\ ``�`.♦ \ ��.♦ \ \ `\ •\` \`^, 1 /\ \ \ \\// 4- ♦ \ \ \ • ♦ \ \ \ `C° / • \. \ \ ` \ \ ILL' `♦ `♦ "s s. .././ ''' /' I `` ``` • • W y� •I Iv A V v`• �� `\ \* V 1 N\ `v `\ / ... ,/ `�A / , A A� `♦ A `\ I I I \ \ • \ , `a 1 - ` \ • • • • 1 / / / / / / -- / 4825.00 s' Q / / �`♦ \ /• ♦ ♦ ♦\ \ \ / \V\V \\ \ /♦♦ `• •,\ \ I/ ♦`\ ` \♦♦� \ Q , `V V \ / \♦` \ ..Q / / / / / / \y S. `\ y,, `\ \ \ \`\ \\•\ \\ \ \ ` \ ` `, \ \ `♦ \ \ \ \ .\ \ • 1 / \ \ 1 \ \ \ 270 \ \ \ \ \ \ \ \ \ ♦ 1 1 1 1 I / 1 271 • • • • • • • Xi J Iw KEYMAP 100.00 700 / / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 El 12‹ Ct Lij DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4.144444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g Lq.0 im CE CE (N gzzz WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PRO_ PL ENG TAJ CHKE DATE 1 /28/2025 SHEET NUMBER GR30 SEE SHEET 66 94 141 I' r "/- '280/G I i l / 4840.33 ` v\ I / /fi----- 4840.33 4840.46 4840.46 1 1 1 • • • • \\\\•`` • • / •--/ CULVERT E4 •� 15" FES INV: 4841.45 \ \ , \S.• „,` ` ` t c S. \\• \ ; S. • • 1\ `\ / `\ \ \ / \ / / \ 274 • I \ \ \ •• I 1 \ 1 ' \`• \ S. 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OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 W 5/16/2025 Q O DESCRIPTION REVISED PER COUNTY COMMENTS I REV. 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S. `\ \` as \ \ 269 :\i‘, '\ \ �\ S. \` \\ \ \\ `` `\ `\ • \ S. \\ S. `\ \ ♦`♦ S. 4 �\ `\` S. \ \\ ,\ 4E I \ \ \ `\ `\ \ \ \ S. `\\ \:\‘‘\‘‘\\‘‘‘‘‘‘ \ \ `\ \ S. �� FILING NO. 1 ` S. \ • I S. S. • N ------ --- \ i S. `, \� S. \\ \\ \ ♦\ \ ,` \` \ \ �`♦ 4822.12 ``S. --- --''-,__/ , / I 1 , , \ \ S. S. \ \ S. \ . \ `� S. 4822.00 \ '` TRAI '- I I , 1 ' S. S. S. S. \\ ,� • _---_-_----- / ' ' 1 \ 1 \ S. S. \ \ ''> S. `_ I . I I 1 1 S. S. S. S. ,\ \ / I I I , \ \ ` S. S. \ S. S. \ /♦ ♦ S. I S. S. \ '�/ `---fit - �, I \ , \ ` S. S. S. \ ♦ 1 r� ` ,i 1 S. , \ \ `\ S. S. \ `\ `♦ S. ♦` 1 ' 1 ` \ \ ` %r / I S. %\ S. ` , / ,I I S. ` S. \ ` `\ I\... 1 \ S.S. . ♦ \ i ' / 1 S. S. ` S. S. • ` 1 \ ...".. ,.........--- • • S. S. S. \I / \ • / ` • \ / \` \♦ `�\ \ \` \I \ ` • / / / \ \ \ \ \ S. \ / I I I I 1 r S. S. • • • • S. \ S. `\ S. `\ \ S. \ \ S. \ S. S. S. S. \ S. S. \ \ \, \ \ \ \ / / / / / / \ \ \ \ \ \ \ \ ` ti \ `� S. 1 1 \ 1 \\ / \\ ,\ \ S. S. \ • • I I I ' I I I I Vi KEYMAP z- 100.00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER IEMENIMMY (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) FO W OH- E - X EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE ,000000000000\ NORTH AMERICAN GREEN SHOREMAX ° ° ° ? OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -41.14.14.14 U z a 127 z W CV -I o .° - z Z Z Z RO(.9h- Jz z J 0 60' 120' WELD COUNTY, COLORADO 37660 c)•, 5/16/2025 . J PL TAJ 1/28/2025 • SHEET NUMBER mml 1" = 60' (HORIZONTAL) GR32 96 Or- 141 • • • • S. • . • S. I I I I I I I I I I I I I I I 4823.17 1 1 II • 4821.52 N. 4821.52 . • \ \ _ . \ I /- `♦ ) • /I `, S. \/ ` ........ . S. I .`• ` '. S. \ S. \ \ \ 1 ` ♦ ` ` S \ N \ S. ` • • • • I \ \ • • I , I \ I \ I \ 1 \ S. \ \ \\ \ \ • • • • x / 1 1 S. \ • I 1 I I I I I 1 1 / / / I / I / I I I S. 1 I I • • 1 - 1 1 r�\ S. S. S. S. • 5' 0 O 0 • • • • 4821.34 / X • S. S. . • • S. S. • \\ I -- \\ ` ` -• • 1 • \ TYPE "VL" RIPRAP D50=6" Lp=11', W=5', D=1' • x x • • • 1 1 1 • • • /• •\ / • 1 • • • • • • • • S. • l '\ _ `♦ r ,_ \\ -\\ ° \\ S. \ \\ \ 1 \• \ \\ \ S. \ \ ` \ \ \ S. \ \ 1 S. \ ♦ \ `\ S. `♦• \ `\ \ S. ♦ S. S. ♦ \ S.•• \ • \ • \ • \ `-- \ • \• SEE SHEET 66 TRACT R e • ♦ ♦ • • • x x • • • ) / / / 1• \ S. • • • S. • S. 1 1 S. • S. S. • S. • 4825.55 • 4825.55 X X • S. S. • .` • G7 / \ / 1 17i 1 I 1 I h I 1 • o � I ♦ 1 S. 0 S. 0 • \ • S. S. S. S. S. 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N. , /: ///‘‘‘,/ // , 44. „L.. . . . . ... • • • • 1 • • • • • N. • • • \'266 � \ - -\ \• • -- - \"' '''I • • • • • • • • • • • N • • • • • • • • • • / 24 FES \\- \\ • \\ • `\ • \ 1. - • _...... \ f / 1� INV: 4823.85 �cQ� `♦ \ I \ --\ `\ ``\ `I ` • `N ` - - V / j it ,' .•'_, • • eS.♦ ♦ ♦\ \ ♦\ .` .� I I --I + \ \...------1.--- •—— ti I -- ?—tom-1 • 4820.74 4820.74 4825.51 S. 24" FES INV: 4823.25 • • • / / / S. • S. • s ♦ S. S.• \ S. \ .. • • S. S. \ ` ♦ `\ S. • • • 4820.31 S. \ X X X X X X I • • • • N `\ ``` • \\ 1I S. • S. N. S.• • `♦ `\ \..„:\7‘. \\ \ S. • • I S. I• • \ \ • • ' ` S.• • • \I • • • • \ \ \ ` \ \ I \ ` `\ ° S. •S. S. S. ` S. \ • S. I \ S. \ • • • • • • • .- . \ • \ \ S. \ S. . \ S. • S. \ S. • S. • • • \ \ \ S. \ S. - • \\ • 5. \ S.S. N -I---'-\`• \` \ \ \ \ \ \ \ 1 • I • ♦\ `• \ S.S. \ \ • \ S. \ \ \ \ \. \ • S. • S. \ \ \ N \ ---\ \ • • N. •S. S. - \\ S. \ `. \\ `\ \ `. -�`\ \ S. S. `\ \ \ S. S. S. S. S. - S. S. S. \ I \\ N. .` •S. `•S. \ N \\•S. S. \\ \ / • S. N/ \ S. \ ,• • I ' ' - - - Pr ‘ • S.• `♦N. \ �`\ `♦ `♦• ‘•\ `\ S. S. \• • \ `\ `\ S. S. 1 N • • • • /`/ \` • S.S. •\ •S. \ • / \♦ • `\ \ \♦ • S. •\`•S. \ \`•\` `\ \ \ \` S. 11 \I / \ S. \ S. S. S. S. `\ \ S. \ I 1 ` •S. \ •S. S. S. S. N \ •`- ` S. \ S. \ S. 1 / \♦\ `♦• • •\♦ `♦ `\ `. N S.• \I \\ `♦ \ S. \\ `._,' / N. • • • • • / S. S. S.S.S. \ S. S. S. / \ S. \ S.• ♦ \ \/ •, I• 7 S. \ S. S. • / / \• S. \ • • \• • S. ` `• \ \ S. S. \• S. N. \ N S. ` S. ` \ S. I• ``` S. ``\° \\ ♦`\` \`\ ``` \`\♦ N ```\\``\ ``\ ``♦\N `\`\ S. S. S. \ `\ . N S. S. \ S. S.S.\ S. \ S. \ N S. S. • \ S. ``. \` •\ �` •`\. ♦` •\`♦ \ \\. \♦ \` • N\♦ \ \`. 4819.42 ``\ ``\ \`\ \ \`♦ •``\ \`\ •`\ •\ \ ``\ ``♦ \�`♦ `\`\ N N S. • • ♦ N• . S. S. I;`��,,♦ S. ` •`\`\ • \ • \ `\\` `•\\ �`\\ • `.`\ • \ \ `.\ \`♦ \\\ •`• ; N \• S. \ ♦ \ \ ` \ \ S. S. S. \ \ \ ♦```� I , ♦ S. S. S. S. S. S. . \ • \ • S. • • • • • • N.„ ..\ \ ♦ S. S. \ 19.39 \ \ \•S. S. •S. \ S. • \ \• ♦ \• \\ •\ S. S. • \ S. \ •S. \• \• \•` • `\ `` `` • • I'lll/ / ` \\ N \ \\ \\ \` N. \`\ ♦\` `\ ` \ S. - - • • \ S. S. S. \ •N. `` S. \ \\ \♦ S. S. \ \`` op TEMPORARY RETENTION POND El SEE SHEET 123 NO BUILD/ NO STORAGE CO • • • • • • • • • • • • / • • • • • / / KEYMAP 100.00 FO OH E - SHEET NUMBER LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) El Ct wc4 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -41444444 CE fL)g cx (NI ml WELD COUNTY, COLORADO PL ENG TAJ CHKE DATE 1 /28/2025 G R33 97 141 W H Q 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 w 5/16/2025 <1- 0 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. - QaQaQaQ I I I I I I I I I I I I I I I I I I I I I I I r ' O-, II H CD • r'_�`\•\\\\`•�\\\•\\`\\\\\ \ i\ i �\ \X ``\ ` \' \ ` ` / / I I \ `\ \ \ \ •\ , I I I '. i �\ _�� ♦' `, 1 \ ` l 1 \ \ `• \ `• ` \ I A • i: : , V J i \ \ -- 7mss / 1 1 ` \ \‘‘..."--..s.......•-.....:•••• ,/ \ I ,/ / CD II 11 \ I I _--• ___-) \ 1 i \ \\____i 1 • / W I-. -. / -'• •- - ` _ ,'1•=^ `•-•••••.:_•>„• ` �` `\„ -' �•'-. 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N \� 4885 .,� S W \ \ `\•/ 1 \ ��----w��'� soi . . o 4855 \ \ 1 \ •♦ ` S R� P S 48g0s �.� r��O,Y�� %��''�.i�f _s �� ♦ — / i I I I I \ -�\ \ \ \ \ `N •` \\`\ \I `• ` \ \ I I `� \ ` k` 1` \`\ 1\ \ \ 1 i SEE SHEET 104 \ \ N 4850 / - d 4850 -\\\•\\ \ , ,- \ • \ \ /11/ , ,1 \ \ ` \ \ • • /z1/,/11,),/)//ii/III/1/1/' / \ \\‘‘‘‘‘•\\\ `\ `'`\\ `\ `\\\` -\ \ \ •` `•.\ \`\ \ I `,--- `\ `11 I \ \ \ \ :\:Ilt / I I • I 1I I •\ \ ••\ •`�\ N '• • KEYMAP SF lot PS SR SP SF LEGEND 00000000000 oo°o°o°o°o°o°o°o°o°o°O� peoeeeeeoeeoa SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL (SEE PLANS) RIPRAP w 5/16/2025 <I- 0 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - l*l*l a UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO Z 4 Z U a. O Z )g ,Il! Z oO< �NO ozzz U Q 0 U(9(7) o_ u_ WELD COUNTY, COLORADO 0 100' 200' 1" = 100' (HORIZONTAL) 37660 _=- %.---70% 5/16/2025 r��\ %/SS/ONAL /////I 1111111111\\\\\\ PRO._ PL ENG : TAJ CHKC DATE: 1/28/2025 SHEET NUMBER EC3 100 141 W H Q 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. 4444444 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -aa44444 DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -aa44444 w 5/16/2025 <1- 0 REVISED PER COUNTY COMMENTS DESCRIPTION REV. NO. - QaQaQaQ DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -aa44444 w 5/16/2025 <1- 0 REVISED PER COUNTY COMMENTS DESCRIPTION REV. NO. - QaQaQaQ \\ \ ♦ ` \ 1 • - \ •\ '' I ` • •\•\ -F- 1• • • • '• •▪ '' 1'1 S ' ' I I1\ ` \ \I S. 1 \ 1 I1 I A\,.1I 1\\1 1-�I \ \ \ 1 \ \ 1 1\ \ \ \ \ \ \ I \ ` \193 \\ \\ 1 , , / / \\ ,`\\\''\\\'` `\\`\`\\`\`\\'\ O,`\I\ I\\ `\ \ \ `\ \ \ \\'\\\`\` `\l `\\ \ • �\ \• \` \\\\•\(-5`•\•\••\ `\` ICI '`'\'\• \'`• - \\ �'` '`'•\'•\'`'`\'' ' �� 11 \ \ \ \ \ \ • \ \ \ I \ \ \�/\\ `\\\� I \11' \`,\‘\‘`\\�� \ \\\ \\\�� I� I� 4,kIft v , `, �rilllIi / V A '' \ • \\ �, \ -1,- ` \ • `` ' `�;\'' `` + 1 1 1 \ l \ 1� 1 l0 1111 NORTH AMERICAN GREEN P300 EROSION CONTROL MAT E STAPLE PATTERN `\ NORTH AMERICAN GREEN SHOREMAX OR TYPE M SOIL RIPRAP • e Q .` ` �` - , , , I 1 I, I '' ' - / / , / --�- I ; / ----- 1 I -�_ \ \ I - -- / ,-' /I / I I I / // ,- I / 1 / / ' ' 1 1 / I I 1 1 / '--1- ' ; 122; , ; / I I 1 / I / I , / __ / I I / / / ' I I / / / I / /i / //// // / / / / / / ' 'T / ' /- 1--• '' / /' //// ' / // /1 I- '//'/ -'////- ,„ --7 i / 1 % \ `\ \\ \ \\ \ 1 1 I / / ` 1 1 \ J / • I 1• \ 1 \ 1 . ` \ `1 \I 1 / • ` `\ 1 •` / , I \ 1 1 \ I \\I I i •/ \ I \` •' i \ `\ I \ I \ \ `\ \\ 1 \ I I \ 1 1 1 , 1 \ • l `• \ I • l\ \ I \ `I I 1 I \ /\ , I 1 1 / \ \ \ I I / ' I I 1 1 f ,' / I I I I I / I // // I , I I I '' 1 I -I 1 1 / /'/ ' - /' I I I I -' /o /I - -, I i I I -- ' / / / I I /' / -' I ' I i / ▪ -- 1 1 / /--" / / / / I I % ' / , / -- / / - �/ i I I '/ , '� / / I ---/_----- NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL (SEE PLANS) 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO w 5/16/2025 <1- 0 REVISED PER COUNTY COMMENTS DESCRIPTION REV. NO. - QaQaQaQ w 5/16/2025 <1- 0 REVISED PER COUNTY COMMENTS DESCRIPTION REV. NO. - QaQaQaQ / I 1 / / I 1 I I t I TRACT H S. • • • / \ ' 0. . ♦ \ • `♦ \ • • • .`• \ ` \ • \\ \ • • •• r, 1 \ ., 1\ I 5 ` • ♦ \ •♦ ` S. ♦ . 1 , .- X. N. • • '. • S. \• `•`♦• \ ♦ `\ \ ♦ o 6/53 • • , . . \ ♦ 1 \ r \ ,'\ . \ `♦.`/ 1 I 1, , \ \ 1 \ I �♦ \ \\ %` I I \ .\ \/ `•♦` \ ``'5 `�• ` / 11 I `\ \\ / I ....\< \ ♦ N. • X. � `___' I I 1 1 1 1 / \ N • / I I S. / \ ` I I \ `,` \ ) 1 I ' . --- ♦ `♦ '` \ ` \ / ` // N S. ♦ ` •\ / ` ^ ' /`` \ \ ``` Y\ // \ ` / `` / ,.// `\ `-/ / \ \ �/ W ./ \`.) \/ 1 / (.0 / / 2 --- W // / W / / / 2 Il co • • 74' J L SEE SHEET 107 - - - M —\—,— •1 M , I 1 I 1 , I I / I I ', '1 I I /' I I I I ,- ,� I I I I , 1 , 1 I ,' - . - I I -P 1 1 / I CO \ 1 Cr) I 1 / _ - 1 I /� .' i' ) 1 1 �•.' •.' ' 1 1 / , .' �.' — I / ,' ,, / . _ / 1 ' / / / , / / • /'' / ; ' / . .../' I O I 1 / ' I I I , °/ I I / .' 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I 54 /�-- • I\ `` �. ... a ! \ 1 \ < \ 61-' �,—_—'82 \ •\♦ \ 1 , ` �/ \\ \ 1 \ `• f/` 113 ( I I ( _, / /20.00% �`,, S20 520 60.16 0.20 0.33 - 253.00 To Pond 54 UTILITY CENTER NOTIFICATION O F COLORADO ��\\\\IIIIIIIII///// O\\ PDT ll� �/ \\ 0 . .. .. it � �� ' �;. j 'L p� O E-_-- 37660 fi. J V V � ;•w� �� 5/16/2025 i .� 1 1 I I 1I ✓ / 13 -- q / , - I►, I \. \ , I f / lit\ �� \•�� ar.�.� ' / \ _ \ 1 — t� �`` `, •\ I ,' "' �\ '- fi •l \ \ ` /' — �� \ •` r ♦ , i�\ , • ♦ , \ \ — _ \� / - . 521 521 7-12 20-00% 0-20 0.33 4.61 14-58 To Pond 54 / —' __I ^ I III 1 1 55 \\ - �, 1 �� / .�\� ;;'\� // 1 / ,,-<,.... \. /. 92 \ I- — - \ \ / \ /� 116 \ , r' \ \, , 522 522 17.11 ° 20.00% 0.20 0.33 11-29 35.69 To Pond 54 , , �1 - --- _.. ' 111 _ I 1 I >— 1 �I ► \ \ \ , / ..\ . \� \ . �.\ ;. / 43. X /_ —`— \ 1 .. / . l . —� — \ ' \`—_ \\��` `- I ` / ��., / \ ` \ , �, , ,\ ' 523 523 7-02 20-00% 0-20 0.33 4.07 12.87 To Pond 54 _—' �� ^I \1/"--- , 1 , . `` , i \\ \ 50 /�\ \ \8. '/ r/ \ 60 - 83 I / ` ` \ . .\' / I 0 / - _ - - 9 1 \ 1 , e•`' �_% ` •` \ ,\ v ,/' ; \ \ ` �` `\ ' ' ` ; �` Ul Ul 5.44 2.00% 0-07 0.22 1.32 8.02 Flows Offsite _ _,1.1y,•;,7----1 ' ' L —� \ J /49 \ !/ / ' / \ ,\ 56 l' `♦� •_ - ✓ / �i \�\\ � —_ /i• , e \ t `V7 `, \� 112 j •` - •I U2 U2 275 20-00% 0-20 0.33 1.93 6-09 Flows Offsite „ -� ---- �I171"y1 �. / *N. ,\C • - v` ``/ S19 �� 411 °\......... � • \ S13 ,1 �9 ' /'1 �� II ,�� _-- _— U3 U3 2.59 2.00% 0.07 0.22 0.66 4.02 FlowsOffsite , ----- ` V S14 / 1 VA \ �' l XS.: \ ri 'r` / II �---- I \— �j• t ' 84 \ / 1 \ I n EAST AREA ®1' \� .•C / ' '/%/ // ` '1 '\,,\ 0.20 Inr ;\ ��,� 1 \\\` _— \ ozo 4e ��` 67.43 0.20 59 / 72.83 \ \ CULVERT 37A r �_- ° L ` v �'�\ \ . � I 0.33 \ , • / \ 0.33 : _ _ - i a 1 ! I, , 1 A ' F1 F1 12.34 72.10/0 0.15 0.29 5.46 20.07 To Pond E1 /�''• c.., ..4/-.. Q / S/.......... A ' \\\ // NAL �\\ �////IIIIIIII11O\�� V v vA 020 T v ,.45' A`_ / ' ` V ,,,•\ FI �� F\,-- A �,`h \ A V �`, , /' \ \ CULVERT 37B i 1v, ,1, - r ` FZ F2 6.56 72.10% 0.15 0.29 3.62 13.31 To Pond E1 v _--- ` . - -- / V' / / , III I /z'• a�,. F,/,,;( \ CULVERT 39A I 57 I . �� \ \ �i f 1 I j� �\ 90 I (k I I I. Ir.' E9 E9 8.26 20.00% 0.20 0.33 5.98 18.91 To Pond 9 , 1` = 1 �\�:. %' ' .�_ -� ` I I \ •-_. \ _/ ,.r• �'— — �I�1 _- `; - / �I I I I _ . 1 j , \// — - _. V `,' / CULVERT 39B-qg" ' , 1\ I , \ I / \ , ' CULVERT 24A \ •--� \ I"' =— — ` �;; -..; I EN1 EN1 3.89 20.00% 0.20 0.33 2.74 8.66 To Pond E2 / •, •\\ I L — .�' ®\ro s�,- "'— , /.1 I / \ s8 �� - J wll (,1 / ` , • ' ` \ `v _ _ "47 ' ' ` / 1 '� -,111/, / ,' os�-� CULVERT 23 \ \ , I r,�\ CULVERT 24B �' ' \\ \ t 1l \ / 710 \ ` EN2 EN2 2.12 20.00 o 0.20 0.33 1.47 4-64 To Pond E2 I/ ♦ / / \ : �\ —'` _ ♦ I i I / r r —� /— I — - \ , / 9 i^ 1 , l ; II'II I 1 \ \ ,\CULVERT37C ��-^. I/ / - G , POND 111 `\ j EN3 EN3 2.21 20.00% 0.20 0-33 1.68 5.31 To Pond EZ ' I ` ` �` �� `'' ` I I i89 ► 1 \ PROJ NO: PL n -- /'/r \\ — — — r — - - - 400- 'lit' �— J 1' $4 \ EN4 EN4 10-83 20.00% 0.20 0.33 7.06 22-34 To Pond E2 ! /' Ilf= • \%—_ R T>�� ` C\ %\ \ - - = %= \ — /\ 1 L, --' • • \\ EN5 EN 3.65 20.00% 0.20 0.33 2.48 7.83 To Pond E2 PI•lc- TAJ I , I = `Tir `� I \ \ - \ _8.\` _ _ . / / .••••5•_- JI" -�\ ;� 1 ;'_: - �l—= \ , , ,, , 67 • // , — I I , 09 ;1� \ EN6 12.10 20.00% 0.20 0.33 16.41 51.88 To Pond E2 \^�-`EN6 _,--\\ \ ` i \` , _ _ III L n ` 516 , •\ ) CULVERT 40A- '� N` • \� I. , �1•\ I .• TI `•1 " \ I ` \ I II t\ \ �' 86 t rl— 1 `\ ��_ F/ / lid 11' \ `\ -`\ EN7 EN7 18.52 20.00% 0.20 0.33 22.75 71.93 To Pond EZ �- �r CHKD: ,- - 1 t '1 �\ , CULVERT 40B S3 '%' I ' ` \• . `\ // / ) r 88 S20 I;k \� ° \• \ \-�'. \ �I \ \ / 1Nil' COII .\• „1. , \ \ , \ .� \ \ ,- � I \ E51 E51 24.86 20.00% 0.20 0.33 18.53 61.20 To Pond E1 ,' \ \ 0.20 , \ 102 �,i 103 ♦ r J • • 0.20 \ , 1 ► ( ' /I- \\ 1\ /I \\ \ \, \�' l ' l \ \\ E52 E52 8-77 20-00% 0-20 0.33 5.79 18-31 To Pond El // \ T® ,.y.. 1 ,\ I I _ 'i. `\ 1 /28/2025 )i.'‘' ® ,` \ �— II \ E53 E53 27.69 20.00% 0.20 0.33 29.59 96.50 To Pond El ITi J -.,I. ` r Aft . \ �\ 1 1 ,.\ ® I \ - A ' \ of \ \ EUl EUl 14J7 2.00% 0-W 0.22 3.19 19-36 Flows Offsite I 7 CULVERT 38A- i v` v I VV 'I v `' , 0.20 /®� l� v ' i'V _ —I • v `� I --- '' 1 , r'' cos , �� ♦ - �• �..�t_ol 0.20 i\ � \ \\ ' CULVERT 38B , \ \ ` I 1, • I \ I ' 1 I \ f \\ •\ I__,OB III I `v '` \ \ , v v I I / f / _; \`\` / I I , 1 � \ ` 11 , TRACT , ,1 \ ' V ` •� �'"`` 4 .\r-... �\ /. 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I . \`. `` , \ . \ ....',/ ., / / I \ \ 1, \ \ ` 1 , , 111 K 1 `_ 1 A X. \ I , , LEGEND DESIGN POINT SUMM V TABLE Cumulative Cumulative Basin Design Area Percent C10 Cl Notes / \'\ 1 Designation Point (ac) Impervious 4m (cfs) (cfs) ,— , BASIN — DESIGNATION D1 Ce •_ N' O , �, �, i Ir' �I `�\,"\\vrj1\ N OW4 OW4 80.70 2.00% 0.07 0.22 6.53 39.60 To Pond W1 \�� „,..---.-..5i,„.---</-7 t' _' ( J 1 OW5 OWS 590.74 2.00% 0.07 0.22 572.20 To Pond W1 — '` \ \ •` ` ' { l� / OW6 OW6 173.92 2.00% 0.07 0.22 192.10 To Pond Si \`;, ,1 /'— `. + / \\ \ \ J �` ♦ r—_ •'\ \ ` 1 1 1 I / ,,\• s/ ,--\�� - `-� \ \ `\ \ 1 , , / \ I i I ( / I•- t ` I` ,"\'- \`�` il\ j 1 \I , I, \ 1 1 ,� , I, ) \ ‘,•••.,,,, 1 W1 W1 11.26 20.00% 0.20 0.33 - 286.70 To Pond W1 // // \ \ \ • / I l I ,-. - ` \ \ \ ` 1 /I , \ 1 I / / / _ 1\ , / \ \ \I , ,\•\ W1a W1a 10.26 20.00% 0.20 0.33 - 290.77 To Pond W1 \ \ ` \ ``— l 1 /� ♦ --\ `\` ` \\ ` ` • ` t 1 ` \\‘‘ / 1 \ \. ' \ --\ \ \ I\ \ \ 1 ' ` ` I - _ \J I t i I I 1 • I , �•' —`--- `\ 1 II t / /, - J 1 I `\ — _ III I \ 1 ` ` — --------2,/,, 1,00 0.62 O W1b W1b 8.61 u 20.00% 0.20 0.33 4.96 15.69 To Pond W1 \\ , , \\ , �_, \\1 I \ \ , / , \ \ \ \ • \ \ • \ 1 / \ ` \ \ \ 1 /1, ,1 •t1\ •\\,.\ \\ ,,\ ` \ \ \ , •\ I f . 1 1 I I I, \ . ►/ , \ `�__,t \ fl I ` IIIIIll+ -/ BASIN AREA (ACRES) 0.78 C100 �� 411111 W2 W2 32.15 7.34% 0.12 0.26 9.70 52.01 To Pond W1 \\,\. - ,.\� ♦ \ `- / I I I I ` ` 1 t 1 ` ' ` \ \\ 1 1 1 \ I \ , I \ \ \ \,I t\ \ \ \ \ I \ , 1 , , t \ \\��.,' I . \ , / / I 1 l I / \ '` ` \ 1\ , I / I 1 •1 • \� , --ti,l W2a W2a 4.40 13.76% 0.16 0.30 10.01 52.37 To Pond W1 .0`. / 1 , \ / \ \ \ \ \ `, i t I 1 1 \ \ \ 1 1 1 I ` `. i 1 j I `, / `\` `\ ` 1'1. I , \ I \` `, \ I� N•.� -,/ , \ \ / ' , / ' + --- -\ ` `_ —a \ \, I \\ \� .`--'/�/ , . ` �+}, W3 W3 15.56 20.00% 0.20 0.33 9.68 30.61 To Pond W1 ♦\ \ I . l tl'\` \ \ J \`\\\ `-, I ,1 t , 1 I �iiy\,• \� •:\ Y •`I /t I —L \ `, N `\ ` I ` / , -=,; --, - - ' \ ♦ \ / / r —' '___ — < ^ + // Il, I\ - /, X DESIGN POINT (XI< fA Ce J O W3a W3a 26.56 20.00% 0.20 0.33 19.65 62.14 To Pond W1 • • ` .-_'/ ' I ' ( — t ` \\` \ `\`\_ , ` `\� 1 I \ \\ — • I I `\��. ` ` \ \ \\ i`I I //, ' \ \ ( --- ' / `�/ 1 r—` \\— '_—\'- . ,//r�,l,t \\ \\\ �'', , 1 ___ = ----„....-:-::• l r, I/ •EN1 ; \ 1 , __ - \ CULVERT E1 \ I 1 1 ` \ • \ ` \ 1, /•,. '.—.` ``.__-/, ` / / / ` —• / W3b W3b 0.97 20.00% 0.20 0.33 0.69 2.19 To Pond W1 — / 1 t \ �— •\ I I t \ \ / / —.— --—'/,'// `\ 11 u (--..- �. -`\ 0.20 / / _-• 1 I ( - \ \ 41 , \`\\•\ \ , / „. \ \\.`,\ �,r/, , Ii W4 W4 46.79 9.51% 0.13 0.27 17.56 69.72 To Pond W1 \ 3.89 /,- / ,^ - 1`\,--' / 1 I 1 ---�- - -, ) Y •\ \ ,\ \ \ r'1 / , \ \ - _ \ : .:— , W8a W8a 1,11 20.00% 0,20 0.33 0.78 2.47 To Pond W3 1 , 0.33 / • .' roes ...."-..• - I i/ �� _ / I !— 1 , r• \ \ ,r \ \ \ / - / - ,--`-- t \ \ \ , \ / r , ,- —\ \ \\,,, •, - W8 W8 23.25 20.00• 0.20 0.33 14.05 44.45 ToPond W3 \ \ • / //�-�/rte —• - _ _- \ \` ,� ��_ — EN6_ _ �� '_ \ t •\ \ \ `�_ / _/ i , -� t •• \ \ I , ,� \•, , t , -� \ t \_ \ •J WS WS 37.23 14.46% 0,17 0.30 17.67 61.53 ToPond4 \ 1—r �`` \`yam \ • �� ` l 1\ f ' 255 0.20 �\ —� r �• !'r 'c^� C—� ;—� f / '..._-....„,---.../. W Wfia W6a 23.24 10.49% 0.14 0.28 9.81 37.75 To •\\ •,`• I g/ rt>� \` \ ? \ / 12.10 • _\ \ • -� �r�, —�\--\ / ``\ I\\} DRAINAGE BASIN BOUNDARY ` �/ 1 — ` \ \ 0.33 256 - —,� —� EN6 * --�� -�,,-�— //77- 1 / 1 \\\ ', ' / '\ W6b W6b 6.46 20.00% 0.20 0.33 26.98 95.88 ToPond4 ♦ _ \ �� \, � �} \_,_, ,/ , , ,_ W6 W6 9.70 20.00% 0.20 0.33 6.19 19.59 ToPond4 \\•••••••,.... , `—' -,`, 1 �!/ `' \ \ ---\ _ `--\ __,257 •` \--Q �� _ `� \\ \` // / -,,� / , �-=- _\. '-_ W10 W10 18.22 20.00% 0.20 0.33 13.86 43.82 To Pond 4 `r \\ /' / J \ EXISTING TRIPLE CULVERT EN1 = `\ Z_�` ; ; \a _ `�-� '� -',...."(,-<,-;;• � ' 'e �,/ `- _ ', • N �- i"=- ____ , e\�\ 254 ��_ - �- \ , I \ \\',.. 0 •+- �_� s- t /// / PROPOSED STORM SEWER/CULVERT 700 „__,,,,,____Y PROPOSED MAJOR CONTOUR �0 �� PROPOSED MINOR CONTOUR DATE 5/16/2025 W11 W11 1.44 12.10% 0.15 0.29 0.78 2.88 To Pond 4 . t -\ ` ,� / \ \ I -L y u I r \ 258 \ �` - _ -- —� r — t \ ` `` \ ` 1 /� ' \ __ •• \ `. - �`\• \ `\• , — :%�, ,' ` ` \ �\ ; `•, \ \ ♦ I E2 '/ �� — 1 \ �` \\`� \‘‘...._...,• W12 W12 806 19.44% 0.20 0.33 5.14 16.69 ToPond 4 \ \ \_\ I 253 CULVERT E2-1 / tTT' �T a1 s 1 EN _ --. --/ `_/` \ ` `` \ - I %/ ` ` — \ \ v.L� CULVERT E3 .•—v — -- � r 1 + ` v v vv "r \ W13 W13 13.69 10.35% 0.14 0.28 32.92 113.44 To Pond 4 \ +�1i N. \,...‘ , /� 11263 �� EN2 `��D �1 v.vv , , a .Z_ , , \‘‘........,... '`. '`. �; `--'` 1 vv�vv \ ♦v A �- / �� I + t _v'v _ I �_�"�lf� �,� �� ill \� -- -_ v`. \-s, `, '.--' -- —.� v \ v W14 W14 179.18 9.22% 0.13 0.27 119.80 ToPond 4 v v ,v . ` —� •� EN4 �� A'� v , ♦ y v v , ♦ ` • W15 W15 4.66 2.00% 0.07 0.22 0.93 5.63 To Pond 4 v_, . vAv, \ l \\‘‘‘‘ \ �\ \' EN2 •\ ♦�� .. / I 1 2.12 0,20 \ ` 6� �. ' \ •\ ,. --- I =JJ _ _ v v_ v V• / / - -- - --.4 ' -'-- /` \ \ \ . \ f _ -\ \ / \ \ ,• / W16 W16 2,35 20.00% 0,20 0,33 1,66 5.25 To Pond S1 1/4•••\‘• V I t ,,/' / / �� "` ((( \ .. 276 \ 1 - 1 / , / \ ! \ t } \ ' / I I ' 282 1 0.33 t„ I ` , V A % \\ 259\ EN7 ♦ ♦ \ ! � . , ../ v \ . , A• / , � c \ \ / •` ♦♦\ \ \\ I ,' ! - \ ` / ` ` ` `\• S1 S1 27.67 20.00% 0.20 0.33 101.70 To Pond S1 `•`— '{ 277 \ • 0` ♦ ♦` `` / /O EXISTING MAJOR CONTOUR O� / �% / OO EXISTING MINOR CONTOUR �� FLOW DIRECTION -.._.._.._.._.._..- INITIAL OVERLAND FLOW PATH --•-••-•------•-••- CHANNELIZED FLOW PATH DESCRIPTION REVISED PER COUNTY COMMENTS 52 S2 21.99 20.00% 0.20 0.33 107.40 To Pond S1 I \ /'/ / \ \ . v I I ( \ ,� / ��,1, �i / 7 • x 1 \ `' V - \ I\ + ‘,.‘1".\\ 18.52 .—\ \ ` \ •0.20 / `- - •\ ` / \ \ ` \ , . / v v / . ♦ ` ` v F `--' \ •\ S3 S3 6,09 20.00% 0,20 0.33 3.96 12.53 To Pond S2 t r . /, 11 ,'t ' �� \ el I \ ;' / , o\Iy� i:��e� w /\�v��. ♦ A •\ 279, �\/- v� 1 �• i. \ , \ \ \ \\ 0.33 / ♦ . t ' `\ `\`;\\\. S4 S4 21,13 20.00% 0,20 0.33 10.75 34.00 To Pond s2 / I i 11 \ \ \:>�� 1'II`; �. \ f t 1 \,t ,,,, / r/• ,\ // 1 t1 I `\_; t 1/` , ' " EN4 t- f \ \ , r \ / /,\\ \ \ , \ ! - 1 , . t /' /\ •\ \♦ / 11 \ , 1\ \ \f \ \` \ \,� - , •, \ 260 1 ti, __/ , �_\ \ \, I 1 / \ \ \• S\\' SS S5 8.62 20.00% 0.20 0.33 8.43 26.67 To Pond S2 , \ , , \ A �, �/ ` ,` _\_ —t _ 56 56 26.22 20.00% 0,20 0.33 28.88 91.33 To Pond S2 �,�,, i \ • • ` d ( •t t 1 t �, '�\� ' \ ` 10.83 / _/ 1-`---1 •_ `\ t 1 / \ \ , �,,� , , \ , • t ` `ck� 1 1 \ `\ t °ri`�. ,G: 276 ,\ / li I ' -_ ` . I \ \ \ \ 514 514 22.84 20.00% 0.20 0.33 11.80 37.32 To Pond S3 \ / i. / t' \‘‘ `,• do:, 280 J i / 0.33 •\-•••, ,'.‘s...',5// \ k1 \ t •N • i / / ,•T s1s s1s 23.29 zo.0D% o.zo 0.33 12.97 41.02 To Pond 53 `�%�- \\\\�� \\\`� ' ' \I /// I V. \• \� i 1 \ \\ % �. \ / `�\; 516 S16 2.85 20.00% 0.20 0.33 12.85 40.65 To Pond S3 \- ' ,' r,� \ ` \ \ \; \ \\\ \ / \ /� , / r^\ 261 •\\\\. �� - T ' 1k' / I // • ♦ `' t , / •I ► `, `, `, \ \ }` D `` S17 S17 29.19 20.00% 0.20 0.33 23.30 73.68 To Pond S3 ' , �-=�� ' 1"` "` E9 \\\ \ 1\ •\•••• --' , `� V �/ / ' / `. i /261 / / \ I ' , ` \. , / i—r• —, \ ,\ `\ 514 S1a 3.70 20.00% 0.20 0.33 2.45 7.74 To Pond S3 • 11 • " • `\ "`'\ ♦ 0.20 • / • ` ` / I • • ' I `� `,� }; r CULVERT E4 , \ �` I 1 i \ -' \ , \ \ 1 • S8 SS 1.93 20.00% 0.20 0.33 1.34 4.23 To Pond S4 / , , \ '. 8.26 ,_�• 1-- �'- —' \ \ \ t\ \ �i\� , _ CULVERT E5 !1 __�° \ . \ • > \ \ •. \ \ \ 1 ` `\ / `� / ` t „...•\ �i/ /, , `\\• , • ` ' •1 1 S9 S9 10.40 20.00% 0.20 0.33 7.88 24.91 To Pond S4� `- / \ \ _ \\ \ t 1 �% r '`', - o -- — \ \ •\ •♦ 1 \\\\\\\ \`\ ‘`. sin 510 12.93 2D.00% 0.20 0.33 13.00 41.11 To Pond 54 \ — `` \ -�\\\ - — ; ,`i ,` \ \, — / —t , / •/ EN3 \'' `, �\ 511 511 11.23 20.00% 0.20 0.33 6.93 21.93 To Pond S4 , \ `\ ,: EN3 t.- I —/ `, \ ♦ \•_ _ _ , •\\\ •\ • •.` `` o ,,f,' • �\ �" / , ,\s, 0.20 /��^`' - d. / / -- EN / /.//// --. \`\• \` `.�` \\\\';^.�\\\ `` , ` iQiD \‘;‘*•\‘‘‘‘••\•\ 512 512 18,24 20.00% 0,20 0,33 14,93 47,21 To Pond 54 , / \ 2.21 I / s \ , /, — 1, , `\ ♦ `\ `\ S13 S13 72.83 a 20.00% 0.20 0.33 38.12 120.54 To Pond S4 /• \ `. / / ; 1` �\ � �f�' �, \ , , " �, \ \\\ , 0.33 \ , 274 1 ♦ 273 e/ 262 / / ../.• / / / / // , � \ \ \ \ I•\ \` 518 518 12.17 20.00• 0.20 0.33 9.47 29.95 To Pond 54 `—_ ,r I ' °\ �, I' \•\ 1 ,: /, t ,tt\\ ]I�� , ♦ \ •\ r t , , 1 \ / ` ``• S19a S19a 2.21 20.00% 0.20 0.33 1.52 4.81 To Pond S5 `• / ‘ IN r IIII t \ I \' \I \ = /I ` •` 1` ` ` ,••••A,••,\V• ` \ •\ \• \ `\ r 1 , \ 1 \ 519 519 67.43 20.00% 0.20 0.33 27.07 85.59 To Pond S4 \ • t' ��• \ `..,T 19 '� / I 1 •` t \ +�l \\ \ \ \\ \ \ \ \ N --, •\ 1 , \ \ \ S20 520 60.16 20.00% 0.20 0.33 253.00 To Pond 54 •\• ,� \ 1 �. • \ ES1 \ 10,\.,\N ` \ ° \ \ I 1 \ I \ / I \ \ 1 1 S21 S21 7.12 20.00% 0.20 0.33 4.61 14.58 To Pond S4 , , \ e' \ 0.20 \ \ `, , ` / 263 - \\ , '' \ , •, \ , , , 1 , \ \ ` \ \ 24.86 <"..• •. ` ` �,�; - L E N 5 `\ \ \ \ t I \ 1 �1 REV. NO. 4444444 522 522 17.11 20.00% 0.20 0.33 11.29 35.69 To Pond 54 i �\ A,<v y \ •\ \ \`,1 _ .' r \ °, ♦ S23 S23 7.02 20.00% 0.20 0.33 4.07 12.87 To Pond S4 � � ‘,,t ,� / \, / I ,,1\ \,,,\‘‘,,, ' 033 . ,‘,..‘„..,.•,‘ ^ v`` v `� ` \ \ \ 272 \ : _ � , 1 * 4 t a 3.65 — V v t 1 , 111 \ 0.20 \ \ \ `.. . \\ •I \ ,` ,1 U1 U1 5.44 2.00• 0.07 0.22 1.32 8.02 Flows Offsite , :{ 11,1; �w +I ,\ `,� 2_7�— �\ ,\\ 1\\` \ ♦' `\\}I 1+ 1 1 ; 0.33 \ --__ \`‘ `` ` // I \ 1 I l ' U2 U2 2,75 20.00% 0,20 0,33 1,93 6,09 Flows Offsite to i , / \\ ^I I ( ( A J , v `z64-•_\ . , 1 A 1 \. 1 \ ` • \ \ /I I I 1 r 1 I 1 —rY %F1 ` 1 + U3 U3 2.59 2.00% 0.07 0.22 0.66 4.02 Flows Offsite \\ / \�` �` ,, / 1 ``\ \ \ 1 ,� / I I I EAST AREA ,:\•.\ •• I `1 / `\ \ Fl \ / \ \ / `----::1-1:1":-.1--1-11::-* �- - • \, l \ `--', \'\ \ \I I:1 '�`\ ``\ \ \ i /—_ I 1 \ gm `\\\\ `♦ 1 Fl 12.34 12.10% 0.15 0.29 5.46 20.07 To Pond El \• •— ,_ \ \ _- •., // — — \`�`� --�--= �' , ,\ , •` 1 1 „.2.2‘•,\‘‘‘1•;‘‘‘-- \ ` \ , — , r I + t •. \t CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 DRAINAGE PLAN - EAST WELD COUNTY, COLORADO F2 F2 6.86 12.10% 0.15 0.29 3.62 13.31 To Pond El � ` �' \` 12.34 0.15 \ / < \. \ \ ' 11\\ 1' , , I`I /'' ` \ .\♦\\\\\ •\\ , `\ \N I , / i:/ c ` E9 E9 8.26 20.00% 0.20 0.33 5.98 18.91 To Pond 9 _ 0.29 F1 \ .\`265--; `\ \ - ES2 , 1 J,I _, \ ` \\♦ \\ \ \ ` ` ' / \ \ r ` \ 1`— EN1 EN1 3.89 20.00% 0.20 0.33 2.74 8.66 To Pond E2 _ 270\ r \ \ / [ � — / r \ \ `. �` r �s 0.20 , 1 1I , Ilk111 Opt•, , r' "\\\\ \, \ \ \ 1 , ` N. / / / ( \\ , \ -_, / , N 1 /1 s•\ ` \- j A\` \ \ t \ \ \ , ` \ \ • \ / \ \ ` \ \ • / / \\ '-• ` ` `\ ` EN2 EN2 2.12 20.00% 0.20 0.33 1.47 4.64 To Pond E2 , ,` \ � rs- — , _ — — I 1 1 8.77 ,..„,./,./3/-• • • — \ ` `, y /1 �Ct \• ` `._ / EN3 EN3 2.21 20.00% 0.20 0.33 1.68 5.31 To Pond E2 I _,i •t \ \ 1 ` � . /0.33 \—� T: _ 1 / \\\\\ \ \•\ -, \ , —�_�— x_ - / / _ 1V \ / , �Y`y _ \ _ \_ \_ EN4 EN4 10.83 20.00• 0.20 0.33 7.06 22.34 To Pond E2 •\\ —, .` \`•• \ \ N. —� — + ' ' , 1111 1 t 1 , t •\ \ 1 ENS EN5 3,65 20,00% 0.20 0.33 2.48 7.83 To Pond E2 \ -, \♦ \ - \ ► / \ \, \ \ \`\ ` ` \ \• \\ \ , \ 266 �\ 266 ` � 1, `^�\ ,. `_ — i ^' _ _ _ _ _ _ -.....„.•'- _ 11\111% Al 1 \ \ \ ` 11,01%1O\ ` ♦ \ \ \\ \ t \\ \\•\ EN6 EN6 12.10 20.00% 0.20 0.33 16.41 51.88 To Pond E2 • . \ ` 1 , \\ • / \•\ l 269 • \ \ \ II `^-• • \ \ — __ , \— -- -- l 1 \ 1 \ 1 1111 l \ , \ \ • \ • _\,\\•``` • °-1-rs'q J ` \ \ `\ , ES2 •`� ,A.___•.- \ / I• 1 I \ • \ \ • \ EN7 EN 18.52 20.00• 0.20 0.33 22.75 71.93 To Pond E2 \ \ \ \ I 1 ` ` \ �f , ,• , \ _ _ _ l `- \ \ / I \ \ , \\ \ \ \ i•\.\ \ • 1 ',�, CULVERT E6 •.•/ \ / f t \ ' `♦ E51 ES1 24.86 20.00% 0.20 0.33 18.53 61.20 To Pond E1 �• t \ \ \`\ \ \ \ •�—�� _••-j-------,t)' - 1 \\/ till + 11` \ I _ _ - -- •\ Est ES2 8,77 20,00% 0,20 0.33 5,79 18,31 To Pond El •\ \\ `\\ •\ • •_ ` \•• / _ ` • I •, \ ' \ `� • \\ \ / _ / 1 \ ` \ \ . , - 1 \ •t \• , / / 1 1 \ \ . \ \ 1 \ \ `'`---�—,`• _ ` / • ```` ES3 ES3 27.69 20.00% 0,20 0.33 29.59 96.50 To Pond E1 .'\` `-- \• \ ••\• \ \ \ I _I ` \ \ =� , , \ \ \ \ \ '7•/ ` ` EU1 EU1 14,77 2.00% 0.07 0.22 3.19 19.36 Flows Offsit••e • ••♦ • • \ \ •\• e , 1 / r, \ \ , ___ _— Y., ♦\ \ �� 6.86 0.15 R �� \ \ \` \ ` / I / I I r / ' 1 51• • ,..♦ •v v ` .vv♦\v. , v �v •v 0.29 ` •�� , .� `v v` v` I + 1 ' I / 1 1 A• v • v 1 I I , r v 1, , i, lip r \ • \ •••••&ir '\' / •+ \ \ \ \ 1 r I I �.. ES3 / \% / , \ \ \ 11 \ _,'-,/ `;, \t t`\`\ \1 i \ 1 \ ,' t \ \ 1 \ t 1 1 / F2 tl\'t °,� I t •.. ..••-"..•, -----','/'''' / \. ` ` \ •..-----_'-------__ / - -/ \. ` 1 ` } t, \\\ /POND \ \ t\ ES \.,----_—__ 1 , 1 , , ... '-- \.`1 t \ --- - , \♦ `I •`, ,- _';/, ;- • �7 11,,`��11 •! I` 1 �\�� t \ 27.69 I `.\1 /t ,"-\ t '_ _ / ,'-. 1 •; \ --- 1 .-\, `.c?-. 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EU1.. r I \ I I + ` , \ ✓ / \ r 1 ,` \\ / / .— ` '\ `\ `\ _� , \` \`` — \� \ —//�' 'r/' -- - --- s.` .` ; --\ \`\ \ \ + ,-' \ N1 /' ._7" -•,,, s, ‘N‘\\ \‘‘'.......„ , , / /—�` \ \` , ( r �` \`��` _ i, 1 \ t \ \\ \ `� -' 1 '�\•`� \ ` ` 1 '/ 11 \` `\ j �, = \ `i ,\ k \ \\ \ ` \\ ,_\ I'"/ , ` // \ f \1 \-,V ' .... , - \_ \ / illilli 1-800-922- cll. 1 987 UTILITY CENTER NOTIFICATION OF COLORADO ; ,,. . ti. _�: 37660 . �= �� •: 516/2025 <v� _ . \ \ � _ `, 1 • \ �. � . \._ \�. \ / \ )`� \` '\ '- \`-�� \ /t,-•-. .e'7P011 1`\ `` ``\`` \`\.\ 1 k.• , X I """• •• • • •♦\`, j. --\` `.`,\ ` •`:::, ` .��`` ,' , -\` `� ♦ \! \ \ `1 . \\,♦,\ ' �' ` ` ` 1 i ` \ \ `\ \ , , }•I 1 \ \ '1• • t , \ •��'\ �/ •I' ' ``\ / rt\\\ `\ I , t\t1`\\♦ • • N. 1 \` ,• `� - \ .\\‘‘,‘\\‘‘. • `\\` • • \ I 1 `----`-'� _, , / \` • \ \// - / \ . . ♦ , \ I \ \ •\ \ t y \ \ •`\\ \ 1 r,- \•••.,.‘...• `.\ `\ • / i ^N • • • • • • //I ) ) . . „ \ _`\• 1 \ \\\\ \ `, ' \ •• \ `• 1 i `\♦t 1 „„„ 1 \••• I( � ``, • 1 1 ,• t `, t `� :.\ `\ 1• • `\ 1\` _^ '`\` ' ; \ ` - ' , �`\ `: \\`- 1 I • I \ \ /'- `; . `- 1 I ,� 1 1 •1. `; •\ •\ •, ,, -\ \ \/ I •/\ I • • \• •s ♦ • • •si• . ,. , , \ \ • ; • _, 1\I \\ ``\ / 11 \ \ \ / - II - + 1 I f• • ,1 % / ,-'\, \, `` `` \` / . + 1 • 1` \` / \\ \ \ 1\ \ \ 1• \ \ t\••••011 • . \ ` r \ \ .—\ \ . • _ , . ♦ , ' ••.\'- / \1 j� • • / I ,1 111\ ,' t ::-/ A PROD NO: PL FI\Ir TAJ ter' 1/28/2025 \ \ / / \ •�a II�Sl� [[�� \ I I I , A ....„,„ • 4ii!, ,s \ ��/ \\ • \` : \\ • •1\\ `•` • • \ \♦ J 1 \ •\ - ` I / ♦ `/ \� �� , \ \ , , i , • \ j \ I •1 \ -,, is ) ' //—__:_,,, ,, 1 . ,7_/ \` '/� -- `\ I \` ii , \ •�•• `. � \... • 0 300' 600' SHEET NUMBER ``•� z . `-: _ I,..s.„,,,,................., /' - \ N. N. 1 - 300 (HORIZONTAL ) ) D R2 114 141 - - t \ , 1 1 1 \ \ \\\\\` �� _ ? \ ,. / '\ \ \ \. I \ r- \�• •\ N 7 7 / / / / / / / / , , / \ / G� / �. / ..-/ / 0 / 0 // 0 I .'„I/ / N p .-'� 4905 0 Gam= / / / • • / / I / / \ I / // / 1 / \ 1 / \ I \ \ ' ' \ ♦ 1 / \ . \ 1 / \ , 1 / \ \ I I I , \ l I \ I \ 1 I \ \ I It I \ I • ` I • ` \ , I \ I I / \ ` I ` I / \ `\•`• \ `\ I / `• \ \• \ .5 ` -oi / \ \/f ,- /I . r o�— \/ \• . • __1 \• `\ \ `. i \ •_. 1\ IX I \ \ I k \ `. `\ `I I\ `\ \ \ \ 1 I .I \1 I \ ♦ . \ \ 1 , 1 . . \ `\ \ I 1 • \ \ \ \ I \ \ 1 ` \ ` + CS •I `♦ I I O l\ 1 \ 1 1 \ \ I I o I \ `,` `\ `\\ \\ \ \ I 1 •\ •\ `I I \ \\ • • `• ` 228 I\` `. \ `. `. `. \ \ `. S 1 / \ RETENTION POND WI Q100 IN 355.07 CFS Q100 OUT 0 CFS BOTTOM 4884.5 WQCV 2.16 AC -FT WQCV ELEVATION 4884.82 100 YR VOLUME 40.96 AC -FT 100 YR ELEVATION 4890.09 1.5 X 100 YR VOLUME 61.44 AC -FT 1.5 X 100 YR ELEVATION 4892.58 SPILLWAY ELEVATION 4894 / \ \ \ \ 5' N • • • • • • • • • • o 0 ° • • • • • • • • RETENTION POND W1 DETAIL /•//; ---- / -I - _ 7 / / ---------------- / . I 1 I -------------------------------------"" ,/// ; _• / ___ / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I' , / _--- /' -_I / G I 1 I / �1 I /I/ 1 I c_ ______ I /---_ I 1 I / I - -� •\ • • • • • • • • • \ \ • • •I • • . • • • • • • / • . .—. \ `♦ �\ \ `\ \\ 4900 N RETENTION POND WI NO BUILD/NO STORAGE • CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 365 FT PLUS 9' WINGS ON EACH SIDE \ WEIR ELEV = 4894.00 ----�__ I' \� I I \ I 1 . • 4' 1' .• 0.2% • • 365' • 4895 Z . • • • • • • • S. • • • • •• • • '• . S. S. • • • • • \ S. \ `. • • `• • 1 • • • • \ D • , ••\ \ , \ \ \ I ` \ \ .\ • . Q \ \ I `` `, \ \ • \ \ \ I \ , ` .\ .\ \\ \ O CD \ \ 1 • \ �• •I ` \I I0 \`, ``• `\ `' ` , • \ \I \ 1 ` I 1 \ \ ` \ \ \ \ ` \ \ `, I \ •` ` 1 \ . \ •/ 1 • \ ` \• \ • I 11 / , • • • \ \ \ • \ \ . •.\ \ \ \ • \ I \• -------- `\ \\ \ \ \ / . - •` `♦ .` \ I \ `I \\`\ I `. / ♦ . \\ I ♦ 1 \\ I . III.,I i:IIIIIIII‘111....11\11)111\1\2\(‘/ ,,,\N 11\ \ l I`\ ```. • • I I I \ ::. / '/\`:11. // II I//j�-11I I \ /`////, 1/ 1 I I/.\ -`II III__,/,I I I `. \\ ,;;CI\ ♦_•' 1 \ /J \•III I \ _- I \ \ 1 \ ,` II\\\\ \ \` 1_ ... . • `\``\\��v-S. N I \`\\ \ �\ f�� 1 \ • ` ` / I I • • N \ , ♦\ \ / ,-' ♦ 1 \ \ I N ♦ / ` 1 / \ `♦ \ • `1 I / • A \ ` , I I / ` `, I I \ / / 1 \I / \ `\ \ 1 `I ) 1 1 ` I I -.\:,.. 5. • • • • • • • • • • • • • • • • 4' 383' 3' TWO #5 BARS 1' - EMERGENCY SPILLWAY DETAIL SCALE: 1" = 20' LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT FO OH E- X SHEET NUMBER OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) w 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. (/),g z - z a. ° d° ROILJ WELD COUNTY, COLORADO 37660 Ct- 5/16/2025 PRO_ PL ENG TAJ CHKE DATE 1/28/2025 PND1 115 141 RETENTION POND 4 Q100 IN 97.31 CFS Q100 OUT 0 CFS BOTTOM 4831 WQCV 1.88 AC -FT WQCV ELEVATION 4831.78 100 YR VOLUME 16.63 AC -FT 100 YR ELEVATION 4835.10 1.5 X 100 YR VOLUME 24.95 AC -FT 1.5 X 100 YR ELEVATION 4836.65 SPILLWAY ELEVATION 4839.08 I' II I I I I I I I I I I I I I I 1 I I I I 1.1 1 1 11 O co I I 1 • • • • • • • • • / / / /• / / / / • • • i • 4--___G_L„.....--\, „.\-%"":".___-____t:H \ \• • • • ♦/ / / / / • • • • • • • • • • ♦ -- / • • \ \ Q ♦♦ / / \♦ / I I I I I I —I \.` ♦• ♦ • `` • /of / / 1 I ' \\ ��• `♦♦♦ `♦ �CQ \ `\• • I • 1 RETENTION POND 4 DETAIL ;4 NolisrvaW‘IMNII-ioolliik \ '\• \ ---- •1• • \ I \ \ \ I -\ \ \ �� \ •\ •` \ \ _ •\ 1 \ 1 3\ 1 9 \ G\\ \ G \ I \ \ \ I \ \ \ \ \ \ \ \ ` • \ \ \ \ \ \ I v v v•1 \ \ \\ \ \ I I \ \ I ` • ` \ \ \ I I \ I \ \ \ I I \ \ \ V \ 1 I 1 \ \ \ 1 I \ \ I \ \ I 1 \ \ \ I I I • \ \ • 1 \ 1 • • • • \ \ \ 1 I I I \ \ 1 1 \ 1 I \ \ I I I 1 \\ \\ \\ \ 1 \1 II I \ 11 \\ \\• \\ \ \ 1 I 1 1 1 1 `\ \ `\ \ 1 I♦ 1 1♦i \ `♦ •♦♦ \ \ \ \ S. • S. \\ I \ \ `♦ \\ I♦ \ II \ \\ `\ \ S. S. - 1 11 \ I \\ \ I I \ \ I I 1 I I \ 1 \ \ \♦ ♦ I 1 I \ \ \ ♦ I \ \ \ I \ \ \ • 1 \\ \`\ \`\ \ \\ \`\ \\ ♦\\ 1• 1•\ 1 • • •\ \ \ \\\ \• \ \\ • \• \ • \ \\ • `♦ \• \•\ \ ` I \ -P \ \ \ \ \ 1 1 CO `\ ♦ \ \ 1 I I I -1> \ \ `\ \ \ `I 1 1 U \\. \\ \\ N. \ \ 1 \ \ • •♦ 1 \ \\ \\• \ •\\ \• \•\ \ S. \ \ \ \ \ \ \ \ \ \ \ • 1 I 1 \ \ \\ `\ `1 S. \\ `♦ I 1 I I I \ \ \ ` • • • • \C31 \ \ \ \I \ 1\ \\ \ I \ •♦ ♦ \ \ N \ I ♦ \ •\ `\ S. 1♦ • \ \ \` \♦ \ S. 1 \\ \ \ ` \ \ I ♦ 1 \ \ \ \ `♦ I \ \ \ \ \. 1 I \ I ♦. I. \. \ `\ `• I • 1 1 • • \ \ \`♦ \`\ \♦ • • • N. _V / i 1 I I I 1 \ `• `� \�♦ 1 1 I I ♦`♦ / `` // `♦ • `♦ • • I / i • • • ---- 1 `� ``� ` •\ • / / �� / • • • • • / �- -♦ ♦ / I• ♦• N. ♦ ♦ `• • `♦ • I / // --♦♦ • - ...... -♦ I ♦ \ \ ♦♦ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • • • • • • • • • ♦ Q� \♦• ‘.... 1 • • •,.., .♦ ♦♦ ♦ \ / ` \ \ • `♦ • • • 11 \I._ _ • • • • • • • • • • • • • • • • • • --'--____ • • • S• t _• _ • ------ , / it• -� `1 -.1 / \ • • • • • • • • • • • • • • • I I • • • • �o 4835 ----------------------------------------------------------------------------- -------- ---- /. X x X X------ � r--------- _7J(�-K-- • / / ♦ ♦♦ ♦♦ ♦ ---------------- ------------------------ --------------------------- ---------- ----- .♦ / G \\ G G `\ G EXISTING CONCRETE WEIR SPILLWAY -' \\ \ \ TOTAL LENGTH OF WEIR = 128 FT PLUS 9' WINGS ON EACH SIDE \• \ `\ ' EXISTING WEIR ELEV = 4839.08 \ •I `• \ \ •• \ \•\ \ •\ \ • \ a • • • \\♦ • • ♦\ • • • • • • • • S. • • • • • • • • • • • • " • • N • ♦♦ • • • \ • I • • • • ♦`. ♦ I I • I \ • • ♦♦ • • • • • • N. N S. • • • • • • • • • • • • • • i ---♦ ♦ ♦♦` -- \• • --\ -- \ • \` - - ♦ ♦- ---- -i- - -'------- • 1 1 ♦`♦ • • • \ • • • \ \ \ S. N. \ ♦• •N. `I - G • • • \ G \ • • 1 \ • • • • \ • • • ♦\ \\ • • • • • • • • • • • S. • • • • \ • • • • • G / / / • G ♦�♦ G • . \ \ \ --------------------i---\ • 1 1 1 • • • • • • 1 I • • • • • • • • G • • • • `•. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • / • • • • • KEYMAP z— 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER IEMENIMMT (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH- EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO I .< O LL.Li do O SriEw Ceti) Lai5 I WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 37660 .1.L ollinimmo TAJ PL 1/28/2025 • SHEET NUMBER PND2 116 Or 141 RETENTION POND W3 Q100 IN 34.79 CFS Q100 OUT 0 CFS BOTTOM 4891 WQCV 0.23 AC -FT WQCV ELEVATION 4891.37 100 YR VOLUME 2.24 AC -FT 100 YR ELEVATION 4894.04 1.5 X 100 YR VOLUME 3.36 AC -FT 1.5 X 100 YR ELEVATION 4895.20 SPILLWAY ELEVATION N/A • N ;\ I I � I • \ \ 1 ' I i I \\ I , I 1 I , Ni 1 \ \ \ I , 1 I I , \ . `\ \I ' 1 I ' ` 1 \ \ . \ I I I \ 1 \ •♦ 1 1 1 I AA \ . I ', 1 I \ , V N S. \ \ I • I / 1 I 1 \ 1 1\ 1 ` \ \ ` \ \ \ I 1\ 1\ I I I I 1 1 \\ `\ \ ,,\ \ S. \\ \` `\ \ `•' I • \ •I \ \ \ ` ` \ • • ` Y L9 II I 1 • \\ \` \ `\ \\ \\ `\ N \ `.` `. N \ • `\• • • • \ • \ \ \•'`� ` \ `\ \ S. \ `\\`.133` • \ '. �. �� S. •\ •\ \ \ \\` \ `.\ 0\ ` \ \ \ \ \ \ \ \ \ . • . .\ \ \ `�` .�` \�\ \ \ '•\ `\\ \`.` `\` \ ``.\ `\ `.` ``.` \ \ `�•` \\ \\ `\\ y • \ 1\ I 1 I 1 • • • • • • `. ..• s • S. `,`•``\`• `\ `. • `\ ` `\ ` \ `\\ \ \ . \ .• • S. . `-. \ �•.` `\ \\ `\ \ \\ `\ \ `\ \ \ v\ \ \ \ �. \\ S. ` \ N. `\ `. `. \ ` ` `• ` \ `•`• l•`•I1 \ ` \\ `• \ y; •y �.....•,,,\ `\ `. `. \ `\ �\ \\ `\ \ `\ `\ \•\ \ \ `\ \ ` \ �. \\ `� �`� Q9 ‹._70•,,,•,, .``. `. `\ ` • ` \ \ \ \ \\'‘....;\‘‘'‘‘• \ \ \ - . --• \ - � . � ` r ♦ • `\ `\ \ \ •\ \ \ • \ \ \ + \ 1 , y) �� . ` ` \ 1 I I ' 11 I , /\ I // \\ . J O_ \ \ \ \ \ \ \may\ \ :\ \\ 1 1 \% \ \ \ 1 \ • • • / / \ I • 1 \ \ \ \ \ \\ \ \ •` \ \ •\ • \ / \ \ \ \ V. • • • • • • --.` \ • • ..• • • • ` `• • \ \ \ \\ V \ `\ \\\\\\\\:•-";:•-\\--:\ \ \ \ \ �`n\ \`\\111 1 \ • • • • /` • ``.` \ \ `\ 1 11 1 \ \ \ `\``\\\`\ \\ \ \\\\\s \\ /I \ \ \ \\ \ 1 1 I \ I I `\ \ \ \ \ \ \ \ ` \` `\ • 132 11 • \ `\\ \\• \\ \ \ \ `\ 1 I 1 I I I \ V \ \ \ V V : / 1 / f I I I •``\ •``\ \ •\ •`\ •\ \ \ I \`\ i / / / i I \ `\ `\ \ `\ \ \ 4:1 \ I I / I I I I I `\ `\ I \` I / S. 1 /f / I / I ♦ \ \ \ \ \ e I II 1 I I I I \ + \ .p \ / I 1 I •\ `\ `\ `\ N 1\ \ \ ` / I ' I I '♦ `\ \\ 1 •0 \ \ \ / I \ I 1 \ \ -\- \ \ \ \ \ \ \ \ `\ \ - `. 1 \ ` ` . \ \ ` \ I \I `\ `\ `\ r 1 `� `\ `� \ • 1 \ \ \ \\ \\ \ �. / \ \ \v. \ •`\ \ \ \ \ I • • \\ \ \ V \ `\ \ \ \ \ \ I • \ \ \` \ ``\` \ \```\``\\\ \`• \ ``.` \ \ • ` / • II • • ``\` `\ • • • • • I • \ `• `\ • `\ • `. �// I / I / \ \ . \ \ \5 \• •\• •. i / , / I I \\• \ \\• `\V _` .\`— / // / l , I I \ \ \ `. `\ / / I 1 / \ \ \ - \ i' / / / / • / \\ \ \ `\ ,'� / / • / I I // • • ♦• / / / / / / \ `\ / / / /� I 1 / / / I I I I / / /I / / I I I , / / / / , ,/ \ / / / , I / / I / \ / `\ I I I I / I \ `\ / II \t I \\ \ / / / r • • • • . .\ \ V \ \ \ \ \ \ \`+ •�� l \ \ \ \\ \\ I ` \ • \ / 1 . \ \` \` \ \ \ ` \ \\ 1 1 1\ ',/ V \ `\ \ \ \ 1 \\ \ + \ , \ \ • \ \ \ \ \ ` \ I _ \ I • 1 , \ \\ \ \• • • • • • •\, \ \ \ , \ `I I • \\ \ ` \ \ `\ / • i\\ \ ,/ ' 1 , \ \ `\ 134 ' �. I 1 \\ • \ •\ II \ \ 1\ -, \ \ , / / \ 1 I \ •\\\ `\ `\ I \ \ \ •V V \ I\ \\ \ \ \ ++ `\ V 1 '\ I I •\ ` `•\ \ •\ ` •\ \ • I V ` \ ' \ `• `\ \ \\ \ \ \ V `• \ I \ I \ \` 1 \ \ \ \ \ \` \\ \ I \ I \ \ \ \ \ \ , \ , •\ 1 •\ \ • •V \ \ \ V`\\ \ \\•\ \ \ `\\ \\\ \ ` \ `\• ` `\• ` \\` \ • \ \ • \` • \\• • • • • • • • • • • \• • • \• 1 ` • • • \ \ • • V`\ \ �\ `.\ \\ \ \` \` `\ 1 \` V \ 1\ `\ ��9 ``\ \`. • \ \ \ \ \ \ ` \ \ ` \ \ s • \ `\ \ \ \ • \ • \ ` • \ +\ V •` \ \ `\ `• 1 • N \ • \ \ \ \ \ \ •` \ \\ • • • \ \•1 \• \ \ \ \ \ L9 \ \ \ \ \ \ \ V \ \ \ Cc)) \ \ \ \ \\ ` ` ` `\ `\ \ V\\ V\ •, \\ ` `V \ \` \ \• \ \ \ \ / ` \ \\ • \ \` • \\ \\ \\• \ \ \ \ / •\ \ `• `` `• `\ \ \\ ` \`•\` /\ \ `\ \ `\ \ `� \ \ \ •`\ `\ / \` \ \\ \\\ \\ \ \\ \ ` \ `. J`. \ \ \ \ \ .� \`\ \\ ` \ \` \ + \\ \` \\ \\ ` \ \ ` \ 1 \ \ ` `// ` \ \ ` V 1 \ 1 \\ . `\ \ \ \ I \,IN / \ ./ ,� \ / ` \ \/ \ •N\ ` ` `\ \\ \` \\ \\V\"\ \\ \` \ \ 1 • ` \ \I \ 131 .\ • / / / / I I I I I 1 I I �1 I I I 1 / I I I � / I I I I I i / I I I I / / I / / / I / / / / / / / / / / I / // /-s- / / l I i / I I / / / I I 1 / / / 1 / I / 1 1 I 1 1 1 1 II \ A / • 1 I / I / I I I I I I I I I I / / 1 , / 1 1 / 1 / I 1 I I I 1 I I I I I I o I I 1 1 I I I I I I it 1 1 1 1 • • \ • • • I \ • • • • • • • • • • • • • • • • • • • • • / \ • • RETENTION POND W3 DETAIL / I / • • • • • • • • •\ •• t \ \ \ \ —‘•—°‘• 1\ IVX \X LC) \ I \V_ : C:----' I • • • • • I / I I / / / • • • • ''' \ : : (=:: \--VS: ':).''''—v\ ---\\•:—\\--17s.—A. lk , V \ Iv Iv --:—\ — T— •\\\•\. • \ • \ CD\ \\*V\ \:•\•--T\ 2 ‘ • \ V \ • :=D \ \ \ V \ I‘ XV , \ I • I • • • It • • • 1 • • \ : : •V • t X V \ \ \‘• \X \V. \•\•\\\\•\ \\ X \ V‘ V \ I \ \ \ I \ \ • I It • I \I • / / I / I/ )( o % 1 • • V/V\XV•v\\\ \\‘\`‘,\::•\:‘:::` s:f-c)\15\:‘\‘:\:2\::(Dc),,.: \ / \ \ \ ‘ \ ' \ \‘'\‘'• \ • \' \ : . •\ .6)•\\V \ \ •N • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RETENTION POND W3 NO BUILD/ NO, STORAGE • • • • • • • • • • • • • • • • • • • • • • • • • N. • • • • • ...., .1.11ii, ....'2...........:‘. ,,,.,,,-.1 :1,..ii.,,,-...........s.:: ....1-5,Vi......„:::.:-::"..:1 :::::::„.."-1:111."...1.',........1-'1.....1:''\,, l':\_____':........ ....... \....11::, ....:::,..... ,,. 4_9_7 i . 5__ _______:- .....- .:- ..." ____" - ----:1---111 _-_ - - - / ' .-; //1 • N. • • • • ...." 1 / N. • -‘ 1 _I : : I- . . . ': i : :: ":- . 1-- - - --. . .- -::::..1:: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • li • • • • • • • • • • • • • • • • • • ow • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I I I / / I • • • / I I • • / I • • • • • • • • • KEYMAP 100.00 FO LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 <H 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - <444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO O do gzzp 15<nz Row ui z w u, WELD COUNTY, COLORADO 50' 100' 1" = 50' (HORIZONTAL) PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER PND3 117 141 • RETENTION POND S1 Q100 IN 107.38 CFS Q100 OUT 0 CFS BOTTOM 4915 WQCV 0.82 AC -FT WQCV ELEVATION 4915.21 100 YR VOLUME 12.46 AC -FT 100 YR ELEVATION 4918.06 1.5 X 100 YR VOLUME 18.69 AC -FT 1.5 X 100 YR ELEVATION 4919.43 SPILLWAY ELEVATION 4921 30 / / CULVERT 20A 36" FES / ' INV: 4917.00 / 36" FES INV: 4917.00 • • • • CULVERT 20B • • • ♦`. • 29 • • • • • \ \ • \• • • • •_ . . , 28� N • 9 `. ``N �L�\ `�\ ` `., • 1• N , •\ \ \ `` • , `• • ` , . \ \ /• 1 I \ • o 36" FES INV: 4915.00 36" FES INV: 4915.00 N N \ . \ \ , • ````. O \ • ```. ```. ``` ```♦ •N `` \` \`•\\ . \ • • . . \ • \ • ♦ . . \ • • \ ♦ . ` . • • • • . �`♦ \ `� `� .\ \ \ `\ •• ♦ ♦ • \ I \ • `. `� `� •`., `� `� • N 1 1 11 1 '`• . .. • \ ••\ \ 1 '`� `� . •. N \ ` • \ • \ 1 1 •• • • • \ �J \ 0. ♦ N `• `N `\ 2 / \ `\ iI `\ 11 • ♦ ♦ ♦ \ • \ \ I • I •9 ♦ • • `\ ♦ • ' .\ Q • • • •` • , 1 1 •I • • \ I \ I \ • • • ` \ \ 1 1 I 1 /\ RETENTION POND SI DETAIL \ `♦` N N `♦♦ `•♦ `� �`�Ni `♦ �\\ \ 1 N • \ \ I, `, \ ♦ N `♦ `• ♦ •♦ • \`♦ N • • S. `• .♦` •`� 49 ♦♦ ♦♦ `• ,\ - "� • ♦ `. `. • \ • • /,.../ / ••'NJ ♦ ♦ • ` • •• \' . `\ ` . ` ` •• ` ` • ` `` ♦ \ \` ` . •`., •♦ •♦ • •♦ • \ \ \\ `• • `• ., .\ ` \ \ `\ • \ •• •♦` • ` ♦` \ \ ♦ ` ` • \ '•� ♦ \ N N `• `\ ••♦ .♦ \ \ •♦ ♦ • N N ♦•• •♦♦ N \ ♦• ♦ N N \ `•N` ``\` `•♦ `\` \ 0 \ ♦ ♦ • ` �`O •``` `` `♦ `♦♦ O . S • . . ` ♦ • ,`•,` ♦ • • \ ` N / `♦ • • \♦/• . ``• ♦♦ ..0.••• N \� -�• • \ ., / . \_ >N •♦ N. \I `♦ \ ♦` `• `\ `�.` \ ` ♦• \• ` . ♦• . \ �‘ I \ `•` \♦` \ 105' ♦ �♦ •`♦ `♦ \ `♦ •♦ `♦ `\ \ \l `�` ♦♦ N • •♦• •`•• N i f 4 4 y N ♦ `♦ ``♦ ♦`♦ N ``• `.• NN • •\ 5 1 TWO #5 BARS y 5 ♦`\II S7,-, ``• • • ♦``•```•♦`\ ��•♦`` `♦• •```•♦\` ��TIr • • • • • • • • . ♦ • S. • .NN \ • ♦ \ ``\� ```� •``♦ \ \•♦♦ • ` `.♦ `.♦ N N ••�` `♦` •`♦ `♦♦ N 123' `, I`. • • . `. `. `. • • •• ` • \ ♦ `•` `♦ ♦♦ N • •♦♦ •♦ ♦ ♦♦ \ ♦♦ •` `• . S. N • \\ N N • `♦ `� N . `♦• N `�• ♦`♦ ``♦ ``♦ N `♦ ``• • `• • • . •. . • . N ♦ `� `` �• ` ` ``• ``•N ``` `` `` • • `` \ • `` ♦ ♦ \ ♦ ♦• ♦ ♦♦ ♦ \• •. \ N • • N♦ \ EMERGENCY SPILLWAY DETAIL N ♦♦� �/ ♦ ♦ • `♦ / \ • \ \•� /`\ \ ``♦ / ` `♦ ♦ ♦ • O \ \ \ \ \ ♦ `♦ \ X NN _-�/ / \ \ `•, `♦ `♦ `\\ \ \ \ .• \ 1 1 , I \ • • • • • \ \ `. • • •• •\ l` \` N. \ • ,_Ol _ ` 1 \ I •` \ I • ` I •. 1. `\ 1 ` . SCALE: 1" = 20' • ♦ \ 1 ` •♦ ``� `♦ ♦ •♦ \ I • • • • / 1 1 ♦ • N • • ♦` • • ♦ . •• / \ , , . `, / / ♦ ♦ ♦ . I / / ♦ N N \• • ` / / / \ • • \ / ; • \• .. / // `• ♦ •, - • N• •-- _-- / / ♦• ..• / / `. • • • .N `• - / .' I ♦ ♦•♦ ♦ • N . -- / • •;l ` • `• . ``• \ • '`` `` - -• /' ,•; • • ♦ �` \N • • • _ 5 i $1 \ ``♦ • - ��__. 493 / \ \ / CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 105' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4921.00 %G • O O \ ---- / • • `� `. / I \ • • / I \ ♦ � • / 1 • - - I , I \ I • -, ., 1 / I \• • • 1/ •\ 1 1 1 1 I 1 I • • • • • • • • • • • • • • .` ♦ // • --• -/ • \ i \ \ \ • • \\/• . I \ 1 , 1 I 1 I 1 I 1 1 1 1 1 1 1 , 1 1 , 1/ 1 1 I I , I II I /� I I 1 I , 1 I I I 1G 1 I I 1 1 1 111 1 1 , 1 1 • • • • • • • TYPE "M" BURIED RIPRAP , D50=12" / / / 1 I I 0. , - ' `- / ./ ', ` . / / I \•,1 / I I 1 G _ I ^ , 1 • • • • • • 1 ` 1 / \ 1 / \ 1 / • • / • N / / • I / I -----..... ♦ 1 / / ♦ ` / I \`• I // I \ \ \ 1 / , • • 1 , / / ` • I // \ \ •\ ♦// / • N / \ ♦ \ , / ♦ • \ \ //' 1• • • - /• \ • \ • • • 4925 492 • I ' •-- - // 0- 100.00 -7OO / �Op / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE 00000000000000„0 ; NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL SHEET NUMBER RIPRAP SWALE CROSS SECTION - SEE SHEET 127 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 50' 100' 1" = 50' (HORIZONTAL) W 5/16/2025 Q 0 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. a a a a a a a J a I- W I U z o � z O W' a. r))c\iz z do oZZH - ,UZW zWJOo_Lice WELD COUNTY, COLORADO \\\\\\moo P ID0IIII I IIL I // 37660 ��^•, 5/16/2025 PRO._ PL ENG : TAJ CHKE DATE: 1/28/2025 PND4 118 141 81' RETENTION POND S2 Q100 IN 88.66 CFS Q100 OUT 0 CFS BOTTOM 4887 WQCV 0.60 AC -FT WQCV ELEVATION 4887.68 100 YR VOLUME 5.66 AC -FT 100 YR ELEVATION 4891.98 1.5 X 100 YR VOLUME 8.49 AC -FT 1.5 X 100 YR ELEVATION 4893.76 SPILLWAY ELEVATION 4895 7. \ ' .\ \ \ \ \ \ , ', '\ v \ \ \\ \\ \ \ \\ , , \ ` ` ` ` ` `, -• \\ \ \ , \ ` \ I TD / / / / , 4900 \ / 489.5 -/ \ /' N I / \ I • • \ Ir / \,I / � / 1 I I I /I I / / 1 c • / / I / / • • `• • • // \t�`,, \\ \\\`\\`\ \```\, \\22: `\ `\ \ �\ • .' ` A::\ \ `• ` 1 \\ \ \ \\ \ \ \ \ \ `\/ `�\ `\`\\,.,,\,\• \\ ,\ 1• \ \`\ \. \\ // /• `\ \• •::‘ , \\\,:•11:•‘‘‘‘‘• , , , \\\::• \\,•\\\ , , \\ `\\ \ ` , ` \ ` \ `\` `\\ • • N. \.�` ♦�♦`�� NO STORAGE / / ::\• • • ‘,.: • • • • • • • • \• • • • • • • • • • • • /� V v,v • �`v `,� vvv \ IIv • 1'`v vV A `, `, `vI vvv \ v1v v`v • v`v �`v \� vvv `\ �1Ivv \ `,v `vv �S• `� / A / �`` N. N.N.• ♦�i��♦�1 • • • • • • • ----� \ \\ �\ • \ '1 \17•5 \ \` ,\ `\ `\ \ `\ \\ o \ `� ./ N /-`. �` "� , \ , 1, \ ` ` ,\ ` \ \ •\ \ \ , cs \, , •\ \\ \ \ \ \\ \ / \ . / ♦� •I I t \ \ •\ \ y 1 1 '� \, \,• \ \ ‘: \ 2,\‘‘ \ \\ . \ ,/,\A .1 ,• • • • • • • • • \ ‘1.‘ \ ‘‘‘ •\\ ‘‘ \ \ • • • • • , , \/\ • \ A\ :. • • • • • / `l• I I I I• 1 , 1 \ ` \ \ , ` , \ , \ \ \ i� 1 \ , , , I \ •\ •\ \ 1 -----'' 74 '----' \ I _ ';,;`; \\\ \\ �`, \ \ \\`, ::\ \` \I I \ \\ \\\ `\` \\` \� 4905 I i ` , \ \ ` , \\ , , I / :: ` • \ \ \ \ : \ : • 1 \ 1I \• \ \ \ \ \1 4g°5 • • • \ \\ \V1 \ \ • \ / \ , / / , 1 1 , 1 , , \ 1 , \ , RETENTION POND S2 DETAIL 5' \ ` \ S. •\ , \ \ \\ , \ \ • • , \ \ • \ S. \ \• \ \ \ V \ • \ \ ` , , \ • `\ `\ ` `\ `\ , , •\ \ \\ `\ `\ `\ • `\ \ • `, \ `\ `\ \ 4' 4' 1' TWO #5 BARS 99' 3' 1' - EMERGENCY SPILLWAY DETAIL SCALE: 1" = 20' 5' 1 1 \ 1 1 \ 1 , , • 1 \ / ` , `, / \ / / / / / • • 1 1 1 1 O / I I / y V / I / , / ( I I , I , I I I 'r / I ;- / / / / I / i ------ L / / / I , ' , / / I I II 1 / I / // I / I II / / I / / / 1 I / • i I 1• \ N. • \ , \ \ ` ' I/ I • • • • ` \163 `\ • ` /i I • •\` .• ` \\ `.`` `,` \ S. /1 I ` `\• \ `• `. `. ` • I \\ '` \ \ ` •\\ `•` \ O I`` `• \ ``\ ` I , 1 \ . \ . ` N \ `� •\ , • • I I . // / I I• `` - N `` • ``./ / I •` , 5 •. ` •`. I /I `. `. L9 `•� `\` `. I s , . \ ` .• .• •N. •. ••• `. • \ I \/\ / • • • \ ` �/ \ - / \ __/% / e \ //"/ /' / - / — / / /' ,._..--/--\ - I .,•,--•5 j. \ ` ` ; .I• \\� -7 - \ 1 _ \ r \ I I \ I /• \ • • . • • ,` , �; \ \_ .' _Ill: —/497— —/----4/ :0 — —III —�:..-.- ill / Ill': : .....: _-- — `211: \:‘‘....'s ..‘ 1: 2 ‘ ri :\ /\ 0� \ �'� \/ • ‘‘ 1:• : _--__--- 189___--: - ---- • j / \ • • N • • • • / \ _ \ ` • \ \•\ • \`•\ • \\ \ • -• \ \ \ \ • • / A. ` \\ // N / \ N .190 ` \ , \ \ ---- / \ • • • • • • / / / I% I / / 1 ' / I I /'/ / /I I / I / / I /( I I / / I II I •I \ / / I I I I I I I II II Y 1 I II I I I I 1 I / I '1 I `\ 1 / \ I I \ I 1 I I \ I 1 I I ,\ 1 3?I 1 \ \ L9 \ 1 ` , 1 I / O \ \ `\ \ I I O I `, `\ 1 1/ I , % •, •\ \•,I \ V ` \ \ ` \ \ CONCRETE WEIR SPILLWAY / • I ,. \ , 1 . \ I 1 S. I , , I . •`J .- / / 1 1 , 1 , , N 200 '1 N , \ \ , , • • 1 • TOTAL LENGTH OF WEIR = 81' PLUS 9' WINGS ON EACH SIDE \ \ WEIR ELEV = 4895.00 . • • • • • • TYPE "M" BURIED RIPRAP \ _ D50=12" \ • I• • • • .9 os ` T ` .`• •• V• N• •\ . •\ • . • • , • . • • . • \ • . \ . • \ , •` • • • • • --r I • • • • • ` • I ....• • . • 1 `. .• ` , • • • ` Q9 .`• \ • ,\` \ 1 \� o0 • 1 • N \ `, `\ `\ • • \ • \ •\ •\` `\ \ , X• 198'`\ \\ , .` •, `.� \ `.` , , `. , ` \ `� \ . . ` . '• 1 KEYMAP FO W LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE �o�000000000000,�0� NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 w 5/16/2025 <I- 0 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - l*l*l a UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 50' 100' 1" = 50' (HORIZONTAL) ml I- W = N U z o z wW a. 0 o NZ � °ZZH RUzW zW�W ° 11LL OZ WELD COUNTY, COLORADO \\\\111111IIIIII /// 37660 �0 % 5/16/2025 ,/\ /MO11111110 PRO_ PL ENG : TAJ CHKE DATE 1/28/2025 SHEET NUMBER PND5 119 141 RETENTION POND S3 Q100 IN 87.22 CFS Q100 OUT 0 CFS BOTTOM 4889 WQCV 0.75 AC -FT WQCV ELEVATION 4889.85 100 YR VOLUME 6.93 AC -FT 100 YR ELEVATION 4893.45 1.5 X 100 YR VOLUME 10.39 AC -FT 1.5 X 100 YR ELEVATION 4894.88 SPILLWAY ELEVATION 4896.00 / 2 1 / / / / / • \ \ / / • • • • • • • • • / / • • -- - \ I 1 1 � • • • • T �•- • • 2 / / / / / / / • 1 I� I • .♦ • • S. • - • • • • • • j • • • 30" FES INV: 4897.25 - J _________ • I 1 1 \ I • / ' ' 36" FES INV: 4893.64 J V 36" FES INV: 4893.64 \ e \ S • . \ \ \ • • • • \ • \• \ \ \ \ • \ • • • • S. • • • • ♦♦ I I I • • • \ • • S. • / 4905- _ `\ N • • • e RETENTION POND S3 DETAIL 30" FES INV: 4891.00 TYPE "VL" RIPRAP D50=9" Lp=8', W=4', D=1.5' 36" FES INV: 4889.00 ................................................................... ‘6, I \♦•`' \ `` \ I \ V ` '• ♦\ • ` -�-� `, • •- - • \ RETENTION ' POND S3 • • 1 5 • • \ • _t • \ \ • TYPE "M" BURIED RIPRAP D50=12" CONCRETE WEIR SPILLWAY \ TOTAL LENGTH OF WEIR = 55' PLUS 9' WINGS ON EACH SIDE \ WEIR ELEV = 4896.00 \ \ , I \ \ I \ \ ♦` `\ \ t \ ` \ ♦ \ • ` , • \ V, I• , •\ • \ \ ` / \ • \ \\ 1 • '\ • \ / `' \ •`, \ \ 1 \ \ k • , I •` 1 \ • \ , \ \ \ 1I `\ •\ \ \ \ II `• `• I• \ • / \ \ \ \1• • • • �I H , N. . I I ♦ \ ` \ I I `• • • ♦``• • I \ I , I \ I I \ \ • .-• , I `♦ \ `. �-, t♦ `, • \ \ `\ \• \ ` ♦ 1 ` ' V / ` \� I I , 1 1 • • \ \ \ • • • • • \ \ • _ 1 I. I \ \ I \ \ • • , `\▪ • , , • \ \ ♦• \ \ i `, • ♦`, \ \\ •♦\ •`• `, I • / `•` • \ •\ • • L_, \ , I \ ♦ \ • \\ \` '\ \• I `• `� ` ` I _- - --- \ •\ \ I• \ ♦ \ \ \ ♦ ••\ • , • / / / • • /\ • • /\ ` \ / - 1 • • I • / • \• ♦ \ \ , I , , • it •/ / I \ ' ' / ' / `\ \ \ ``, 1 I I I 00 / ,// / , \\ \\ \ \ \ t I 1 1 • I , I / 1 \ • ♦♦ • • ,/ I 1 \ I I I I 1 I \ ,`` \•♦ / , I \ \ \ I , \ . \\ \ \• • `♦ • 1� / / / / / / / / / / / \ \ \ • • I • • • . I \ \ 1 I \ , \ I \ , p� \\ I I �. I \ • ` 1 , / `} I` • I• ' 1 1I I ` \ 1 \♦ • `� I I . I \/ •. I X ---------------------- Y ROAD OU.NT--------------------------- 32Y _ 5' 4' 1' • \ \ 55' • 4' - TWO #5 BARS T 1' - 73' V • ♦ • • • \ • • \ \ • / / 102 I ♦ I , 5' EMERGENCY SPILLWAY DETAIL SCALE: 1" = 20' • V • • /' \ \ \ • • KEYMAP FO W LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE ;o\00000000000 NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 W 5/16/2025 <I- 0 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - l*l*l a UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO I- W U cn z o ✓ Z O �W a o NZ Z OC) °ZZH U4W zW=IW WELD COUNTY, COLORADO 0 50' 100' 1" = 50' (HORIZONTAL) PRO_ PL ENG TAJ CHKE DATE 1/28/2025 SHEET NUMBER PND6 120 141 • / RETENTION POND S4 Q100 IN 286.84 CFS Q100 OUT 0 CFS BOTTOM 4854 WQCV 2.94 AC -FT WQCV ELEVATION 4854.45 100 YR VOLUME 26.99 AC -FT 100 YR ELEVATION 4857.89 1.5 X 100 YR VOLUME 40.49 AC -FT 1.5 X 100 YR ELEVATION 4859.64 SPILLWAY ELEVATION 4861 • X • iX • .0 / / / / / / / / / / I / / / 1 / I- / / 1 I I/ / / / / / / / G / / / / , / / / / / / / , / / / / / / , , / / --4 / / / / / , / / / / / / / / / / / / / 108 / 7 RETENTION POND S4 DETAIL 0 �— e - T' / / / 7 V RETENTION POND S4 ' _ NO BUILD/NO STORAGE CONCRETE WEIR SPILLWAY --- TOTAL LENGTH OF WEIR = 275' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4861.00 G 5' TYPE "M" BURIED RIPRAP G G G D50=12" 4' 4860 275' G G G7 C • 0000 x 00 • • X • O / ,- / / , • / TWO #5 BARS 4' h 5' 293' 1' - EMERGENCY SPILLWAY DETAIL • / 66, • S. • • • • .` • / • 11€ • / / KEYMAP 100.00 / -'7OO FO W OH E X D000000000000,�0� LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 w 5/16/2025 Q 0 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - l*l*l a UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO WELD COUNTY, COLORADO 0 60' 120' - 37660 �- �•, 5/16/2025 •44\ ///1111II1111O PRO._ PL ENG : TAJ CHKE DATE 1/28/2025 SHEET NUMBER SCALE: 1" = 20' 1" = 60' (HORIZONTAL) PND7 121 141 1 1 I I • 1 1 \ 1 \ •\ • I I V ``. `` \`•/ I I I V I , S. S. S. `\ I I \ • S. `\ -I• / I I I I S.CP \` - �\ / % 11 ' `\ •\` - I ',4-- \ 1 • I./ \ , EXISTING TRIPLE CULVERT \ `\ • • \ \ • \ • \ \ / \ \` \_ / /•1".... I / / / / / / , / , • / I I I I 1 1 RETENTION POND 9 Q100 IN 210.52 CFS Q100 OUT 0 CFS BOTTOM 4829 WQCV 0.46 AC -FT WQCV ELEVATION 4829.11 100 YR VOLUME 28.28 AC -FT 100 YR ELEVATION 4834.73 1.5 X 100 YR VOLUME 42.43 AC -FT 1.5 X 100 YR ELEVATION 4837.05 SPILLWAY ELEVATION 4838.66 11 `\ `\ \ ` \ `\ \\ \ •. \ \ \ \ \ \ _ • \ • \•\ \ IVN ``\\ `\ \\ `\\ `\ \• • `\ ` `• \` \\ \ V • \ `\ ` \ , \ \ \ ` \ \ `•V I 11 dA • / 1 •\ \ \ • \ \ 1 1 )I/////,/ / S. `\ `\ `\ `• \ \ •, \ \ // j / . • V \ \ � • V \ V / `. • • \ OC `\ ` V 1 ' / / / / /// /// / /� / / // / I .P / / / I I I /1,/,//f//// _- I 1 I I I \I, I I \ //////,/,/ /////1/1/1 ,' 1 1 I 1 , .\I I \� , / I I [NI 1\ ////1/1/1/1 ,' I , J , / r / f.,I i I • \ -/'//////// f /... -,• \\ \V`• II I ' I 1 '• I / ' '/' f ,' /'I / //,,I';'f' ' I %I, 11 1 I\ 1 11 • / / / I %/ / // \ 1 I , \ \ 1‘ \ \ \ \ \ / ,/ ii'/ \ / `I 1 1 II 1 11 `\ \ 11\ `\• \ `II � \ 11 \II `\\ \ \` li / • / I • li I\ V‘ \\ \ I: \\I, 1,.‘.1•\ \ \\ • • • CO 00 ' \ • • \v • A `\ I ; \ 11 11 'I 'I , 11 V `\ I V A I V I I. \ v 1 ` ` \ 1 1 V 1 \ 1 • V , V \ \ , A I V A \ \ • • • • • \:;...... ‘..s:‘‘‘.:\\\ ‘ .‘: •:‘ ‘,:l 1\ • • • • • • • • • • • • • ••_—• • • \ • • ' • \ • • • • • 1 1 \`` 1\ \`\ `\ \ \`\\` ``\` \`\ `\ `\ \\ \ \1 \\\\‘\' \ \\ `\ \`�O`\`\1 `\` ‘1:). ` \\1 I\1 \ I` `\ V • • • • • I I • • • • • • • • • IV • • I I\ • \ \ `• \\\\‘‘‘`,\•,\•\:\\\ •\ ‘•\`‘,,\•\, • • • ---_---- V S. vV ` VA / I `V • I 1 \ 1 I 1 , \ V A •\•1 A \ \ \\\•:\•:\•:\\\•\‘ `\\‘\•\•:\‘‘•:,-\:\:•::\\‘:::00.:: V`VA \\ \`V A A \ \::\ A d - - - ` `• 5? -V• •` `\ ` \ ' `•/ `V 1 ' I V \ V `\ `\ ` V A `V A \ `V A `V A \ A V A A V‘ A \ �I •vim ♦ 6�\\`\\\\\N V 1\`v `\`� 'v` \1 \\\`11 �`\\AA` \\ \\`\\ A\\``\``\`\\V A`VA`VAAA\`\`\\`\\\\,\``\ `\ ' `• `\ \ \\ `\ `\ \ N `\ `\ \\ `1 \ \\ `\ `\ ` \ \ \ \ \ `\ ` \\ \ ` -22\\\\::\ \ ` `\ \ \\ `\ `\ `\ \ `\ `\ `V A\ \ `, Al • A A I , V 1 \ II V 1\\•\\ \ \\ 11 \\\‘` Al A `V A\ A `V A .\\.:\:\\: \ V Al \\ \V: \\ \\ \\ `V `, A I I, `•. / I I I I , `, `\ `I1 A `\ `\ `\ \\ A `\ \\\ `\\ `V% \'‘ `•� \•• AA`•A\ `\ `\ \ \\ `\ V I 'Il I I ' `. ,--. ; •i- / , , 1 • \ \ , `1 `\ •\ '\ \\ \` \` `\\ •-\•`\\`\\ \ \ \ \ \ • • • 1 11 I 11 IV \ \ \\\ \\‘•\‘‘,\‘‘Nt • \I -\•\\‘‘•\•\•••‘•: \ \ \ I \ • / / / / / /, ` \` CS \\ \ 11 \1 \ •1 \\ 1 \ \I \ , \ 1\' ••\• `\\ ` \ \ •\ • / \ \ • \ • 1 \ • \••I• I• • \" •\••\\•\\\ \\ • \\ \ \• \\ \\\� . • \ \ f / • • \ \ ` ` \ I l \ 1 S. 1 I I \\� \ \ \ \ \ VI / I 1 / /'' / / '' \\ \ \` \`•\`•\' �`\`'`•\\ CS`\1\`\`1\ I 1••••1\\`\ `\\`\\ `' \` • \ \ \ \ • c\ \ \ l \ 'O1 \•` ` ' \ \ / / / / /, `V A V V `\ `\ `V `\ 1 I`\ `V `\ '1 \I'`VA `•A\' ' `\ `\ // ` S. \ \\ \\ \\ \\ \ \\ \\ 1\ \\ 11 \1 I\ 1\\\‘‘‘‘‘‘‘‘‘•\‘• `\ \`\\\`\ `\ `\ \ \ \ • / •, • \ \ ♦ `V \♦ \ •\ ♦ \ `♦ \ `. \ \ •....\\:•.\\\\•‘• \ \ `\ `\ / • • • \ \ \• \ - ` \ S` ` \• \• ` `\ \• ` \; \ • \\ `• / • / / I I ‘.......\ \\‘‘‘‘\‘\•%. \\\\‘‘ \\\\.:\ \\\ ,‘ \\\\\ \\‘\\A\ 's \\•\:•\\:•1:•\\V‘ \,_ • • / • • • ( I 1/ , v\\\‘\\•\•\‘‘\\\•\•\•2\1•\:•\\•\\:\‘‘,% \\ \\ 1\_`\ `\\` ` `.\ .. . I. 1 1`\ \ \, \ 1 I. \ `. \\ `. `. `. `. RETENTION POND 9 DETAIL i \ N • `, `, •� \ \\ \ `, `\ \ \ \ \ \\\\ • •\ \ `\ \ ' `\, `\ \\\'\` \`\ \\\\\\' \\ \` \ \ \ • S u /,/ ,','/ �\\ /' /' ''... -• • • • • ,'-'prQv•*�• • • • • i' / • • • • , • EXISTING SPILLWAY TO REMAIN ELEV = 4838.66 • • • • • • 1 • S. \ \ , • • • • • .1 • • • • • • I 1 \ 1 1 I 1 \ 1 1 1 1 1 I 1 II 1 I I 1 1 I 1 I / / / / / / Cil `\ `\ `, \\ \ \, \•� ` `\ / O \\ 11 \\ 11 \ •\� / \ `\`/ /\`\ \ `\ I• `\ `\ \ / `\ `\ / ` \ `\ / �\ `\\ `\ S. \ `\ \ \\ 11 \ X / \ \ \ `\ \ \/ \ % \ \ \ \ \ \ \ 1 \\/ •X `\ \`\ \ \1 `\ I\ Z• 1 \ \ \ \ , \ I I \ \ • / / ; 'v \ vv •vv • \`v V A 1 • •\ v 1 I I I \ • V • 1 '\/ ; \ 11 I \\ ` \ \ V • I /, •\ \ 1 I • \ \I • \ `, 1 1 \ \ �11 V 11 \ ` \` I 1 \ ' `,, , I \ \ I I , \ 1 1\ , 1 1 I I I 1 \ \, , I II , i , \ `I 1 ;A ; 1 II I I ` 1I III I \I I I I I I iA I I I I I \ , I I I 1 \ , I / / 1 _ 1\ , , I / \ ` \ 1 ' / I V V I A l 1 , % I 1 I 1 , I I I ` I\ 1 1 1 \ \ / �\� % 11 I 1/ \' V 1► i / �i \I , ( /11 \ %/ ! 1 y I I / \ 1 \/ / - - y'•` • `. \ ` / ` ` \ . S •.... `. S. S. S. \ S. \• S. S. / \ \ \ V ` S. S. \ .`� \` ♦` `.` \ \` \ _ N \ \ • \ S. O' • j `. `\ `\ •`. �`V `\ `\ S. \ I ` \ `\ S. • \ `. • S. `•N \ \ S. . • • V • • `• \ \` \• `\ \ V S. `•S. \ \\•S. 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W • • / / \ I \ \ • ♦ O • St �/ ' 1 I \ `\ \ ` `\ N ` I/ '\ ``\ \ \ `` \• •`• `• \ • \• • • • `\ ` •N • ••` • N / / `• \ \ ` \• \ • I • \ 5 •.• \` ss KEYMAP 100.00 /'`7O(7_ LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER IEMENIMMY (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) FO W OH- E - X EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE 00000000000900„0 NORTH AMERICAN GREEN SHOREMAX OR APPROVED EQUAL NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 w F- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -<1.14.1444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO J I W 0 W 0 Z O a. Z O 0 z Z W (1) I W wW re N> 0 z O� oZZ U O Q X11 RUOa I(7)JZE oWJW UWLLH WELD COUNTY, COLORADO 0 50' 100' mml 1" = 50' (HORIZONTAL) PD0IIILiD� / c)•, 5/16/2025 37660 PL TAJ 1/28/2 025 • SHEET NUMBER PND9 123 Or 141 / TEMPORARY RETENTION POND E2 Q100 IN 82.26 CFS Q100 OUT 0 CFS BOTTOM 4803.5 WQCV 0.51 AC -FT WQCV ELEVATION 4803.98 100 YR VOLUME 5.06 AC -FT 100 YR ELEVATION 4807.19 1.5 X 100 YR VOLUME 7.59 AC -FT 1.5 X 100 YR ELEVATION 4808.90 SPILLWAY ELEVATION 4811 / / / / `• '` \ ``• • • `♦ `\ \ ` ` \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ ` 1 `.\ \ 1 \ \ \ \ 1 / ♦ \ \ 1 ♦ \ • \ \ I ♦/�• •\• ♦ \ ♦` , I ♦ \ ` I • / , ♦♦ • 1 I /\ , / 1 • \ \ , / ; ♦\ 1 I / I \ Q 1 I .... ; ` ` l `• I , 1 \ � `\ \ 1 — • I \ \ `1 r `` •'1- ` `1 I / - 14 / 1 i- - / 1 , ; - ` / 1 1 \ I '\ `♦ 1 \ ` \ 1O \ \ II I \ • • 1 \ `. 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I \ \ `. ♦ • \ \ I ` \ \ \ ` ` \ ` \ 1 • 1 ` ,• ` \ \ \ ` `\ \ ♦I r \ • • \ \ \ \ II'',`• • \ � \--•--\-T- \ \11X`• r • ` ` `♦ \ ` `. ::‘ \ \\\ \ \ \ I ` \-. I \ • \ \ \ \ • • •\ • •\ zci • • • • \ • • • . . \ • ._, r' I Y 11 I\ • • • \ • • . • • • \\ \ / l \ \ —\. S. • • `•\ TEMPORARY RETENTION POND E2 DETAIL I , L 1 1 ` 1 1 `\ 1 II• \• • \ ' 1 `` / 1 ♦ / /—,\\ �\ 1 I 111 \. /, 1 II \ 1 `• ``\ ---- 55 \ 1 1 ` ` - 1 \ \•I \♦ • •\\ -�.1 I' '` ` __-- • \ \ \..... 1 \ . \ 1 ` 1 -- ` 1 \ `` i 1/' I ......\\‘',1‘ 1 ` \`` • • \ \ • • \ ` \ � S. \ ` --_ [`. `\ \ IN. • ` ,1 • • -- \ _ \ `\ •` \I\\\ \ \ \ \ `♦• • J • `\•, , \ N. I \ ` 1 • \ • 1 — - 4820 1 • • • • ` Ns. •` • 0 S. • • ``\ \\ • S. • \ / \ 1 • • 1 1 /`\ \ --__ / ♦ \ --_/• \ S. ---------------------- / , • • • / / ` / ` / 5 `\ ,' / \`\ • • • • • • > • \ - -J ♦ `• • `\ \ / \ • \� -------\ `\ ♦ N \• \ • \ • ,— \ �\\ \ N. S. N \ ` \ N` \ \ \ \ \ \--- ` \ - / ` . • • ,-• N ,---\ \ 1 1 aft OIL • • 71— - • -- \.5 0 / \ • • , , • • __ / `\ /' `\ / `'_ ,\ • • . \ \ \ • • • • • • • • • • . 1 • • • • • • • • \, \\ • • • • • • \ • • • • • • • • • • 7' N N • S. ` N • `• • i----------- - 487 • \• • • 4-81 • • • 5 • • • • • • Ot • • • • • • • • • • • • • • • • • \ • • • KEYMAP z- 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER IMM-Ir (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) FO OH- E - X EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAX NORTH AMERICAN GREEN EROSION CONTROL MAT OR APPROVED EQUAL RIPRAP SWALE CROSS SECTION - SEE SHEET 127 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 50' 100' mml 1" = 50' (HORIZONTAL) t)(1110 cc 155 ILI ILI O O. O O z z w ciL)g LIJ wuj re oz z ic-)< O WELD COUNTY, COLORADO 37660 TAJ PL 1/28/2025 • SHEET NUMBER PND10 124 141 ` . , , \ ` • . / , , ,' ,' / / II ' •/ y , 1 % 1 _ __ -___ __ I -7�\ Q E Ce Vf I \ I I 1 /\ 1 / / a / / ‘• \ I // ___/‘ ' -%.1 % /I / 1 - -`T �`- �\ \ .... • ` ` ` I 1 ,'' - -/ �' , 1/ I \ - , , 1 , %% I / \ \•\. `.. s`.., , 7-�'`�� . `0 1 !_ 1 N.\ -- -r ,, 1 1 f�J ° ` I `\ N \ I \ ,` \• )`,\ ,` �` \ I 40.85 LF OF I 1 ,%, , - , ,_--- \, ,\ \ ., ,\ ,, \ \ o \ ,. / ,. .-' / � ; , / , / / / `., '` / >`\. ,,,, / ' / " ,, I. , .♦ / / 1/ 242 / �l �� \ , . \ ..\, `♦ , ♦ \ I `241 ,`I , / / / I , _ '% /` ' ,' ' /Ce I 240 • `\ �1 ,� %`, / \� . - - _ _ _ _ _ / o, , I / / `, -' / ,1 \ \ ` `♦ `\ \ \ `�! ` /\•4 \ ` `` _ _ - ,' I , / / �./ / / ' / _ / `` • `� - ' ' I \ \ ``, ,\ --- `, `/`, \ `, • -_ - .' -- I ��,' / ,/ \o / T `. , -` ----- - 243 \ \ '' I `` 1 \ `` •\` ` 4 I ,' ' / / / I \ 'N �'' �� I .,,/'''j I \\ `,\ `.\ )` /'`,\`.�` `,, `,`, \ — — — - _ \ _ _ I I ,% / / / i / I '� I l l ``, \ \♦\ `•\\ �`.,, �`` ------ -___, 1 / /, /� , �,' l �l o --, 54" RCP 0.28% i \ �\ �` ---- ,�, \ / �, / / !..__ .�` \ , Liu _O LL 4 Q `^ 0 r �� • -� ��1■� LO DATE . I cn KEYMAP _ _ DESCRIPTION REVISED PER COUNTY COMMEI` `\ `5. ``\ �� 1I 1 STMH-4 `\ `� --T I I ' -� -� --- L>— J - --- - - — — --� L-- �, `,\ \ I`,,, `---------------------/ - STMH-3 ,,` .� -,., �� 1w �` .LLI �� ' ' `, 24 08 4" RC F 5 5 P 1 - 8°/ ` '' 0 O 4" R 8°/ �- 0 2 STORM SEWER NOTES: / @ 5 @ • � - - - - - - (I) I . o ho •• _ _ -- = - = = = ' �— .. � �•: y. + ` �. \� ,\ Fir. 0 +AfL ,-'+nn _ +gp— 1 p+�p - _- - - -�- — — — — , — 1s 00 _ T — .5 — — - - - - - -1 - - ` _ - ,- _ i _ ., a � ,�r � `� `\ 1. PIPE LENGTHS MANHOLES STRUCTURES. THE LAYING 2. PIPES NEW PUBLIC 3. PIPES ARE OR THE SPECIFIED LENGTH CONSTRUCTED ROADWAY CONSTRUCTED CALCULATED FROM INSIDE FACE OF LENGTH OF OF FLARED END UNDER THE TRAVEL SHALL BE RCP IN RIGHT OF WAY THE INLET PIPE SECTIONS. OR FOR CENTER BOX INCLUDES LANES AN APPROVED PRIVATE OF OF ° •: goo . , - , , -,_� ` ��. ,- ,� �,' =� w — — — — —, o• — — — —,\ — — — —, — — —I��__ — — — — — — — — ,.— — — — — — ,=— �`, �`. r ---� ,-� ,-_____,` %—I �` .� `. `� ` A I,— 1 \ \ I , ,__ ,-' ,'' --- ', `� `` `, \ `% I ,'y `� \ 1 / ' Z ,' / / \• �`� '`.- -' \ Q -,� '�/, 18+83 / --_ \ 9s �`.- -- / 1-_ ----- / I `. \ `` �`----- / ' \ �, \ .,,\ _— �,. \ N ��`---------------'' \ \ 248 �.' cs, co r' - I I o CD —`� I I I I o CO 00 \ , I• , \ , l 54 FESI�\ I ` I INV: 4885.35 \ ,� �.I �`\ \ `, \ v \\ \\ `� 1\ \\ \ `\ \ \ , ( \ \ I J ,,____________________ ----' --- ___ ._�` ♦�` ,\ 1\ , 1\I / II -__ - __1-' "�--- --- `\` N \ .�` `�` .� \\ \ \\ I \ I / /,- -- __ - / �,- `�\ �` `� �` \ \ 1 ( , O I -'� .''� - - I ''' \``� \ �� \ �, �\ N \`\ ``, i ,- ,, ,,-' �- I_, ,—+—' __--., N `\\, '` \ ` `244 CC I --, - __---____ \ I \ 1 , G 1\ I , , / ,--''t I -- _ ,'� I/ I `I I \ •�\ •1 `` \ ♦ I I / / _.� - - _ , / , / /,I I, \ ` , DRIVEWAY APPROVED 4. CUTOFF CONCRETE ACCESS EQUAL. WALLS SHALL WITH EPDXY SHALL BE AT LEAST BE INSTALLED COATED #5 CMP BELOW REBAR OR ALL 12" AN ON REV. NO. N- 4414141414141 \ __ __,- ' \ \ \ '` \ N \> \„ \\ `' ,\ \ \ \�,`\\ 1 \ \ \. \ \ `\ \ \ '`, •.\ ` \• ' ` \ `` \ \\ • • ,``. �`. \ \ �: `\ I I a1 . I 1 l ' `. .` \ ♦ . t--- 247 \ .\ '` I . , / `♦ `... \ �`♦` i •��`� •\`� I _-_ . \ / \ `� <9 \� _ ,',- N N I •• •' �'' `� I _-- �_ `` I STORM .` •`, `� , \ MAIN `I F`� \ I ♦` ` I,\ 'Si. • ` ` ° I ( / '' I ' ! i I ` 1% i `` \ `1 \ \ 1 \ / / r------ 1 ` \ 1 \ ' 1 1 /I I I — �- —,_ _� < / 1 I 1 o \ \ \ 246 \ N1 ' 1 \� , „ \ 1 \ � 1 \ o\ `�` `\ \� \ I ��' I `` --\ �..., „\ \� �`� `\ . --\�\` ``\ `` \ `\ `\\ `1 • • \ I`. I -^� ��`.� `\\\`� \ ` • ; �.� �I \v,� `h` I\ 1 \ . , 1 \ I . . ` \ . ` �` . 1 . .- 1 1 `�v \ I 1 v, vI -- �\ \\NN\ ` \ `� ` \ \ I I ------„ `\ `., `., `\ `, ` - \ ` 1 `\ , \ 'S \ 1 I I I .\ \, `\, `. \ ` ` , ` \ , . I I , ♦` `` ` `' ` , `` `, \ `\ I I o — — - •` , `\ \ \`\ `� ,\ \ ��`\ I 49 � •,� `, \ `.� \\` ,� ,, \ \� `I,\ I I - 124rJ \ `1 11 11 \ `1 `` `, 1\/\ f ,/ s. s. I • `. \`. �`. • N `, `,_ `, `\. \, \.I ` , `, N `, I II �, ! p , - PLAN VIEW CENTER EDGES, EDGE 5. SAFETY FLARED ANY OUTLET EACH WAY, 8" WIDE X 3' OF THE END GRATES SHALL END SECTIONS FLARED 3" CLEAR FROM DEEP AND 2' BEYOND SECTIONS. BE PROVIDED BUT SHALL NOT END SECTIONS. ALL EARTHEN AT BE EACH ALL INLET PLACED OUTSIDE AT CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 STORM SEWER PLAN & PROFILE WELD COUNTY, COLORADO LEGEND �. / ��O� / x/OO_ 7p0 70p` / ; PROPOSED MAJOR PROPOSED MINOR EXISTING MAJOR EXISTING MINOR CONTOUR CONTOUR CONTOUR CONTOUR - PROPOSED SWALE/ROADSIDE DITCH 4915 4915 EXISTING EASEMENT PROPOSED EASEMENT IIIIIII PROPOSED CULVERT/STORM SEWER 4910 w Lc)W- 4910 ti fn • op 811 CALL UNCC BEFORE YOU 81 DIG 1 7N o O cn 0 4 4905 o N o M- co F- N- o 4905 F- o°°°`ro +I 2 co .T. p 7 oN 2 'D `- EXISTING GRADE ALONG + z z = c♦i2Z p u - - U ��--_� o in °' i i �""'" 4900 o �' Z Z 4900 (,) cyj .7j- —"IN g I,OR 1 -800-922-1 r 987 u_ 'v cr) +o oLLJ z 4895 — — — — — 4895 100 YR HGL UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\\o ,, I,..0..I III, ////�, __--- ti . = 37660 ct_ �� •, 5/16/2025 •��\ PR PROPOSED GRADE ALONG 4890 — — — 4890 _ I — _ — — — - - % ssioNAL '••••••••'' \„• ._, 4885 4885 _ L-40.85' L=424.08' -- S-0.28% - - - PRO_ PL 54" RCP S=0.28% - L=458.90' 54" RCP S=0.28% ENG TAJ 4880 54" RCP 4880A CHKC -rte DATE 1/28/2025 4875 4875 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 - STORM MAIN PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1"= 6' (VERTICAL) SF 1 125 141 .,._ . \ , \ • . / ; 1 1 I `. \ , - � - 1 `, . \ , , I / I .. ,„ ,, it ___ _ \ `` I , .` .` , / / �- ; ..• \ I-_______________/, ,' 1 \ ♦ \ ♦ , \ / - , , , 1 \ , I \ ♦ , __ ,, i,\) \ \ 1 I / , , ; ; l `\ `\ \ „„ , - - 4905 , 1 1 1 1 \ \ 1 1 \ `, `\ ` ' - • i • • . . , , 1 ` ♦ I ' ` \ . , / I I 1 , _ , , `. `. ,' 1 ``\ ' ' ' Q \ Q El CC V 7 &llii'_ oz .. ` \ // r__ . .` ;. \ \ , \ \ , ; , , / I ,' •` ; , I 1 \ 1 1 ' \ \ N Lam` , �,� ; I ` `---a-- \ .``` ; IX I la ` • — - I ---N /cNi (Ni `` `� \I co `` N�`. \ \`: ` ` \ � f "% \ .''',,/ ````� `` 140 -� I I TYPE M„ �' `� ,\ I 1 cn `\ < ; \ , f! ~� - , • ,- , `� \ _ I I RIPRAP I \ �. , ., c \\ • \I ` \4885 _ _ _ — _ = II •� ��, DATE . � cfl Ws Wu TI WI ' \ 1 ' \ ` ,--- ;` �` / % ` \ ; `� LP=33 , W=13', D=24"\` .I • // I `\ \ - _ . - - / f - .► \ N �,-, STMH-1 \ \ - / I� ``\` �`� 54" FES . , ♦ ♦ INV: 4878.53 \ �` '`-_ , .//�/`\ \ \° ,` j `♦ -� .♦ •♦ , `. ` \ `! -____ \ : .-------_ _ \ _, `'S . ♦� \ �'.. •�` ••`. ♦`. `` ' \ 4880 / \ `\ • • 4880 - ,. ^ ,-- ,f ' 4885 ,..�� \ H KEYMAP _ DESCRIPTION REVISED PER COUNTY COMMEI` o ' \ ^ , \ / ,- 26.06 LF OF 30" RCP @ 3.44% •` `. -- STMH-2 `, ♦' ``'`� __ rn / e _ ) — —' S. �� :t --- �� 4890 \ STORM SEWER NOTES: \ `` ' ��/ ; -. .♦♦ •'S \ �` 519.85 LF OF 54" RCP @ 0.28% ; ® : 3 _�- - �. 39.37 LF OF 54 RCP @ 0.84% "/i'/��'r��" ' ` S - - _ - — - = = - G __� G -�G \ Ii��.r!/ p a j . ` rte �-r �: '_—_ _ = = ■ - _-!-!-.�—...T.��lf�'` t— ` �� \ / \ 1. PIPE LENGTHS MANHOLES STRUCTURES. THE LAYING 2. PIPES NEW PUBLIC EQUAL. 3. PIPES ARE OR THE SPECIFIED LENGTH CONSTRUCTED ROADWAY CONSTRUCTED CALCULATED FROM INSIDE FACE OF LENGTH OF OF FLARED END UNDER THE TRAVEL SHALL BE RCP IN RIGHT OF WAY THE INLET PIPE SECTIONS. OR FOR CENTER BOX INCLUDES LANES AN APPROVED PRIVATE OF OF _ � :'; ' \__X♦ --..••- w - • X __ __� __ _-__-___ //// _--- ; �' \X, X' �`,`�� -.......... \ ` 4880 . ' ► I 1, ,��1` 1 `��\C\\\ ` `♦ Z. - - - '`` - - - - - - - i - - - - \ `� i i I I `�\\�� -lit/�./s� ` ' I ' ` ` -^__ --'--^, `\ ' ( ` ` ' `♦ J /._ \ STMH-5 `, \885 I. N./ \ \ _ I_ 1 \ I - - O'/ ' ' ` ` ' r / '` _ — \ ` o ` \ \ , 4890 . \ 1 - - ��` \ Q \ V \ \ \ \ \ ` •, ` \ \ ` \ . ' / l 89S\ \\ ., % __� '��\ \ \` \ ♦� ♦♦\ •� \ \` \\ \` \` I \` \` / `/ --� . ; ,` - ---- a '� `,_ _ \ \ 11�� ♦, / 4895 \ \ \\ \ \ I I . \ \ \ \ \ \ / , / \ _ /Q / \ \ `� `. ` \ / ` �� \ , ,� \ �� \ \ \ 4g00 ` \ \ \ \ \ \ 1 \ , \ \ cs� / _ / .` `__ '' `. \ ' \ \ \ \ `�` \` \ \ ��` `�` '�` `� \\ ` • vS `` ` �'� / / --------_� , __ `.�� `�_ 9 ° \ ` .-^ \ \ 1 \ \ \ \ \ / 84.78 LF OF 24 RCP 5.11 /° / @ ` DRIVEWAY APPROVED 4. CUTOFF OUTLET CONCRETE ACCESS EQUAL. WALLS SHALL FLARED END WITH EPDXY SHALL BE AT LEAST BE INSTALLED SECTIONS AND COATED #5 CMP BELOW SHALL REBAR OR ALL BE 12" AN 4,500 PSI ON REV. NO. N- 4414141414141 \ I 1 \ 1/ ` ♦ ♦ ♦ \ ♦ `� \ - / /` ` `♦ `. ' ♦ -". / t� `� `♦ ., ' I � `♦ / `� \ ♦ . I , ` ` `� '/ / ` ` ` \ / =. / `. `. `, `, 141 , �' , . \ \ \ --♦ 1 , , ♦ , `, `, \ �, I r \ Cs , \`/ / ' `I \ , • / `,� �� N ,/ / i ; �.'• / ' i , ♦ \ \ ,-'. '` ♦` \ \ \` \1 \\ \` \ ♦ ,�. , \ ♦ \ , \ 1 , . \ \ \ o f�/ \ �� _ A� 1 -` • - h / N STORM LINE A \ \ 1 \ I -' ,' ` ` \ \ \ ' 1 \ ` 1 , ` ` ` ` / \ 1, . \ I , , 1 \ o o N ;�` ,'' / \• \ ' \ \ \ ` `` \ ♦ ` /., / . , , N I / ,� ,' ,.' ,•' / / `\139 `'S `, \ I `\ `\ `, -tom `\ ` \ 1 .• •`' j' '`� . `'S / / h \ e/ ''-' \♦ \ `\\ 1 1 \\ \\ , , \` \1 \ \ \` 2., N, / ` / °� 24' FES \ _ _-- ♦ \ \ \ 1 1 \ \ ' ` ' ` \ \ `♦ ` `, ` / / 0c� I i ,-'� `,\ _ _ �. . , \ \ , \ 1 ` ` ' ` 1 `, `\ / `, ` - _ /INV: 4889.09 N ♦ _ ` \ \ \ \ \ \ \ �° \ ' ' 1 ` 1 \ \/ \ . y`_"', , ♦ �, , I , ico, , , 1 \ \ \ \ , �. \ . 1 ; , \ 1 .' , , ` I o ` `, ', ' I ' \ \ , \ ` \ / �`� `♦ �� / ' I I ,�' ,� , �� \9 \ 1 , 1 \ I \ \ \ `1 \ \/� ' `♦ _ / . , , I ,I I / ,/J�,'j,- . \ °s / I ; I I \ `\ `, ✓\ 1 `,/♦ `♦ •`. ' 1 ,- ______-_y• %\♦ ,;\ `♦ \ ; \ I 1 \I \\V\ \ \Yl1\ `\, .♦ .� - i / / ` , `\ ��\ `\ \ `♦ `♦\ ```� ...\ ,'i ' 1 i / /1 `\/ `` `♦` `.` ' i • 138 -- ---- " •�� ___ - ` _ ______ CENTER EDGES, EDGE 5. SAFETY FLARED ANY OUTLET EACH WAY, 8" WIDE X 3' OF THE END SECTIONS. GRATES SHALL END SECTIONS FLARED 3" CLEAR FROM DEEP AND 2' BEYOND BE PROVIDED BUT SHALL NOT END SECTIONS. ALL EARTHEN AT BE EACH ALL INLET PLACED OUTSIDE AT CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 STORM SEWER PLAN & PROFILE WELD COUNTY, COLORADO LEGEND -.100�� / / �700� / \/00_ '100` / ; PROPOSED MAJOR PROPOSED MINOR EXISTING MAJOR EXISTING MINOR CONTOUR CONTOUR CONTOUR CONTOUR . ♦ _-- \,/ , - 142 I ,/ \ \ r \ \ /\ \ / `. ------ �� / ,' /. ' ` / `. ` ♦ `\ �� / i 1 1 •/\ \ \ `. ` `. ``_ �`_ '\ STORM MAIN - PLAN VIEW - PROPOSED SWALE/ROADSIDE DITCH 4915 4915 EXISTING EASEMENT PROPOSED EASEMENT IIIIIII PROPOSED CULVERT/STORM SEWER 4915 4915 4910 4910 Q W o O 03 w 4910 w 4910 & o °pco EXISTING GRADE ALONG ' = STMH-2 (6' s co co 0+27.50 0.00' L RIM 4896.00 INV IN 4881.37 (W-54") INV IN 4883.37 (S-30") INV OUT 4881.37 (E-54 CUT=15.1± 4905 O +I PROPOSED GRADE ALONG c. ti r` 4905 w N co oa�°o N co.co ' N (O tS)bOM p co M 00 W Z m CAYOUDLL UNCC 811 ORE IG Co +1 (n I. M�� >�� ± 4905 -,� 4905 Z Z Z Z II �% N b °p d, E U ^�. �2>> D __---- '811 — �� 2 > cicd2 +1 0° 4900 ��---�� -- � -. u) M E z z z o 4900 EXISTING GRADE o z r" I— co ��\` rn co ALONG W `` '� d� ��> ~ z + o . 4900 W M o E z z co 4900 ... _....„ Q 11 1-800-922-1987 OR N. N r ? 4895 J� . PROPOSED 4895 GRADE ALONG ' 4895 4895 100-YR HGL 4890 co 4890 UTILITY CENTER NOTIFICATION OF COLORADO \\\\\\mooPIDIII0IIII�l///ii tio:.a = 2: = 37660 -_---_-.0 0 �'• 5/16/2025 ;, o05 WO `_ o-zr 4890 4890 -- — +z — ---------- � 100-YRHGL __ - 4885 ------- 4885 \_ - - - //��SS/0NAL.��\\\\ � n — 4885 4885 --------------- — _ 241��,08, _ — Cp <\ 4880 - - - 4880 � PL PRO_ PL \_L S-0.28%PRU -458.9O -L-519.85' 54" RCP L=339.37' - - -� �r ENG TAJ S-0.28% - - - _ ° S=0.84 % 4880 4880 54" RCP 54" RCP L=26.06' CHKC 4875 4875 S=3.44% "M" 30" RCP --•_a. DATE 1/28/2025 TYPE RIPRAP D50=12" 4875 4875 Lp=33', W=13', D=24" 2+00 1+00 0+00 -0+50 0 60' 120' 1 SHEET NUMBER 4870 4870 9+50 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 - STORM LINE A - PROFILE VIEW STORM MAINPROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) ST2 126 141 1 1 1 1 4 4 4 3.33' 100 -YEAR MAX FLOW DEPTH 1 V 8' 1' MIN. FREEBOARD CHANNEL A V 1 4 2.62' 100 -YEAR MAX FLOW DEPTH 8' 1' MIN. FREEBOARD CHANNEL B 1 4 1.23' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD � I 1 4 8' CHANNEL C 1.68' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD T 11 4 L- 8' 1 4 CHANNEL D 4 1.3' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 4 8' � 11 4 CHANNEL SECTIONS 1 1 1 1 4 0 5' 10' mml 1" = 5' (HORIZONTAL) 1.97' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 4 4 1 4 12' CHANNEL H 1 1 4 4 - 1.67' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 10' f I 1 4 1 4 - 1.96' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 8' CHANNEL O 4 1 - 2.68' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD T 16' -� CHANNEL I CHANNEL P 0.67' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 10' 11 4 1 4 1.06' 100 -YEAR MAX FLOW DEPTH 8' 1' MIN. FREEBOARD T I 1 4 CHANNEL J CHANNEL Q - 1.81' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 4 10' f 11 4 1 4 2.07' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 12' CHANNEL K CHANNEL R - 1.09' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD T �1 4 8' �1 CHANNEL E CHANNEL L - 2.24' 100 -YEAR MAX FLOW DEPTH V 6' 1' MIN. FREEBOARD 4 1 1 4 - 1.09' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 16' CHANNEL F CHANNEL M - 1.63' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 1.81' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 11 � 11 11 T 4 H� 6' 4 4 16' CHANNEL G CHANNEL N 4 4 1 1 4 4 1 1 W I- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -aaaaa44 U z Z.‹ O W t� BC � W o N N � z � J F- 0 RU(DZ cc% J Z a o0_U_v WELD COUNTY, COLORADO \\\\111111II I I II // 37660 -=.----70% 5/16/2025 // F\sS�ONAL � /MIIIIII1110\ PRO._ PL ENG : TAJ CHK[ DATE 1/28/2025 SHEET NUMBER CHI 127 141 i CULVERT NOTES: 1. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 1A CULVERT 1B 4930 4930 4925 4920 4915 w U_ APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4910 4905 U EXISTING GROUND FAIRBANKS DRIVE L=85.47' S=1.17% CUTOFF 48" RCP WALL PROPOSED GROUND TYPE "H" RIPRAP D50=18", Lp=40', W=22', D=3' w w Co O O rn > z 4925 4930 4930 4925 4920 4920 w INV: 4915.00 (9 FAIRBANKS DRIVE EXISTING GROUND PROPOSED GROUND w w 4915 4915 4910 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4910 4905 4905 0+00 CULVERT 4 4925 1+00 1+35 L=85.47' S=1.17% 48" RCP CUTOFF WALL INV: 4914.00 4925 4920 CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) CULVERT 2 4930 4930 4925 EXISTING I FAIRBANKS DRIVE GROUND 4920 4915 4915 4910 TYPE "H" RIPRAP D50=18", Lp=40', W=22', D=3' 4905 0+00 1+00 1+35 CULVERT 5 4900 4900 4925 4895 4920 EXISTING GROUND 4915 W w LU 4910 INV: 4914.5 MORNING DOVE LANE 4905 U) w w in O) d z 4920 4890 EXISTING GROUND w w M 4915 4885 L=51.86' S=0.80% 15" RCP CUTOFF WALL TYPE "VL" RIPRAP D50=6", Lp=4', W=2', D=1' PROPOSED GROUND 4910 4905 INV: 4887.47 I MORNING DOVE LANE O M PROPOSED GROUND 4880 L-61.75' S-0.77% 36" RCP INV: 4887.00 4895 4890 CUTOFF WALL 4875 TYPE "M" RIPRAP D50=12", Lp=26', W=11', D=2' 4885 4880 4875 0+00 1+00 1+15 0+00 CULVERT 11 4935 4935 4930 MORNING DOVE LANE to PROPOSED GROUND u) I N 4930 4925 wNs- w Fw INV: 4922.9 I - 4925 4920 L=51.86' 5=1.13% EXISTING 15" 4920 4915 GROUND RCP CUTOFF WALL TYPE "VL" RIPRAP - 4915 4910 D50=6", Lp=4', W=3', D=1' 4910 1+00 1+25 CULVERT 20A 4930 4930 4925 EXISTING GROUND 4920 4915 w w (O NV: 4917.00 FAIRBANKS DRIVE PROPOSED GROUND 4910 4905 L-72.72' S-2.75% 36" RCP w U- -CO M CUTOFF WALL INV: 4915.00 4925 4910 0) w LL V: 4914.00 PROPOSED GROUND w W CO M 4905 L=62.01' S=0.81% 36" RCP CUTOFF WALL INV: 4913.50 4925 4920 4915 4910 TYPE "L" RIPRAP D50=9", Lp=24', W=9', D=1.5' 4905 0+00 CULVERT 6 4905 1+001+12 4905 4900 BURGHLEY COURT i 4900 PROPOSED GROUND Lo 4895 N M F cc 4895 co O) �� (o w V 5 z w N 5 z 4890 N 4890 L=63.06' 4885 EXISTING GROUND S-1.23% 4885 24" RCP CUTOFF WALL 4880 TYPE D50=6", Lp=12', "VL" RIPRAP 4880 W=6', D=1' 0+00 1+00 1+15 CULVERT 20B 4930 4930 4925 EXISTING GROUND 4920 4920 w LL M 4915 4915 INV: 4917.00 FAIRBANKS DRIVE PROPOSED GROUND 4925 4910 4910 TYPE "L" RIPRAP D50=9", Lp=30', W=14', D=1.5' 4905 4905 0+00 1+00 1+15 0+00 CULVERT 23 4910 4910 FAIRBANKS DRIVE 4905 4900 4895 4890 0) w U- '0 M 0,11523 30" RCP 4885 4883 PROPOSED GROUND EXISTING GROUND w w CUTOFF WALL TYPE "L" RIPRAP D50=9", Lp=19', W=8', D=1.5' O rn co 4890 1+00 1+50 CULVERT 24A w w O M L-72.97' S-2.74% 36" RCP CUTOFF WALL INV: 4915.00 CULVERT 3 4920 4920 4915 IMORNING DOVE LANE 4915 PROPOSED GROUND c� I 4910 4910 w w v in N - o i Ln M z w o 4905 o M 5 Z 4905 ---- ____ -- 4900 L=83.17' 4900 EXISTING GROUND S=1.15% 30" RCP [ CUTOFF 4895 WALL 4895 - TYPE Lp=16', "L" RIPRAP W=7', D=1.5' D50=9", 4890 4890 0+00 CULVERT 8 4920 1+00 1+33 4920 4915 I LEDYARD ROAD SOUTH PROPOSED GROUND 4915 4910 co I vi co O M W V z w F 4910 4905 w ,- z 4905 4900 L=61.26' EXISTING S=0.52% GROUND 15" RCP CUTOFF WALL 4900 4895 TYPE "VL" RIPRAP D50=6", Lp=4', W=2' D-1' 4895 0+00 CULVERT 22 4940 1+00 1+20 4940 4935 EXISTING GROUND FAIRBANKS DRIVE 4920 4930 4915 4925 1 w U - O M 4910 4920 TYPE "L" RIPRAP D50=9", Lp=30', W=13', D=1.5' 4905 0+00 4890 4890 4905 4885 4900 4880 w w 0 M INV: 4875.25 FAIRBANKS DRIVE PROPOSED GROUND 4895 4875 INV: 4875.0 4885 4880 1+00 1+50 CULVERT 246 INV: 4924.78 PROPOSED GROUND 4915 L=63.66' S=1.22% 30" RCP CUTOFF WALL 4935 4930 4925 4920 TYPE "L" RIPRAP - D50=9", Lp=16', W=7', D=1.5' 4915 0+00 4890 4940 4885 FAIRBANKS DRIVE 4880 4875 4875 4890 4870 EXISTING GROUND L=62.77' S=0.38% 30" RCP 4885 4883 4865 CUTOFF WALL w w O M INV: 4875.25 PROPOSED GROUND INV: 4875.01 4885 4880 4875 4870 4870 TYPE "L" RIPRAP D50=9", Lp=25', W=13', D=1.5' EXISTING GROUND 4865 4865 L=62.77' S=0.38% 30" RCP CUTOFF WALL 4870 TYPE "L" RIPRAP D50=9", Lp=25', W=13', D=1.5' 4865 CULVERT 25 1+00 1+30 4940 4935 PELICAN LAKE LANE 4935 PROPOSED GROUND 4930 w N o co 4930 co W V N 11 w N O Li - z 4925 4925 EXISTING GROUND �L-57.08' S=1.24% - 4920 15" RCP 4920 CUTOFF WALL TYPE "VL" D50=6", Lp=5', RIPRAP 4915 W=3', D=1' 4915 El Cto W H W I- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. aaaaaaa U cn Z W J zLELL L Lu O oqNa J Oi Z Z 0g '5.< ROg> Z W J' WELD COUNTY, COLORADO PL TAJ CHM. DATE 1/28/2025 SHEET NUMBER 0+00 1+00 1+65 0+00 1+00 1+25 0+00 1+00 1+25 0+00 1+00 1+15 CLV1 128 141 I CULVERT NOTES: 1. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 25.1 4940 4940 4935 PELICAN LAKE LANE 4935 PROPOSED c GROUND Lo NO I 4930 co co 6j 4930 LU u_ V N- co cu 7i- � Z 4925 4925 EXISTING L=51.86' S=1.10% 15" RCP GROUND 4920 4920 CUTOFF WALL TYPE "VL" Lp=6', 4915 RIPRAP 4915 D50=6", W=4', D=1' 0+00 CULVERT 29.1 4925 1+00 1+15 4925 4920 WAY 4920 NUTHATCH o PROPOSED GROUND w I 4915 LL N_ 4915 W z U) rn w,j- w z 4910 4910 EXISTING GROUND L=51.86' S=1.98% 18" RCP 4905 4905 CUTOFF WALL TYPE "VL" Lp=5', W=3', RIPRAP 4900 4900 D50=6", D=1' 0+00 CULVERT 34 4915 1+00 1+15 4915 4910 MEADOWLARK LANE GROUND N N PROPOSED ri cu:::: 4905 INV: 4902. Nco 4900 4900 EXISTING GROUND L-57.92 - S=0.83% 4895 24" RCP 4895 CUTOFF WALL TYPE "VL" RIPRAP D50=6", Lp=9', W=4' D-1' 4890 4890 0+00 4880 1+00 1+15 CULVERT 37C 4880 4875 4870 4865 CO CO V z NIGHTHAWK DRIVE PROPOSED GROUND :D Cn w LL co 4860 EXISTING GROUND 4855 L=67.50' S=0.67% 30" RCP CUTOFF WALL Cn co co z 4875 4870 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4865 4860 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' CULVERT 27 4910 4910 4905 LAKE LANE 4905 / PELICAN m PROPOSED GROUND I �, co 4900/ LwL V N. W Z 4895 4895 EXISTING L=64.50' S=0.38% 4890 GROUND 30" RCP 4890 CUTOFF WALL TYPE D50=9", Lp=18', "L" RIPRAP 4885 W=8', D=1.5' 4885 0+00 4915 1+00 1+15 CULVERT 30 4915 4910 FALCON DRIVE 4910 �/ PROPOSED GROUND / co 0 4905 W7r w r-- N 4905 4Z rn8 w N 8 N EXISTING GROUND v z 4900 4900 L=85.68' S=0.57% 4895 24" RCP 4895 CUTOFF WALL D50=9", Lp=13', TYPE "L" RIPRAP W=7', D=1.5' 4890 4890 0+00 CULVERT 35 4920 1+00 1+35 4920 4915 4910 U) w w N NV: 4905.90 NIGHTHAWK WAY PROPOSED GROUND 4915 4905 U) w w N INV: 4905.20 4910 4900 EXISTING GROUND 4895 L=62.73' S=1.12% 24" RCP CUTOFF WALL CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) CULVERT 28 4915 4915 4910 4905 Cn w W 00 INV: 4901.3 WARBLER WAY PROPOSED GROUND 4900 4895 EXISTING L=51.86' GROUND S=0.72% 18" RCP CUTOFF WALL U) w W INV: 4901.0 4910 4905 4900 4890 TYPE "VL" RIPRAP D50=6", Lp=8', W=5', D-1' 4895 4890 0+00 1+00 1+15 CULVERT 31 4900 4900 4895 V MEADOWLARK LANE PROPOSED GROUND 4890 co w LL M O O Cfl W 00 z 4895 4885 EXISTING GROUND 4890 4880 L-56.46' S=0.29% 36" RCP 4875 CUTOFF WALL TYPE "L" RIPRAP D50=9", Lp=22', W=9', D=1.5' 4885 4880 4875 0+00 1+00 1+25 CULVERT 29 4910 4910 4905 DRIVE 4905 / FALCON co GROUND C o I PROPOSED N 4900 co wLi_V W N. CO V .. z 4900 O w w z M o 4895 4895 EXISTING GROUND L=69.33' 4890 S=0.36% 4890 30" RCP CUTOFF WALL 4885 TYPE D50=6", Lp=14', "VL" RIPRAP 4885 W=6', D=1' 0+00 CULVERT 32 4905 1+00 1+30 4905 4900 MEADOWLARK M M LANE GROUND 4900 r-- PROPOSED M I w 4895 O Z I cu V z 4895 u.. O5 M 4890 4890 EXISTING GROUND L=65.73' S=0.86% 30" RCP 4885 4885 CUTOFF WALL TYPE D50=9", Lp=20', "L" RIPRAP 4880 W=9', D=1.5' 4880 0+00 1+00 1+30 CULVERT 37A CULVERT 37B 4880 4880 4875 4870 U) w LL O co INV: 4865.55 NIGHTHAWK DRIVE PROPOSED GROUND 4905 4865 4900 TYPE "L" RIPRAP D50=9", Lp=13', W=6', D=1.5' 4895 0+00 4905 1+00 1+15 CULVERT 38A U) w w O 4860 EXISTING GROUND L=67.50' S=0.67% 30" RCP 4855 CUTOFF WALL co co co Z CD 4875 4870 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4880 4880 4875 4870 U) w w O M INV: 4865.55 NIGHTHAWK DRIVE PROPOSED GROUND 4865 4865 4860 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 4855 4905 0+00 4900 4895 4890 U) w w co co EXISTING GROUND 4885 L=163.85' S-2.83% 36" RCP PELICAN LAKE DRIVE PROPOSED GROUND CUTOFF WALL 4855 4880 4900 4895 CO M TYPE "L" RIPRAP D50=9", Lp=30', W=16', D=1.5' 4890 4885 4880 1+00 1+25 4905 4860 U) w LL O co EXISTING GROUND 4855 L=67.50' S=0.67% 30" RCP CUTOFF WALL INV: 4865.10 4875 4870 APPROXIMATE LOCATION OF C7 EX GAS - DEPTH IS NOT KNOWN TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 4865 4860 4855 0+00 CULVERT 38B 1+00 1+25 4905 4900 4900 PELICAN LAKE DRIVE EXISTING M w GROUND I PROPOSED GROUND 4895 LL V O 4895 Z co - u 4890 4890 - RCP L=169.72' - - - — 4885 S-2.73% —__ --- 4885 36" CUTOFF WALL 4880 "L" 4880 TYPE RIPRAP D50=9", Lp=30', W=16', D=1.5' El Cto W H W Q O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 U cn Z Z LjLi O oqNa J Oi Z Z 0g '5.< Z W J' WELD COUNTY, COLORADO PL TAJ CHK1 DATE 1/28/2025 SHEET NUMBER 0+00 1+00 1+25 0+00 1+00 2+00 2+50 0+00 1+00 2+00 2+50 CLV2 129 141 CULVERT NOTES: 1. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 39A 4925 4925 4920 4915 w w V N 0 SORA WAY PROPOSED GROUND 4910 4905 EXISTING GROUND 4900 L=64.73' S=1.08% 24" RCP w w N INV: 4910.40 4920 4915 4910 CUTOFF WALL 4905 TYPE "L" RIPRAP D50=9", Lp=25', W=11', D=1.5' 4900 0+00 CULVERT El 4850 1+00 1+15 4850 4845 EGRET ROAD PROPOSED GROUND I 4845 4840 co M co N- co w w co Z G 4840 � — 4835 L=50.25' EXISTING S=0.85% 4835 4830 GROUND 18" RCP CUTOFF WALL TYPE "VL" RIPRAP 4830 4825 D50=6", Lp=6', W=3', D=1' 4825 0+00 CULVERT E5 4855 1+00 1+15 4855 4850 EGRET ROAD 4850 v PROPOSED GROUND Nr cn 4845 cn INV: 4843 4845 Z w w — — — — — 4840 — J 4840 L=51.83' S-0.99% 15" RCP 4835 CUTOFF WALL 4835 TYPE "VL" Lp=6', RIPRAP W=4', D-1' D50=6", 4830 GROUND 4830 EXISTING 0+00 1+00 1+15 CULVERT 39B 4925 4925 4920 WAY 4920 SORA PROPOSED w GROUND 7r 4915 u_ I > 4915 v N Z INV: 4910.52 cn 4910 4910 ---- 4905 EXISTING GROUND L=51.63' 4905 S=1.12% 24" RCP je CUTOFF WALL 4900 4900 TYPE Lp=25', W=11', "L" RIPRAP D=1.5' D50=9", 0+00 CULVERT E2 4855 1+00 1+15 4855 4850 BLUE HERON STREET PROPOSED GROUND 4850 4845 ( I N- O M LPL z w 4845 4840 w - 4840 4835 L=51.86' EXISTING S-0'82% GROUND 15" RCP 7, CUTOFF WALL 4835 4830 "VL" TYPE RIPRAP - D50=6", Lp=4', W=3', D-1' 4830 0+00 CULVERT E6 4835 1+00 1+15 4835 4830 N c6 N z STREET GROUND 4830 I - BLUE HERON c PROPOSED I ZES N 4825 op V u) I 4825 w l 1 => N - - - 4820 4820 EXISTING GROUND L=64.18' S=0.93% 24" RCP 4815 4815 CUTOFF WALL RIPRAP - TYPE "VL" 4810 D50=6", Lp=11', W=5', D=1' 4810 0+00 1+00 1+15 CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) 4915 4910 4905 CO w w N CULVERT 40A 4900 EXISTING 4895 GROUND 4915 BUNTING WAY PROPOSED GROUND L=67.62' S=1.70% 24" RCP CUTOFF WALL TYPE "L" RIPRAP D50=9", Lp=25', W=11', D=1.5' w w 4890 4910 4905 4900 4895 4890 0+00 CULVERT E3 4845 1+00 1+18 4845 4840 4835 4830 co w w N 4825 BLUE HERON STREET PROPOSED GROUND 4840 INV: 4831.3 w w N EXISTING GROUND 4820 L=63.17' S-0.97% 24" RCP CUTOFF WALL O M co Z 4835 CULVERT 40B 4915 4915 4910 BUNTING WAY 4910 co PROPOSED GROUND w v 4905 w N rn 4905 Z O CO -- w V w N z 4900 4900 EXISTING GROUND L=57.33' S-1.81% 4895 24" RCP 4895 CUTOFF WALL 4890 TYPE "L" RIPRAP D50=9", Lp=25', W=11', D=1.5' 4890 0+00 CULVERT E4 4855 1+00 1+15 4855 4850 4845 4830 4840 4825 TYPE "L" RIPRAP D50=9", Lp=13', W=6', D=1.5' 4835 w w EXISTING L=48.02' GROUND S=0.86% 15" RCP CUTOFF WALL EGRET ROAD PROPOSED GROUND w w O co Z 4820 4830 0+00 1+00 1+15 TYPE "VL" RIPRAP D50=6", Lp=4', W=3', D=1' 4850 4845 4840 4835 4830 0+00 1+00 1+15 f a„ Cto W H W Q O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. aaaaaaa WELD COUNTY, COLORADO PL TAJ CHKC DATE 1/28/2025 SHEET NUMBER CLV3 130 141 OH DC •o INSTALL 30 MPH SPEED SIGN R2-1 INSTALL STOP (R1-1) & STREET SIGN � W INSTALL STOP (R1-1) & STREET SIGN SEE SEPARATE PLAN SET FOR COUNTY ROAD 32 AND COUNTY ROAD 39 IMPROVEMENTS OI INSTALL STOP SIGN R1-1 201 202 203 204 205 206 207 W 208 cc in Z m re 30 ii 29 218 219 220 221 222 226 225 223 224 INSTALL STOP SIGN R1-1 227 228 a 229 p 230 O Z In 231 TRACT C INSTALL NO OUTLET SIGN W14-2 232 233 237 236 INSTALL STOP (R1-1) & STREET SIGN 238 234 31 28 27 209 210 INSTALL 30 MPH SPEED SIGN R2-1 TRACT Q TRACT B 26 25 24 INSTALL 30 - MPH SPEED SIGN R2-1 - 22 INSTALL STOP (R1-1) & STREET SIGN 20 INSTALL 30 MPH SPEED SIGN R2-1 19 18 / 17 16 15 14 13 12 11 INSTALL NO OUTLET SIGN W14-2 INSTALL 30 MPH SPEED SIGN R2-1 8 7 6 TRACT U 211 33 / FILING NO. 1 FALCON WAY 239 TRACT K INSTALL NO OUTLET SIGN W14-2 252 251 250 240 249 248 247 241 INSTALL STOP SIGN R1-1 INSTALL STOP (R1-1) & STREET SIGN 242 INSTALL STOP (R1-1) & STREET SIGN 246 212 INSTALL NO OUTLET SIGN W14-2 TRACT E 180 INSTALL STOP SIGN R1-1 INSTALL 30 MPH SPEED SIGN R2-1 36 37 38 39 52 178 179 182 183 70 69 213 174 INSTALL NO OUTLET SIGN W14-2 175 INSTALL STOP (R1-1) & STREET SIGN 1/d 214 215 INSTALL STOP SIGN R1-1 216 MORNING DOVE LANE TRACT L 177 MEADOWLARK PLACE 68 49 INSTALL STOP (R1-1) & STREET SIGN 45 INSTALL 30 MPH SPEED SIGN R2-1 5 II INSTALL NO OUTLET SIGN W14-2 INSTALL STOP (R1-1) & STREET SIGN INSTALL 30 MPH SPEED SIGN R2-1 3 4 67 54 48 - INSTALL 30 MPH SPEED SIGN R2-1 47 55 INSTALL STOP SIGN R1-1 BUNTING WAY INSTALL STOP (R1-1) & STREET SIGN 74 173 r INSTALL STOP SIGN R1-1 170 172 WARBLER W AY 75 73 INSTALL NO OUTLET SIGN W14-2 71 66 56 72 INSTALL STOP SIGN R1-1 65 TRACT F 187 76 166 INSTALL 30 MPH SPEED SIGN R2-1 164 q 188 INSTALL 30 MPH SPEED SIGN R2-1 167 168 153 NUTHATCH WAY 161 INSTALL STOP 163 (R1-1)& STREET SIGN 162 SRI 189 160 TRACT T 243 4 140 INSTALL 30 MPH 4. SPEED SIGN R2-1 245 244 159 158 157 A` •Y 150 147 155 TRACT I 141 INSTALL 30 MPH SPEED SIGN R2-1 139 156 190 NIGHTHAWK WAY / 200 I INSTALL NO INSTALL STOP OUTLET SIGN W14 2 (R1-1) & 77 STREET SIGN PELICAN LAKE PLACE INSTALL 30 MPH SPEED SIGN R2-1 INSTALL NO OUTLET SIGN 57 W14-2 TRACT A INSTALL STOP (R1-1) & STREET SIGN FAIRBANKS DRIVE 102 PELICAN LAKE DRIVE TRACT G INSTALL 30 MPH SPEED SIGN R2-1 101 INSTALL 30 MPH SPEED SIGN R2-1 100 103 191 INSTALL NO OUTLET SIGN W14-2 197 193 E II INSTALL STOP (R1-1) & STREET SIGN 195 MEADOWLARK LANE 96 142 143 TRACT J 134 133 INSTALL STOP (R1-1) & STREET SIGN 131 // 127 144 LEDYARD ROAD SOUTH 138 137 u INSTALL 30 MPH SPEED SIGN R2-1 136 INSTALL 30 MPH SPEED SIGN R2-1 135 INSTALL STOP (R1-1) & STREET SIGN INSTALL 30 MPH SPEED 130 SIGN R2-1 INSTALL STOP 128 (R1-1) & STREET SIGN INSTALL STOP SIGN R1-1 KING FISHER WAY 97 98 INSTALL 30 / \ MPH SPEED SIGN R2-1 INSTALL STOP (R1-1) & STREET SIGN 93 INSTALL NO - OUTLET SIGN "- W14-2 TRACT H INSTALL STOP (R1-1) & STREET SIGN X 104 87 105 106 126 125 INSTALL 30 123 MPH SPEED SIGN R2-1 INSTALL NO 124 -MEADOWLARK WAY OUTLET SIGN W14-2 120 122 121 114 INSTALL 30 MPH SPEED SIGN R2-1 113 112 111 116 110 109 107 108 119 118 X-_ X 117 CHICKADEE WAY UI COUNTY ROAD 32 SEE SEPARATE PLAN SET FOR COUNTY ROAD 32 AND COUNTY ROAD 39 IMPROVEMENTS INSTALL STOP (R1-1) & STREET SIGN 253 INSTALL STOP (R1-1) & 0\ STREET SIGN 254 77 276 BEEBEpRA W FW R_ 255 256 M$ PARKWAY 257 INSTALL 30 MPH SPEED SIGN R2-1 278/ / 279 +O 275 TRACT M 280 TRACT P INSTALL STOP (R1-1) & STREET SIGN INSTALL 30 MPH SPEED SIGN R2-1 INSTALL 30 MPH SPEED SIGN R2-1 270 KESTREL PLACE N 269 273 INSTALL NO OUTLET SIGN W14-2 271 267 TRACT N 0 268 258 259 I INSTALL 30 MPH SPEED SIGN R2-1 I INSTALL STOP SIGN R1-1 262 Z re 263 W W 264 "- INSTALL STOP SIGN R1-1 INSTALL 30 O MPH SPEED F SIGN R2-1 CIH INSTALL STOP (R1-1) & STREET SIGN TRACT S TRACT R 266 f- INSTALL STOP SIGN R1-1 EAST AREA W OH 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. 4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO O Z U) H z zz�W 0 � V UQog Roz. zw_ow ELD COUNTY, COLORADO 0 400' 800' mmi \\\\\\\\\P IDIIOI IIII/11//O L/ 37660 %/SS -�G�?\\\ PROJ NO: PL F ( TAJ CHKD: 1/28/2025 SHEET NUMBER SP1 1" = 400' (HORIZONTAL) 131 OF 141 EROSION CONTROL NOTES 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH -DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED O THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: 7.1. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 7.2. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 7.3. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. COUNTY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERTY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 15.1. BELOW ALL GUTTER DOWNSPOUTS. 15.2. OUT TO DRAINAGE SWALES. 15.3. ALONG LOT PERIMETER. 15.4. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCITON MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. MATERIAL HANDLING AND SPILL PREVENTION THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL HANDLING, SPILL PREVENTION SPILL CLEANUP. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES WHEN A SPILL OCCURS. THE FOLLOWING ARE RECOMMENDED GUIDELINES FOR THE CONTRACTOR AND SHALL NOT REPLACE GOVERNMENTAL REGULATIONS: CONCRETE WASHOUT STRUCTURE: CONCRETE WASHOUT STRUCTURES ARE USED TO CONTAIN CONCRETE AND LIQUIDS WHEN THE CHUTES CONCRETE MIXERS AND HOPPERS OF CONCRETE PUMPS ARE RINSED OUT AFTER DELIVERY. THE WASHOUT FACILITIES CAN BE CONSTRUCTED READY-MADE. ALL WASHOUT FACILITIES CONSOLIDATE SOLIDS FOR EASIER DISPOSAL AND PREVENT RUNOFF OF LIQUIDS. THE WASH ALKALINE AND CONTAINS HIGH LEVELS OF CHROMIUM, WHICH CAN LEACH INTO THE GROUND AND CONTAMINATE GROUNDWATER. IT CAN MIGRATE TO A STORM DRAIN, WHICH CAN INCREASE THE PH OF NEARBY WATERWAYS AND HARM AQUATIC LIFE. • THE CONTRACTOR SHALL DESIGNATE A CONCRETE WASHOUT AREA AND SHALL INSTALL THE WASHOUT A MINIMUM OF 100 FEET UPSTREAM FROM A STORM DRAIN, STREAM, POND OR WATERWAY. • THE FACILITIES SHALL BE CLEANED OUT ONCE THEY ARE 2/3 FULL OR NEW FACILITIES BE CONSTRUCTED TO PROVIDE ADDITIONAL • ADDING SOLVENTS, FLOCCULENT, OR ACID TO WASHWATER IS PROHIBITED. • PERMANENT DISPOSAL OF CONCRETE WASHOUT WASTE ON THE CONSTRUCTION SITE IS PROHIBITED. DISPOSAL OF WASTE SHALL LEGAL MANOR. CONSTRUCTION SITE LIQUID AND SOLID WASTE MANAGEMENT: BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES, INCLUDING SANITARY WASTES, MUST BE PROPERLY MANAGED AND DISPOSED OF TO REDUCE THE RISK OF POLLUTION. PRACTICES SUCH AS TRASH RECYCLING, PROPER SANITARY FACILITY MAINTENANCE, AND SPILL PREVENTION AND CLEANUP MEASURES CAN REDUCE THE POTENTIAL STORMWATER RUNOFF TO MOBILIZE CONSTRUCTION SITE WASTES AND CONTAMINATE SURFACE OR GROUND WATER. • THE CONTRACTOR SHALL DESIGNATE ONE AREA FOR CONSTRUCTION VEHICLE REFUELING THAT IS AT LEAST 100 FEET AWAY FROM DRAIN, STREAM, POND OR WATERWAY. • TEMPORARY SANITARY FACILITIES SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM DRAINAGEWAYS, STORM DRAINS, RECEIVING AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE TO FLOODING. WASTEWATER GENERATED FROM SANITARY FACILITIES SHALL ALLOWED TO FLOW INTO STORM SEWERS AND DRAINAGEWAYS. ONLY LICENSED HAULERS SHALL BE AUTHORIZED TO DISPOSE OF FACILITIES SHALL BE SECURED TO PREVENT OVERTURNING IN AREAS SUSCEPTIBLE TO STRONG WINDS. • CONSTRUCTION WASTE SHALL BE SEGREGATED PROPERLY INTO VARIOUS CATEGORIES SUCH AS HAZARDOUS MATERIALS, TOXIC NON -HAZARDOUS MATERIALS. • CONTAINERS OF LIQUIDS SHOULD HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM DRAINAGEWAYS, STORM DRAINS WATERS, AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE TO FLOODING. CONTAINERS SHALL ALSO BE PROPERLY LABELED. SPILL PREVENTION AND CONTROL: SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN (SPCC) SHALL CLEARLY STATE MEASURES STOP THE SOURCE OF A SPILL, CONTAIN THE SPILL, CLEAN UP THE SPILL, DISPOSE OF CONTAMINATED MATERIALS, AND TRAIN PERSONNEL PREVENT AND CONTROL FUTURE SPILLS. SPCCS ARE APPLICABLE TO CONSTRUCTION SITES WHERE HAZARDOUS WASTE ARE STORED HAZARDOUS WASTE INCLUDES PESTICIDES, PAINTS, CLEANERS, PETROLEUM PRODUCTS, FERTILIZERS, AND SOLVENTS. • THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN IN CONFORMANCE STATE AND FEDERAL REGULATIONS. • SPILLS SHALL BE CONTAINED AND CLEANED UP AS SOON AS POSSIBLE. • RESIDUALS LEFT OVER FROM THE CLEAN UP ACTIVITY, SUCH AS ABSORBENT PADS OR CONTAINERS OF SPILL MATERIAL, SHALL BE PROPERLY. • PROPER SPILL AND ILLICIT DISCHARGE REPORTING PROCEDURES INCLUDING CALLING THE APPROPRIATE STATE AGENCIES SHALL FOLLOWED FOR BOTH HAZARDOUS AND NON -HAZARDOUS MATERIALS. • SPILLS SHALL NOT BE WASHED DOWN INTO THE STORM DRAIN OR BURIED ANYWHERE. THE CONTRACTOR SHALL REFER TO THE STATE AND FEDERAL SPILL GUIDANCE MANUAL (SGM) FOR ADDITIONAL REQUIREMENTS. Sediment Control Log (SCL) SC -2 SC -2 Sediment Control Log (SCL) SEDIMENT CONTROL LOG INSTALLATION NOTES -SCL-SCL-SCL- 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND-DISTJRBING ACTIVITIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY YS OF THE DIAMETER OF THE LOG. A IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT ARE 8 LB/FT DO NOT NEED TO BE TRENCHED. 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACK FILLED WITH SOIL OR FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN PLACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST LOGS SHOULD BE STAKED 10' ON CENTER. SEDIMENT CONTROL LOG MAINTENANCE NOTES FLOW ��l�'� TRENCHED G�� l•�✓I.4 3 • 4' MA • CENTER (TYP. �0FDSCL (TYP . ♦+l •K ` /`�Q, A� • Ij�� SEDIMENT S 1Yi" x %" x 18" (MIN) WOODEN STAKE 9" DIAMETER (MIN) SEDIMENT CONTROL LOG 6 ' NOTES: DIAM. phA��?j��`JJ�� 1.LARGER DIAMETER y SC y� • <� BOG II SEDIMENT CONTROL \ K J LOGS MAY NEED TO �Q,/ / BE EMBEDDED DEEPER. �/��/ 'I ` 2.PLACE LOG AGAINST / ; / / . SIDEWALK OR BACK CF CURB WHEN ADJACENT TO THESE FEATURES. CONTROL LOG COMPACTED EXCAVATED 3., TRENCH SOIL - CENTER STAKE IN CONTROL LOG 9" DIAMETER (MIN) FLOW -� _f� SEDIMENT CONTROL LOG r Js DIAM. SCL (TYP.) f 'r 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EEFFECTIVEOPERATINGCONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE C DTHOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD RE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE AMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY )' OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM TOWN OF PARKER. COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO. AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE AMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 6 SECTION TRENCHED SEDIMENT CONTROL LOG O - 12" OVE=.LA, 1nlN.; (., %" x tYZ" x 18" (MIN) WOODEN STAKE I _ -- 9" DIAMETER (MIN) SEDIMENT CONTROL LOG LOG JOINTS SCL-1. TRENCHED SEDIMENT CONTROL LOG CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. November 2015 Urban Drainage and Flood Control District SCL-3 Urban Stonn Drainage Criteria Manual Volume 3 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 SC -6 Inlet Protection (IP) GENERAL INLET PROTECTION INSTALLATION NOTES P I 1. SEE PLAN VIEW FOR: —LOCATION OF INLET PROTECTION. —TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.6) 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE AMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOTES Pa '� / L FLOW D (12" MIN.) B N CULVERT t ^� END SECTION BACKFILL UPSTREAM ROCK ROCK SOCK OF WATTLE SOCK 4 CULVERT INLET PROTECTION SECTION A 1. INSPECT AMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE AMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR STRAW BALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. PLAN r 10" MIN. { r KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP - KEY IN ROCK SOCK 2" ON EARTH SECTION B CIP-1. CULVERT INLET PROTECTION CULVERT INLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CULVERT INLET PROTECTION. 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING DETAIL. CULVERT INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS 1' THE HEIGHT OF THE ROCK SOCK. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE AMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District IP-7 Urban Storm Drainage Criteria Manual Volume 3 IP-8 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 W F- O 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -41.14.14.14 J I I in Z O (/) Z z z D oZ7�Z Rc.) H Z U Q 0 ° O_ LL W WELD COUNTY, COLORADO PDI0I I I AIL/i/////// 0Z4 - 37660 �'•, 5/16/2025 PL TAJ 1/28/2025 SHEET NUMBER DT1 132 141 Concrete Washout Area (CWA) MM -1 12" TYP. >4 T UNDISTURBED OR, COMPACTED SOIL CONCRETE WASHOUT V�SIGN 44444 ' 25 MIN. CONCRETE WASHOUT AREA PLAN COMPACTED BERM AROUND THE PERIMETER 1 3' MIN. 3 I 8 X 8 MIN. I SECTION A CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2% SLOPE 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. >3 1 VEHICLE TRACKING CONTROL (SEE VTC - DETAIL ) 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) CWA MAINTENANCE NOTES 1. INSPECT BM Ps EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC -1 FLOW -y EXISTING GROUND ROTATE SECOND 1 XZ" x 1 Ji" (RECOMMENDED) WOODEN FENCE POST WITH 10' MAX SPACING SILT FENCE GEOTEXTILE COMPACTED BACKFILL 6" MIN AT LEAST 10" OF SILT FENCE "TAIL" SHALL BE BURIED POSTS SHALL BE JO NED AS SHOWN, THEN ROTATED 180 DEG. IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND 4" MIN V 36"-48" TYP. 18" MIN SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED, TYP SECTION A SF -1. SILT FENCE November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF -3 SC -1 Silt Fence (SF) SILT FENCE INSTALLATION NOTES 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONDING AND DEPOSITION. 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE. 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J -HOOK." THE "J -HOOK" EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING, OR COLLAPSE. 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL 8E COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA. NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SF -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 SIDEWALK OR OTHER PAVED SURFACE PUBLIC ROADWAY INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT 50 FOOT (MIN.) 20 FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) 9" (MIN.) UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE CDOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK NON -WOVEN GEOTEXTILE FABRIC BETWEEN SOIL AND ROCK UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK r 9" (MIN.) T NON -WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE SECTION A VTC-1. AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VTC-3 SM-4 Vehicle Tracking Control (VTC) STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRM). 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5. A NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1. INSPECT BM Ps EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM CITY OF BROOMFIELD. COLORADO. NOT AVAILABLE IN AUTOCAD) VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stabilized Staging Area (SSA) SM-6 CONSTRUCTION SITE ACCESS STABILIZED CONSTRUCTION ENTRANCE (SEE DETAILS VTC-1 TO VTC-3) SF/CF SF/CF ONSITE COIVSTRUCTJON • VEHICLE PARKING (IF • NEEDED), CONSTRUCTION TRAILERS 3" MIN. THICKNESS GRANULAR MATERIAL SILT FENCE OR CONSTRUCTION FENCING AS NEEDED EXISTING ROADWAY SSA -1. STABILIZED STAGING AREA STABILIZED STAGING AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR - LOCATION OF STAGING AREA(S). - CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION. 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR MATERIAL. 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT FENCE AND CONSTRUCTION FENCING. STABILIZED STAGING AREA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SSA -3 SM-6 Stabilized Staging Area (SSA) STABILIZED STAGING AREA MAINTENANCE NOTES 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. NOTE: MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) SSA -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 W F- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. - aaaaaaa to I- I U Ca Z O (/)re Z z w z o < O ZOZz U � Q 0 RoL =zO ° O_ LL W WELD COUNTY, COLORADO PROJ NO: PL PNIr TAJ CHKD: 1/28/2025 SHEET NUMBER DT2 133 141 12"(30cm) CHANNEL INSTALLATION DETAIL 1. control products Prepare soil before (RECPs), installing incrolludingled ro alny necessary application of lime, fertilizer, and seed. 2. Begin at the top of the channel by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12"(30cm) of RECPs extended beyond the up -slope portion of the trench. Use ShoreMax mat at the channel/culvert outlet as supplemental scour protection as needed. Anchor the RECPs with a row of staples/stakes approximately 12"(30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12" apart across the width of the RECPs. 3. Roll center RECPs in direction of water flow in bottom of channel. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. Place consecutive RECPs end -over -end (Shingle style) with a 4"-6" overlap. Use a g ) p double row of staples staggered 4" apart and 4" on center to secure RECPs. 5. 5. Full length edge of RECPs at top of side slopes must be anchored with a row of staples/stakes approximately 12"(30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. 6. Adjacent RECPs must be overlapped approximately 2"-5" (5-12.5cm) (Depending on RECPs type) and stapled. 7. checkIhigh flow e applications to a staple slot is recommended at 30 to 40 foot (9 (9 -12m) intervals. Use a double row of staples staggered 4"(10cm) apart and 4"(10cm) on center over entire width of the channel. 8. The terminal end of the RECPs must be anchored with a row of staples/stakes approximately 12" (30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. _ _ 4"(loom) - - �I ...:............,.. _ :.. •• %� ,•ter ►•:; _: , 6" _ 1 I=1 I •...; ..: — I = III I III .: .:, �� \ \� : :. _ 6" ► (15cm) I I —III III=III I I _ � ; \\\ ; ,III— (15cm) 4"(10cm) 1 1 I :: I1 I 1 �:� : ::;III= II I ==1=III- ► 5 2 I 7_7/ - 6„ - (15cm) - " """ " 2"-5" (5-12.5cm) " "" " .,, ) " "" " """""" �" " ".� > " 4"-6"" > " " " � > > > \� " " (10-15cm) . ` " �\. 3 " 1 I I _ — — III -1 r•"- �'� r"^ ,..-^ 111 " " �� ,��.�� „�'•�� " ""I` " " , " " " " - =1 I I=1 I III III1 —III=11=11— _ " " "" - y�, "" " \ " " " " " .\\,,..\ \/\ " " 4 ",��`; " " " h " " \" " - - " """ ?ii =, ", ""'�� " \\\"" " �\ " _\�\ " r---, "- " " "" " "" '"" " " " "" \"% , " "" '� " "y�, 1 \%\� " " " "" "" "" "" " " . r!�� " n . �� —iiI-1 =III— ��\\� - " I Ilr -1 _ ..;:•.:;.,:; ...., �.:; -II I _ i11 I — I —III I I=I I i-_ -i I IEI I I �► - — — 6„ -III-I "•�� ..-III _ _ III .. _ — —�-1 MJ — —III—� . c EI I I r I=1 � — — —iii — 15cm ( ) —III 1 11 .�' III —I! I —I II —III— ! !!— I III — — _ — I —I — I — I —I — =� III— r _ _ _�_ ,_ f ,,/j� III I I I I III I I — — 8 —III —III -III — CRITICAL POINTS A. Overlaps and Seams NOTES: B. Projected Water Line *Horizontal staple spacing should C. Channel Bottom/Side Slope Vertices necessary to allow staples to A A points along the channel surface. B B be altered if secure the critical I I C/ I **In loose soil conditions, the use of staple or stake C / lengths greater than 6"(15cm) may properly secure the RECPs. be necessary to Drawing Not To Scale NORTH AMERICAN GREEN` 5401 St. Wendel Cynthiana Rd. PH: 800-722-2040 Disclaimer: The information presented herein is general design information only. For specific applications, independent professional for further design guidance. consult an - Poseyville, IN 47633 www.nagreen.com I Drawn on: 5-4-17 15' MIN VARIES MIRAFI FW300 FABRIC UNDER RIPRAP TYPICAL POND RUNDOWN PROFILE GRADE BREAK POINT RIPRAP - RE PLANS, SECTIONS AND DETAILS BOTTOM OF POND 30' MIN 0.0% �c o�c o�v�oDvoUc %//i 2"-5" (5-12.5cm) 1 4' (1.2m) 1 2"_5" (5-12.5cm) 1 6' (1.8m) 1 A C 1.7 Staples per SQ.YD. 3' (0.9m) • 3.3' (1m) • • 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 6' (1.8m) 1 B • 1.6' (0.5m) 3' (0.9m) 1 • 3.3' (1m) • 3.3' (lm) • • 0.7 Staples per SQ.YD. 1.15 Staples per SQ.YD. 1.6' (0.5m) 2"-5" (5-12.5cm) 4' (1.2m) 1 1 D 1 u u 2' O (0)) 0 0 20"(0.5m) O 0 0 0 3.3' O 0 (0 0 O 0 0 O 0 0 2"-5" (5-12.5cm) 4' (1.2m) 1 2"-5" (5-12.5cm) E 0 Q 0 0 2 O 1(00) 0 0 20"(0.5m) 00 0 0 0 10"(25cm) O 0 0 0 3.3' 0 0 0(1m)0 O 0 0 3.4 Staples per SQ.YD. 3.75 Staples per SQ.YD. 2"-5" (5-12.5cm) 10" (25cm) NORTH AMERICAN GREEN 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. IDrawn on: 5-4-17 STAPLE PATTERN GUIDE • 4:1 Slopes (A) • 3:1 Slopes (B) 2:1 Slopes (C) O 1:1 & Steeper Slopes (D) O Medium/High Flow Channel (D) O High Flow Channel And Shoreline (E) NOTES: * Use ECMDS for more accurate staple pattern selection. Drawing Not To Scale W Q 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 en J Q I I in j O ( 0C z �w z aNO •V ozzz Z U Q 0 RUgt) °w=lig O_U_ W WELD COUNTY, COLORADO PRO._ PL ENG : TAJ CHKE DATE 1/28/2025 SHEET NUMBER DT3 134 141 i PLAN C �I DIA. L PIPE I.D. MANSIONS A CIL I E IN. 18 10 48 78 36 24 10 48 78 48 30 14 36 96 60 36 18 36 96 72 42 24 36 96 78 48 28 24 96 84 54 30 36 96 90 60 36 36 96 96 72 34 20 96 108 REINFORCED CONCRETE CIRCULAR PIPE r X SECTION X -X END VIEW LAX END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD M-603-10. REFER TO LATEST M&S STANDARDS. REFER TO M-603-10 FOR ELLIPTICAL PIPES. D OR 2' MIN 3 MIN' TOEWALL NTS NOTE: TOEWALL SHALL BE 4,500 PSI CLASS D CONCRETE WITH 8 -INCH THICKNESS. TOEWALL REINFORCEMENT SHALL BE DESIGNED BY THE ENGINEER OR CONTRACTOR FOR APPROVAL BY THE COUNTY. D OR 2' MIN A EXTEND RIPRAP TO HEIGHT OF PIPE OR BOX, MIN. D, OR 2' MIN RIPRAP MORE THAN 1.0' ABOVE PIPE INVERT SHALL BE INSTALLED 6" BELOW FINISHED GRADE AND BURIED WITH TOPSOIL FINISHED GRADE PLAN NTS END TREATMENT MAY CONSIST OF RCP END SECTION (WITH TOEWALL) OR HEADWALL TOEWALL 8" THICKNESS 3' MINIMUM DEPTH GEOTEXTILE EROSION CONTROL. MIRAFI 300 OR EQUAL 2Dw MIN PROFILE NTS 05 00 00 05 SOIL RIPRAP OR VOID —FILLED RIPRAP Know what's below. Call before you dig. Computer File Information Creation Date: 12/14/2020 Last Modified Date: Full Path: Drawing File Name: AutoCAD Version: 2018 Scale: AS NOTED Units: English Index of Revisions Date: Comments: Initials: WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: RIPRAP APRON DETAIL Project No /Code Revised: Designer: Void: Detailer: Sheet Subset: Sheet Subset: Sheet Number of Table 1: Rinrau Gradation Riprap Designation % Smaller Than Given Size By Weight Intermediate Rock Dimension (inches) d50* (inches) 70 - 100 12 T e VL yp 50 - 70 35 - 50 9 6 6** 2-10 2 70 - 100 15 Type L 50 - 70 12 9** 35 - 50 9 2-10 3 70 - 100 21 Type M 50 - 70 35 - 50 18 12 12 ** 2-10 4 70 - 100 30 T eH yp 50-70 35 - 50 24 18 18 2- 10 6 70 - 100 41 T e VH yp 50 - 70 35 - 50 33 24 24 2-10 9 *d50 = Mean Particle Size **Mix VL, L and M riprap with 35% topsoil (by volume) and bury it with 4 to 6 inches of topsoil, all vibration compacted, and revegetate. Soil Riprap Notes: 1.) Elevation tolerances for the soil riprap shall be 0.10 feet. Thickness of soil riprap shall be no less than thickness shown and not more than two inches (2") greater than the thickness shown. 2.) Where "soil riprap" is designated on the contract drawings, riprap voids are to be filled with native soil. The riprap shall be pre -mixed with the native soil. The soil used for mixing shall be native topsoil. The soil riprap shall be installed in a manner that results in a dense, interlocked layer of riprap with riprap voids filled completely with soil. Segregation of materials shall be avoided and in no case shall be combined material consist primarily of soil; the density and interlocking nature of riprap in the mixed material shall essentially be the same as if the riprap was placed without soil. Mix proportions and riprap gradations to be provided by the Design Engineer. 3.) Where specified typically as "buried soil riprap", a surface layer of topsoil shall be placed over the soil riprap according to the thickness specified on the contract drawings. The topsoil surface layer shall be compacted to approximately 85% of maximum density and within two percentage points of optimum moisture in accordance with ASTM D698. Topsoil shall be added to any areas that settle. 4.) All soil riprap that is buried with topsoil shall be reviewed and approved by the Design Engineer prior to any topsoil placement. OUTLET REDUIREMENTS - WDCV SHALL BE RELEASED OVER 40 HOURS OUTLET WORKS SHOULD BE SI_ ED AND STRUCTURALLY DESIGNED TO RELEASE AT NO MORE THAN THE 1 -HOUR, 5 -YEAR HISTORIC RELEASE RATE IN URBANI ING AREAS AND THE 1 -HOUR, 10 -YEAR HISTORIC RELEASE RATE IN NON-URBANI ING AREAS OPENINGS IN THE SAFETY GRATE SHALL ALLOW ENOUGH FLOW TO PASS THE 5 -YEAR OR 10 -YEAR HISTORIC FLOW (DEPENDENT ON URBANI ATION CLASSIFICATION), USING A 50 CLOGGING FACTOR STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL BE GALVANI ED AND CONSTRUCTED IN ACCORDANCE WITH CDOT SECTION 712.06. CONCRETE SHALL BE CDOT CLASS D, 4500 PSI IN 28 DAYS, PER CDOT SPECIFICATION SECTION 601. REINFORCEMENT BARS SHALL BE PER CDOT SPECIFICATIONS. SPACING AND SI E TO BE DETERMINED BY CONSULTING DESIGN ENGINEER. STEPS SHALL BE PROVIDED WHEN HEIGHT IS GREATER THAN 3-6" AND SHALL CONFORM TO AASHTO M 199. OUTLET STRUCTURE SAFETY GRATE OUTLET PIPE 12" MIN. m RESTRICTOR ORIFICE PLATE WATER DUALITY PLATE A - - ,.. A' CO PLAN VIEW W -CV ORIFICE PLATE J, (HOT -DIPPED .•'I GALVANI-ED STEEL) I L . 1•rl I I I-rI I -I I I-' SECTION A -A' SAFETY GRATE WICV WSEL WCCV ORIFICE PLATE HOT -DIPPED GALVANI=ED STEEL J• W CV WSEL 100 -YEAR RESTRICTOR ORIFICE PLATE PLATE (3/8" MIN. HOT -DIPPED GALVANIGED) OUTLET PIPE 12" MIN 100 -YEAR RESTRICTOR ORIFICE PLATE PLATE (3/8" MIN. HOT -DIPPED GALVANIGED) OUTLET PIPE 12" MIN. SECTION B -B' FRONT VIEW WCCV WSEL W -CV ORIFICE PLATE EMERGENCY SPILLWAY MAXIMUM SLOPE OF 4:1 OVERTOPPING SPILLWAY WATER SURFACE 100 YEAR WSEL SAFETY GRATE EMERGENCY SPILLWAY WALL 100 -YEAR RESTRICTOR PLATE CONCRETE CUTOFF WALL EMERGENCY SPILLWAY RED UIREMENTS 100 YEAR WSEL OR HIGHER 6" MAXIMUM - FLOW OVER SPILLWAY 6" MAX 8" MINIMUM THICKNESS OUTLET PIPE MINIMUM SIDE 12" CONCRETE CUTOFF WALL \ SIDE VIEW COMPACTED EARTH 95- STANDARD PROCTOR DENSITY Know what's below. Call before you dig. BURIED OR GROUTED RIPRAP (DEPTH D2 x D5o) PLACED TO TOE OF SLOPE GEOTEXTILE FABRIC MIRAFI FW 300 OR APPROVED E -UAL LOW TAILWATER BASIN IF VELOCITY EXCEEDS 2 FPS \\n\�\\�\ HEADWALL AT END OF PIPE \, EACH DETENTION POND SHALL CONTAIN AN EMERGENCY SPILLWAY CAPABLE OF CONVEYING THE PEAK 100 -YEAR STORM AT A DEPTH OF SIX (6) INCHES OR LESS. BURIED OR GROUTED RIPRAP SHALL BE PLACED FORM THE EMERGENCY SPILLWAY DOWNHILL TO THE EMBANKMENT TOE OF SLOPE AND COVERED WITH SIX (6) INCHES OF TOPSOIL, IF BURIED. THE RIPRAP MUST BE SIDED AT THE TIME OF FINAL ENGINEERING DESIGN. GROUTING OF THE RIPRAP MAY BE RE-UIRED. IN ORDER TO PREVENT DAMAGE TO PUBLICLY -OWNED INFRASTRUCTURE (ROADS, ROADSIDE DITCHES), A CONCRETE CUTOFF WALL EIGHT (8) INCHES THICK, THREE (3) FEET DEEP, AND EXTENDING A MINIMUM OF FIVE (5) FEET INTO THE EMBANKMENT ON EACH SIDE OF THE SPILLWAY OPENING IS RE_:UIRED ON ALL DETENTION PONDS. THE EMERGENCY SPILLWAY ELEVATION MUST BE TIED BACK INTO THE TOP OF THE EMBANKMENT USING A MAXIMUM SLOPE OF 4:1. - CONCRETE SHALL BE CDOT CLASS D, 4500 PSI IN 28 DAYS, PER CDOT SPECIFICATION SECTION 601. Computer File Information Creation Date: Last Modified Date. 11/12/2020 Full Path: Drawing File Name: AutoCAD Version: 2018 Scale: AS NOTED Units: English Index of Revisions Date Comments. Initials_ WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: OUTLET AND SPILLWAY DETAILS Project No /Code Revised: Designer: Void: Detailer: Sheet Subset Sheet Subset. Sheet Number of w I- Q 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. -4444444 „, ff_) g wW W o� 'W ZOw (2Z Z4 RoOZ IIIIIIII� Z J WELD COUNTY, COLORADO PL TAJ CHM. DATE 1/28/2025 SHEET NUMBER DT4 135 141 24" DIA. MANHOLE 2-501 IN TOP SLAB (TYP.) 3-1103 x 5'-0" 0 3" PIPE GENERAL NOTES ♦ FINAL RING AND COVER 1. SINCE ALL PIPE ENTRIES INTO THE BASE ARE VARIABLE, THE GRADE I -_- DIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMENSIONS AND 503 0 12"—� s I I 5-402 0 12" /y/;% — ;%/;%/;. Ira O 4-1101 QUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE AS z OfI \ 1 I I REQUIRED IN THE WORK. CONCRETE ECCENTRIC CONE J ! O,o yl I 9-401 2. THE PRECAST FLAT TOP MAY BE USED ON ANY MANHOLE. THE OR GROUT 9 2 0 I 9 F yfy I I SPACE EVENL "H" (1' 2" z 40 (TYP.) ECCENTRIC CONE MAY BE USED WHEN THE MANHOLE HEIGHT (TYP.)MIN.)r s� C I IS AT LEAST 8 FT. FLEXIBLE o 4-1102 x 2'-8" LONG 46 1 3-502 • 3. THE MANHOLE RING FRAME SHALL BE SET IN A BED OF GROUT. ~ 48" MIN. JOINT SEAL a q I 16" MAX. 2 Z o (PLACE DIAGONALLY J 16" t W + 1.0.12 THE FRAME SHALL BE SURROUNDED WITH A CEMENT GROUT IN `1 SHALL CONFORM ! o o AROUND OPENING)UNPAVED AREA, OR A CONCRETE COLLAR IN PAVED AREA SEE (UNIFORM SPACING BETWEEN STEPS) "'i TO AASHTD M 198 z w •• (TYP.) } o N 4 1' 0" `` = TOP SLAB PLAN DR TO WITHIN 3" OF CYLINDRICAL OPENING �- 5'-4" DETAILS ON SHEETS 2 AND 3. y�. „,_5,, coo 0 SLAB a wo - 4. DESIGN OF BOX BASE IS BASED ON STRAIGHT RUNS OF PIPE OR CHANGE IN DIRECTION OF LESS THAN 45°. SPECIAL DESIGN H 1 1 L 5-402 0 12" IS REQUIRED FOR 45° OR GREATER. I 2-501 IN TOP SLAB (TYP.) ' ` 5. PRECAST MANHOLES AND REINFORCEMENT SHALL CONFORM TO PIPE _ _ _ _ - , 3 - 502 x 5'-O" 4' AASHTO M 199 (ASTM C 478). W -�sa 503 0 12" � I 504 0 12" (TYP.) MANHOLES (TYP) . i CLASS B CONCRETE 0 503 0 i� (PLACE 6. CAST -IN -PLACE SHALL BE CLASS B CONCRETE. TO WITHIN 0 ~ 12"� �� 1/2" 7. STEPS SHALL BE REQUIRED WHEN THE MANHOLE DEPTH EXCEEDS • , LD. . O H SLOPS ID/4 � �' 3-1103 x 5'-0" 0 3" OPENING) 3" OF CYLINDRICAL 3 FT. -6 IN. AND SHALL CONFORM TO AASHTO M 199. PLAN B. ALL REINFORCING STEEL SHALL BE GRADE 60 AND EPDXY COATED. • 1'-6" -}- N 9-401 SPACE EVENLY 4-1101 x 21" + 2W + I.D. VERTICAL STEEL SHALL BE PLACED AT CENTERLINE OF WALL. ALL 4:1 SLOPE •' -,.---► • (TYP.) co w SPACE 0 3" (OVER CYLINDRICAL OPENING) BARS SHALL HAVE A 2 IN. MINIMUM CLEARANCE. 9. ALL PIPE ENTRIES INTO THE BASE OF MANHOLE SHALL BE '' •:/ CONNECTED BY OPEN CHANNELIZATION ADJUSTED FOR PIPE SIZE, W+12" 1 CLASS B 1 CONCRETE 3" 4:1 SLOPE `� 501 & 502 SHAPE, SLOPE, AND DIRECTION OF FLOW. DETAILS SHOWN ARE . ' TYPICAL FOR INSTALLATIONS WITH ALL INVERTS OF SAME RELATIVE ELEVATION. FOR EXCESSIVE ELEVATION DIFFERENCE BETWEEN 28" ) 2W I.D. 6" MIN. DEPTH GRANULAR 503 SDl 0 5" CC. 503 INVERTS, SPECIAL BASE/CHANNEL DETAILS WILL BE SHOWN ON (VARIES 7'-2" TO 11I-10") BEDDING MATERIAL 9' THE PLANS. 10. FLOW CHANNELS AND INVERTS SHALL BE FORMED BY SHAPING SECTION A SECTION A 9-401 MAHHOLE H O L E BOX BASE WITH CLASS B CONCRETE OR APPROVED GROUT. 9-401 11. STUB -OUTS SHALL EXTEND 2 FT. MINIMUM BEYOND OUTSIDE WALL SURFACE OF MANHOLE AND BE SATISFACTORILY PLUGGED. MARK SIZE TYPE BARS ID FORMULAS 502 0 5" CC. #/AFT 54" 60" 66" 72" 1 84" g6" 5'-4" 12. THE SLOPE OF THE MANHOLE COVER SHALL MATCH THE ROADWAY PROFILE AND CROSS SLOPE. "NO. REQ'D. 18 18 18 18 18 18 401 401 4 I 0.668 LENGTH V-1" 8'-8" 9'-3" 9'-10" 11'-0" 12'-2" BAR LENGTH = 32" + 2W + I.D. WHEN FINAL GRADE IS PAVEMENT SURFACE, RECESS MANHOLE WEIGHT * 97.2 104.2 111.2 118.2 132.3 146.3 • RING AND COVER 1/4" MIN. TO I/2" MAX. 402 4 0.668 (NO. REQ'D. 5 5 5 5 7'-2" 5 5 402 III LENGTH 5'-5" 6'-0" 6'-7" 8'-4" 9'-6" BAR LENGTH = I.D.+ 2W WEIGHT* 18.1 20.0 22.0 23.9 27.8 31.7 NO. REQ'D. 17 17 17 17 17 17 501 SECTION A -A REFERENCE: 501 5 I 1.043 LENGTH WEIGHT * 7'-5" 131.5 8'-0" 141.8 8'-7" 152.2 9'-2" 162.5 10'-4" 183.2 1P-6" 203.9 BAR LENGTH = 24" + I.D. + 2W COLORADO DEPARTMENT OF TRANSPORTATION STANDARD (STEEL IN BOTTOM OF BASE) M-604-20 (SHEET 1 OF 3) REFER TO THE LATEST M & S STANDARDS. 502 5 I 1.043 O. REQ'D. LENGTH 22 5' 0" 23 5' 0" 25 5'-0" 26 5'-0" 29 5'-O" 32 5'-O" 502 24+I.D.+2W NUMBER BARS REQ'D. = 3 + +1 ) WEIGHT 114.7 119.9 130.4 135.6 151.2 166.9 0 5" CURVED CLASS B CONCRETE DEFLECTOR I 503 5 II 1.043 (NO. REQ'D. iILENGTH 16 12'-10 16 13'-5" 18 14'-0 18 14'-7' 20 15'-9" 24 16'-11" 503 (13+I.D.+2W NUMBER BARS REQ'D. = 2 1 12" +1) TO BE USED FOR D2 REQUIRED +o WEIGHT � 214.2 223.9 262. 273.8 328.5 423.5 BAR LENGTH = 4'-9"+2(16+W+I.D./2) i�� CHANNELIZATION Z �, '' ((NNO. REQ'D. 12 14 14 16 18 20 504 i1 ' 504 5 1.043 8'-1" 8'-8" 9'-3" 9'-10" 11'-0" 12'-2" NUMBER BARS REQ'D. = 2 ( 4 +1) •2W+I.D. • •, ` • - Y I {LENGTH * 0 12" • ll WEIGHT 101.2 126.6 135.1 164.1 206.5 253.8 BAR LENGTH = 32"+2W+I.D. - - • •, '' D1 O. REQ'D. 4 4 4 4 4 4 - - tip' - i 1101 11 I 5.313 {LENGTH 7'-2" 7'-9" 8'-4" 8'-11" 10'-1" 11'-3" 1101 BAR LENGTH = 21" + I.D. + 2W / D[ �� 1!� - ' _ O\ LWEIGHT , 152.3 164.7 177.1 189.5 214.3 239.1 (NO.REQ'D. 4 4 4 4 4 4 BENDING •/ D2 MIN. \f�j 1102 11 I 5.313 {LENGTH 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 56.7 TYPE I D1 MIN. "•� l WEIGHT 56.7 56.7 56.7 56.7 56.7 2'-8 STRAIGHT 1103 11 I 5.313 O. REQ'D. LENGTH 3 5 -0' 3 5 -0 3 5 -0' 3 5'-0 3 5 -0 3 5 -0" TYPE II 1� - 4'-9" WEIGHT *' 79.7 79.7 79.7 79.7 79.7 79.7 116'4W-FI.D./2 * REINFORCING STEEL TOTAL 965.6 1,037.5 1,127.2 1,204.0 1,380.2 1,601.6 12 THROUGH PIPE SHARP ANGLE CONCRETE CUBIC YARDS TOTAL 6.0 6.6 7.3 8.0 9.5 11.1 TYPE III ►I 112: ANGLED LATERALS , ONE LATERAL 811 NOTE: QUANTITIES ARE BASED ON SAME SIZE PIPE ENTRANCE TO AND EXIT FROM, BASE AND A 4 FT. MANHOLE ENTRANCE INTO TOP SLAB OF BASE. If I.D.+2W-38"-.I % TYPICAL CHANNELIZATION DETAILS Know what's below. QUANTITIES FOR CONCRETE MANHOLE BOX BASE can before you dig. Computer File Information Index of Revisions WELD COUNTY As Constructed MANHOLES Project No./Code Creation Date: 07/31/2019 Date: Comments: Initials: No Revisions: PUBLIC WORKS DEPARTMENT 1111 H. STREET 1.11 rF — ! P.O. BOX 758 c T j GREELEY, CO. 80632-0758 .7 PHONE: (970) 356-4000 FAX: (970) 304-6497 Last Modified Date: 07/31/2019 Full Path: Revised:Designer. CDOT Drawing File Name: Detailer CDOT Void: Sheet Number of AutoCAD Version: 2018 Scale: AS NOTED Units: English 9 Sheet Subset: Sheet Subset: 1 of 3 WHEN ADJUSTMENT HEIGHT IS 3 IN. OR LESS, METAL ADJUSTMENT RINGS COMPATIBLE WITH THE EXISTING MANHOLE RING F AND COVER MAY BE USED IF APPROVED BY THE ENGINEER. HMA PAVEMENT HMA PAVEMENT CONCRETE COLLAR OR FULL DEPTH HMA PATCHING SHALL BE IN ACCORDANCE WITH SECTIONS 403 OR 412 BRICK COURSES 2 MIN., 4 MAX. OR PRECAST CONCRETE GRADE RINGS OR ADJUSTABLE METAL RINGS °.; - 12" SLOPE 1/4" MIN.- /2" MAX. F I/4" RECESS I • I e e. • y 'I 24" pS e , ' F . I \ • 2 SECTION F -F ADJUST MANHOLE 20 IN. OR LESS 12" SLOPE 1/4" MIN.- 1/2" MAX. CONCRETE COLLAR OR FULL DEPTH HMA PATCHING BRICK COURSES, 2 MIN., 4 MAX. OR PRECAST CONCRETE GRADE RINGS PRECAST RISER SECTION SECTION F -F a f 1/4" RECESS \ \ \ N. \ p\ : \5 ae GREATER THAN 20 IN. A.4 6 REFERENCE: COLORADO DEPARTMENT OF TRANSPORTATION STANDARD M-604-20 (SHEET 3 OF 3) REFER TO THE LATEST M & S STANDARDS. • MORTAR THICKNESS MAY BE NONSYMMETRICAL TO MATCH CROSS SLOPE OF ROADWAY. RESET ECCENTRIC CONE. WORK WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK MODIFY MANHOLE GREATER THAN 20 IN. T -BASE MANHOLES NOTES 1. THE T -BASE SECTION SHALL BE SHOP -FABRICATED FOR DELIVERY TO THE CONSTRUCTION SITE AS A COMPLETE UNIT. 2. THESE DETAILS SHOW ONLY THE CONCEPTUAL AND STANDARD DIMENSIONAL REQUIREMENTS FOR TYPE T -BASE MANHOLES. THE CONTRACTOR SHALL FURNISH DETAILED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. THE DETAILS SHOWN HEREIN APPLY ONLY TO 48 IN. AND GREATER DIAMETER PIPES. 3. EXCEPT FOR CLASS OF PIPE, SPECIFICATIONS FOR THE MANHOLE SHALL BE THE SAME AS THOSE REQUIRED FOR THE ADJOINING PIPE. 4. THE T -BASE SECTION SHALL MAINTAIN ITS INTERNAL SHAPE AND FLOW AREA. GROUTING OR FILLING SHALL BE APPLIED SO AS TO NOT DISTURB THE NORMAL FLOW OR REDUCE THE AREA. A WHEN FINAL GRADE IS PAVEMENT SURFACE, RECESS MANHOLE RING AND COVER 1/411 MIN. TO %p" MAX. L CIRCULAR RIGID PIPE (LONGITUDINAL SECTION) MANHOLE RING AND COVER GRADE RINGS OR BRICK COURSES 12" MIN. - 16" MAX. FLEXIBLE JOINT SEAL CONFORMING TO AASHTO M 198 (TYP.) MANHOLE T -BASE T -BASE SECTION 4811 MIN. FINAL GRADE A •~\ 4' DIA. PRECAST 4 1 FLAT TOP WITH 24" ECCENTRIC OPENING STANDARD. 4' DIA. } MANHOLE RISER SECTIONS JOINT DETAIL TO BE APPROVED PRIOR TO FABRICATION CIRCULAR RIGID PIPE (TRANSVERSE SECTION) Know what's below. Call before you dig. Computer File Information Creation Date: 07/31/2019 Last Modified Date: 07/31/2019 Full Path: Drawing File Name: AutoCAD Version: 2018 Scale. AS NOTED Units: English Index of Revisions Date: Comments: Initials: WELD COUNTY As Constructed PUBLIC WORKS DEPARTMENT 1111 H. STREET P.O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 No Revisions: MANHOLES Project No./Code Revised: Designer: CDOT Void: Detailer: COOT Sheet Subset Sheet Subset: 3 of 3 Sheet Number of TOE POCKETS AT 16" 0.C. IF TOP FLEXIBLE OF BENCH ≥ 18" ABOVE INVERT ji 48" NIH. ---� 1 9" MIN. CLASS B CONCRETE. ■■ 1 JOINT SEAL ■■■■■ �� SHALL CONFORM MANHOLE RISER ■■■■■■■\■ TO AASHTO M 198 ■■■■■■■ 1■■■■��I 9 3" 3" MIN. a° REINFORCING CONFORMING TO ASTM C 47: I■■■■■■■ 1■■■■■1► (TYP.) IN. MIN. H m ;I I.D./4CLASS !UUUUUUU 1■■■■■11\_\ A A B \�\ I /Z' sLOPE 111■■■■■■■■ 1� \11■I\ / \ CONCRETE BASE �. a � e . e z k , „ /Z SLOPE',Z....,11■11 ■■■■■■■■■■n A IaU ° ,,, 6 QP 0000000-1 ' • #4 U 0 12" > _ .: / . ; SEE TYP. TIE BAR ■■■■■■■■■■ \ �% �I■■ 0000000 #4 0 12" ° ° ALL BASES 6i ° . ' ° , 111■■■■■■■■ It III■■ ❑ 0 0 0 0 0� 1 gyp) :e.L.4:1 �� .'°.' MIN �� #4012",EACH WAY \\■■■■_■■■■ ■�...�■■■■ •oo.3c „„..= 3 u ■ emirs" jl ■■■■■■■■■ 1■■■■■11■ ° . . 8" �i7s ,: e4 3"CLEAR SLOT r�lvli<iw�i v<i<r<iliC, MIN. ■■■■■■■■ 1■■■■■ii ■■■■■■■ 1■■■■II MANHOLE RISER 0.D.+ 6 INCHES 6" MIN. f ",may /x /'/, /x'/.\/.\/is/x /, C\■■� 1��■ . MANHOLE RING AND COVER 26" 6" (RIM ELEVATION) P1 SECTION B -B MIN. SECTION D -D A FINAL GRADE \ 8 IN UNPAVED AREA USE CEMENT GROUT 24"--•- GRADE RINGS OR BRICK COURSES • ' .° • • 8n 34 „ C BASE MAY BE POURED SQUARE AT CONTRACTOR'S PRECAST MANHOLE Eo 6„ TOTAL WEIGHT: APPROXIMATELY 400 LBS. SHALL BE GRAY OR DUCTILE CAST • OPTION. E SECTIONS r:• IRON IN ACCORDANCE WITH SUBSECTION 712.06. 0^� - ` ' �� ♦ WHEN FINAL GRADE IS PAVEMENT SURFACE, RECESS MANHOLE RING AND COVER .. SECTION A -A 1/4" MIN. TO I/z" MAX. B f : B ��` FLAT TOP SECTION DETAIL MANHOLE RING AND COVER BENCH I .° e.' ! D STE' BENCH : 1 D MANHOLE RING AND COVER ♦ FINAL GRADE SEE SHEET 3 FOR CONCRETE 811 STE ' ' I + ° 'o COLLAR DETAILS e = ° e •� #4 e�..1 GRADE RINGS OR BRICK COURSES Knowwl,ab'soreyou Call a 1'-0" �:__� 24' � `•• before you dig. PRECAST FLAT TOP ,'.•,' • 8" ° _J lB" s" ' LEGEND e TYPICAL �~ ! 4I DIA MANHOLE RISER SECTIONS eo VARIES TIE BAR r 12" MIN. H \ � \�\� SUITABLE SUBGRADE C \\� PRECAST FLAT TOP L� C )' GRANULAR BEDDING MATERIAL E PLAN FLEXIBLE JOINT r '• 8" PLAN SEAL CONFORMING / CONCRETE MANHOLE I.D. TO AASHTO M 198 (TYP.) .. r , i 5' TO 8' DIA. • 16" . REFERENCE: - MAX' COLORADO DEPARTMENT OF TRANSPORTATION STANDARD FLOW _ a M-604-20 (SHEET 2 OF 3) REFER TO THE LATEST M & S STANDARDS. FLOW '. 6i_6" FLOW + FLOW MANHOLE MIN. PRECAST MANHOLE BASES NOTES: �.. °•. °' STEPS -'• •- •; 1. THE BASE SLAB SHALL BE POURED MONOLITHICALLY WITH BOTTOM RISER SECTION. INVERT ELEVATION INVERT ELEVATION •�\'�\��\��\^�\ �\^�\��\�� SHOWN IN PROFILE INVERT ELEVATION _ •. r . 2. PRECAST MANHOLE BASES SHALL FIT THE CONDITIONS AND LOCATIONS FOR WHICH SHOWN IN PROFILE SHOWN IN PROFILE INVERT ELEVATION SHOWN IN PROFILE THEY ARE INTENDED WITHOUT ANY FIELD MODIFICATIONS. ANY MANHOLE BASE SECTION C -C �� FLOW CHANNEL r r WHICH REQUIRES FIELD CUTTING OR MODIFICATION IN ORDER TO FIT THE LOCATIONS 1 INTENDED WILL BE REJECTED BY THE ENGINEER AND REMOVED AND REPLACED BY CAST -IN -PLACE SLAB BASE SECTION E -E THE CONTRACTOR AT NO COST TO THE DEPARTMENT. PRECAST SLAB BASE OS VEHALL BE BEDDED ON AN APPROVED GRANULAR BEDDING 3. OWN ABOVE. MATERIAL AS SHOWN MANHOLE RISER DETAIL Computer File Information Index of Revisions WELD COUNTY As Constructed MANHOLES Project No./Code Creation Date: 07/31/2019 Date: Comments: Initials: No Revisions: PUBLIC WORKS DEPARTMENT 1111 P.O. BOX58 GREELEY, Co. 80632-0758 - PHONE: (970) 356-4000 FAX: (970) 304-6497 Last Modified Date: 07/31/2019 Full Path: Revised: Designer: Desi 9 COOT Drawing File Name: Detailer: COOT Void: Sheet Number of AutoCAD Version: 2018 Scale: AS NOTED Units: English 9 Sheet Subset: Sheet Subset: 2 of 3 NEW ASPHALT-\ N 24" MIN. SAW CUT AND REMOVE ASPHALT 2" DEPTH EXISTING ASPHALT 1/ - \\\\\\\\\\\\� SAW CUT OR OTHER METHOD AS APPROVED SAW CUT ASPHALT OR "T -JOINT" DETAIL NOTES: 1. PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATION. APPLY TACK (CSS-1h) TO THE MILLED OR SAW -CUT EDGE PRIOR TO PAVING OPERATIONS. 2. RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. CSS-1h SHALL BE APPLIED AT 0.10 GAL/SY. A DIFFERENT APPLICATION RATE SHALL BE APPROVED BY WELD COUNTY. Know whars below. Call before you dig. Computer File Information Creation Date: Last Modified Date: 11/12/2020 Full Path: Drawing File Name: AutoCAD Version: 2018 Scale: AS NOTED Units. English Index of Revisions Dale: Comments: Initials: WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H. STREET P O. BOX 758 GREELEY, CO. 80632-0758 PHONE: (970) 356-4000 FAX: (970) 304-6497 As Constructed No Revisions: SAW CUT ASPHALT OR "T -JOINT" DETAIL Project No /Code Revised: Designer: Void: Detailer: Sheet Subset: Sheet Subset Sheet Number of W Q 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. a a a a a a a co I- W z O � NV 0� lm oz ZO 0 zIZ Q (D �n � _ z Z zWJQ 0_LLV WELD COUNTY, COLORADO PROJ NO: PL ENG : TAJ CHKD: DATE 1/28/2025 SHEET NUMBER DT5 136 141 I T B V ♦1� G 4 II ► V A B C ♦ 7 .-.4► s p EI `110, DF; I H`NDSA V Z ♦ D N.k0 \L A E D• G IR. G ► J ■ ■ �■ _ � W14-2 NO OUTLET K ■ U L F E v • ♦ 1' v ifF m - . . . �. .■ ■ w - F II M J E • C q W8 PAVEMENT K 3 ENDS E A A R2-1 SPEED LIMIT(ENGLISH) *Optically space numerals about centerline ► R1-1 STOP *Reduce spacing 40% A B C D E F A B C D E F G H J K L A B C D E F G H J K L 18 .375 6 6 C 3 7.75 24 .375 .625 5 D 3 .75 4.125 4.5 11.625 12.063 1.5 18 24 .375 .625 3 3 E 2 8 E 7.188 5.5 1.5 24 .625 8 8 C 4 10 C 30 .5 .75 6 D 4 .938 5 5.375 13.938 14.5 1.875 A B C D E F G H J K C 24 30 .375 .625 4 4 E 2 10 E 9.563 7.313 1.5 C 30 .75 10 10 C 5 12.5 36 .625 .875 7 D 5 1.125 5.875 6.25 16.25 16.938 2.25 24 .375 .625 4 C 2.5 .5 11.188 5.313 5.438 1.5 36 48 .625 .875 6 6 E 5 14 E 14.375 11 2.25 36 .875 12 12 C 6 15 COLORS: LEGEND - BLACK BACKGROUND- YELLOW (RETROREFLECTIVE) C 30 .5 .75 5 C 3 .75 13.938 6.625 6.875 1.875 48 60 .75 1.25 8 8 E 6 16 E 19.125 14.625 3 48 1.25 16 16 C 8 20 36 .625 .875 6 C 3.5 1 16.75 7.875 8.25 2.25 COLORS: LEGEND - BLACK BACKGROUND- WHITE (RETROREFLECTIVE) COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) WARNING SIGN COLORS: TTC SIGN COLORS: LEGEND - BLACK LEGEND - BLACK BACKGROUND- YELLOW (RETROREFLECTIVE) BACKGROUND- ORANGE (RETROREFLECTIVE) 2' MIN. LATERAL CLEARANCE BEHIND CURB AND/OR SIDEWALK 111 111±111 Ifl 2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE) STREET NAME SIGN PER DETAILS SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 10' 3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED) NOTES: 1. SIGN SHOULD BE SET AT AN ANGLE OF 90° AND BE VISIBLE TO APPROACHING TRAFFIC. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS. TYPICAL STOP SIGN INSTALLATION DETAIL NO. S-46 DATE: JULY, 2015 SCALE: N.T.S. 2' MIN. LATERAL CLEARANCE BEHIND CURB AND/OR SIDEWALK 3' STUB 2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE) NOTES: 1. SIGN SHOULD BE SET AT AN ANGLE OF 90° AND VISIBLE TO APPROACHING TRAFFIC. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS. SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 12' 3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED) TYPICAL DIAMOND SIGN INSTALLATION DATE: JULY, 2015 DETAIL NO. S-43 SCALE: N.T.S. WHITE ON GREEN 2300 NOTES: FRONT VIEW MINIMUM REAR VIEW Qth St Rai- 1. HIGHWAY FONT SERIES D OR APPROVED EQUIVALENT SHALL BE USED FOR NUMERALS. 2. HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. IN SOME CASES THE LETTER SERIES MAY VARY DEPENDING ON NUMBER OF LETTERS OR NUMBERS IN THE STREET NAME. 3. STROKE WIDTH OF LETTERS SHOWN ON THIS DRAWING IS FOR ILLUSTRATIVE PURPOSE ONLY AND IS NOT INTENDED TO REPRESENT CORRECT STROKE WIDTH FOR SPECIFIED LETTER SERIES OR LETTER TO LETTER SPACING. �reeley STREET NAME SIGN D3 DETAIL NO. S-37 DATE: JULY, 2015 SCALE: N.T.S. W I- 0 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS I REV. NO. - l*l*l a PROJ NO: PL ENG TAJ DATE 1/28/2025 SHEET NUMBER 137 141 FOR INFORMATION ONLY - SEE RECORDED PLAT / PROPERTY DESCRIPTION A PORTION OF THAT PARCEL DESCRIBED IN SHERIFFS DEED TO REI LIMITED LIABILITY COMPANY AND INVESTORS LIMITED LIABILITY COMPANY FILED FOR RECORD IN THE OFFICE OF THE WELD COUNTY CLERK AND RECORDER AT RECEPTION NO. 2393929 SAID PARCEL LOCATED IN SECTIONS 4. 8.9 AND 17. TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6114 PRINCIPAL MERIDIAN. COUNTY OF WELD, STATE OF COLORADO DESCRIBED AS FOLLOWS: PARCEL ONE BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 9 AND THE NORTHEAST CORNER OF SAID SECTION 17, BEING A FOUND 2 1/2 INCH ALUMINUM CAP PLS 23501: THENCE SOUTH 00°30'03" EAST, ALONG THE EAST LINE OF SAID SECTION 17, A DISTANCE OF 2641,20 FEET, MORE OR LESS, TO A FOUND 2 112 INCH ALUMINUM CAP PLS 20671 FOR THE EAST ONE -QUARTER CORNER OF SAID SECTION 17 THENCE SOUTH 00°29'55" EAST, ALONG THE EAST LINE OF SAID SECTION 17, A DISTANCE OF 2641.36 FEET TO A FOUND 2 1/2 INCH ALUMINUM CAP PLS 32829 2000 FOR THE SOUTHEAST CORNER OF SAID SECTION I7; THENCE SOUTH 89°3292" WEST, ALONG THE SOUTH LINE OF SAID SECTION 17, A DISTANCE OF 2663.99 FEET, MORE OR LESS, TO A FOUND 3 1/4 INCH ALUMINUM CAP PIS 33642 2006 FOR THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 17: THENCE SOUTH 89°3311" WEST. ALONG THE SOUTH LINE OF SAID SECTION 17. A DISTANCE OF 2663.90 FEET TO A FOUND 3 1/4 INCH ALUMINUM CAP PLS 38285 2015 FOR THE SOUTHWEST CORNER OF SAID SECTION 17; THENCE NORTH 00°29'45" WEST, ALONG THE WEST LINE OF SAID SECTION 17. A DISTANCE OF 5259.75 FEET TO A FOUND 3 1/4 INCH ALUMINUM CAP PLS 38285 2015 FOR THE NORTHWEST CORNER OF SAID SECTION 17; THENCE NORTH 00°09'42" WEST, ALONG THE WEST LINE OF SAID SECTION 8, A DISTANCE OF 1995.33 FEET, MORE OR LESS, TO A POINT ON A SOUTH LINE OF THE CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER ACCORDING TO THE MAP OR PLAT THEREOF FILED FOR RECORD IN THE OFFICE OF THE WELD COUNTY CLERK AND RECORDER AT RECEPTION NO. 2200074: THENCE ALONG THE SOUTH AND WEST LINES OF SAID CORRECTED FIRST FILING OF BFFRF DRAW FARMS AND EQUESTRIAN CENTER THE FOLLOWING TWENTY-TWO (22) COURSES AND DISTANCES; 1. SOUTH 73°09'51" EAST A DISTANCE OF 888.63 FEET TO A FOUND #4 REBAR 2. SOUTH I6°4827" WEST A DISTANCE OF 153.39 FEET TO A FOUND IN RFRAR WITH YELLOW CAP MARKED PLS 11399: 3. SOUTH 46°49'2A" EAST A DISTANCE OF 749.02 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 11399; 4. NORTH 55°45'37" EAST ADISTANCE OF 97.80 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 11399; 5, SOUTH 46°58'18" EAST A DISTANCE OF 1326.18 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKET PLS 11399; 6. NORTH 83°31'37" EAST A DISTANCE OF 694.42 FEET TO A FOUND 64 REBAR WITH YELLOW CAP MARKED PLS 32829: 7. NORTH 32°50'14" EAST A DISTANCE OF 256.68 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PIS 32829; 8. ALONG A NON -TANGENT CURVE TO THE LEFT. HAVING A RADIUS OF 993.66 FEET. AN ARC LENGTH OF 380.67 FEET, A CENTRAL ANGLE OF 21"36'59". AND A CHORD BEARING AND DISTANCE OF SOUTH 69°55'33" EAST, 378.34 FEET TO A SET #5 REBAR WITH BLUE PLASTIC CAP MARKED PLS 38814; 9. SOUTH 80°54'15" EAST A DISTANCE OF 169.66 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 32829; I0. ALONG A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1221.67 FEET, AN ARC LENGTH OF 558.87 FEET, A CENTRAL ANGLE OF 26°12'38", AND A CHORD BEARING AND DISTANCE OF SOUTH 67°37'10" EAST, 554.01 }EEL TO A SET #5 REBAR WITH BLUE PLASTIC CAP MARKED PLS 38814; 11. SOUTH 54°31'27" EAST A DISTANCE OF 70.59 FEET TO A FOUND 64 REBAR WITH YELLOW CAP MARKED PLS 32829; 12. NORTH 35.23'55" EAST A DISTANCE OF 150.38 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 32829: 13. NORTH 85°32'49" EAST A DISTANCE OF 507.69 FEE _ I TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 32829: 14. SOUTH 87°30'48" EAST A DISTANCE OF 399.72 FEL _ I TO A FOUND #4 REBAR WITH YELLOW CAP MARK PLS 32829: 15. SOUTH 78°21'15"EAST A DISTANCE OF 391.44 FEET TO A FOUND 85 REBAR 16. NORTH 13°53'54" WEST A DISTANCE OF 1387.60 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 32829: 17. SOUTH 88°13'15" EAST A DISTANCE OF 170.50 FEE _ I TO A FOUND #4 REBAR WITH YELLOW CAP MARK PLS 32829: 18, SOUTH 37°11'36" EAST A DISTANCE OF 1250.11 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 32829; 19, SOUTH 62°08'39" EAST A DISTANCE OF 449.86 FEET TO A FOUND #4 RFRAR WITH YELLOW CAP MARKED PLS 32829; 20. SOUTH 79°38'46" EAST A DISTANCE OF 399.95 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARRED PIS 32829; 21. SOUTH 75°2216" EAST A DISTANCE OF 450,00 FEET TO A FOUND #4 REBAR WITH YELLOW CAP MARKED PLS 32829; 22. THENCE NORTH 89°44'54" EAST A DISTANCE OF 373.40 FEET. MORE OR LESS. TO A SET #5 REBAR WITH BLUE PLASTIC CAP MARKED PIS 38814 ON THE EAST LINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 9; THENCE SOUTH 007223" WEST, ALONG SAID LINE, ADISTANCE OF 53.60 FEET TO A FOUND 2 12 INCH ALUMINUM CAP PLS 20671 FOR THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 9: THENCE SOUTH 89°41'00" WEST, ALONG THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 9. A DISTANCE OF 2560.65 FEET TO THE POINT OF BEGINNING. CONTAINING 753.584 ACRES (32.826.124 SQUARE FEET) OF LAND. MORE OR LESS. PARCEL TWO BEGINNING AT A POINT ON THE SOUTH RIGHT OF WAY LINE OF BEEBE DRAW FARMS PARKWAY SHOWN ON SAID CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER, FROM WHICH A FOUND 3.23 INCH ALUMINUM CAP MARKED PLS 16425 1985 FOR THE NORTHWEST CORNER OF SAID SECTION 9 BEARS NORTH 30°5113" WEST A DISTANCE OF 722.90 FEET; THENCE ALONG THE SOUTH RIGHT OF WAY LINE OF SAID BEEBE DRAW FARMS PARKWAY THE FOLLOWING THREE (3) COURSES AND DISTANCES: I. NORTH 37'23'14" EAST A DISTANCE OF 211.58 FEET TO A SET #3 REBAR WAIT BLUE PLASTIC CAP MARKED PLS 38814; 2. ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1041.35 FEET, AN ARC LENGTH OF 1149.70 FEET. A CENTRAL ANGLE OF 63°1525", AND A CHORD BEARING AND DISTANCE OF NORTH 69°00'57" EAST, 1092.19 FEET TO A SET #5 REBAR WITH BLUE PLASTIC CAP MARKED PIS 38814; 3. SOUTH 79'2120" EASTA DISTANCE OF 939.12 FEET, MORE OR LESS, TO A SET #5 REBAR WITH BLUE PLASTIC CAP MARKED PIS 38814 FOR THE EAST LINE OF THE NORTHWEST ONE -QUARTER OF SAID SECTION 9; THENCE SOUTH 00°22'25" WEST, ALONG SAID LINE, A DISTANCE OF 4167.50 FEET TO A SET #5 REBAR WITH BLUE PLASTIC CAP MARKED PLS 38814; THENCE NORTH 89'3902" WEST, DEPARTING SAID LINE, A DISTANCE OF 116.33 FEET, MORE OR LESS, TO A POINT ON AN EAST LINE OF SAID CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER THENCE ALONG AN EAST LINE OF SAID CORRECTED FIRST FILING OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER THE FOLLOWING TWELVE (12) COURSES AND DISTANCES: I. NORTH 42'23'11" WEST A DISTANCE OF 646.47 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; 2. NORTH 72'24'32" WEST A DISTANCE OF 54.58 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; 3. NORTH 17°21'41" WEST A DISTANCE OF 207.42 FEET _ TO A FOUND #4 REBAR WITH YELLOW CAP PIS 11399; 4. NORTH 00°1742" EAST A DISTANCE OF 348.63 FEET TO A FOUND W REBAR WITH YELLOW CAP PLS 11399; 5. NORTH 12°03'23" WEST A DISTANCE OF 380.71 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; 6. NORTH 06°34'43" WEST A DISTANCE OF 425.16 }EEL _ TO A FOUND #4 REHAB WITH YELLOW CAP PLS 11399; 7. NORTH 41°32'16" WEST A DISTANCE OF 327.39 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; 8. NORTH 31°18'48" WEST ADISIANCE OF 302.86 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; 9. NORTH 23°32'35" WEST A DISTANCE OF 293.91 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; I0. NORTH 20°5524" WEST A DISTANCE OF 650.01 FEET TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; II, NORTH 34°55'07" WEST A DISTANCE OF 423.97 FEE _ I TO A FOUND #4 REBAR WITH YELLOW CAP PLS 11399; 12. THENCE NORTH 52°3646" WEST A DISTANCE OF 358.45 FEET TO THE POINT OF BEGINNING, CONTAINING 109.225 ACRES (4,757,834 SQUARE FEET) OF LAND. MORE OR LESS. HISTORY OF LAND DIVISION No previous history of land division. PELICAN LAKE RANCH FILING NO. 2 SITUATE IN SECTIONS 4, 8, 9, & 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO PROPERTY OWNERS CERTIFICATE: We the undersigned, being Mc sole owner in fee of the above described property, do hereby subdivide the property as laid out w this plat, and dedicate all easements described and/or depicted herein for the benefit of Weld Countyy and the f owners of any Lot °rpercel created by this plat. We further dedicate all roads and rights of was as shown on this plat to Weld County of the use of the traveling public. OWNER REL LIP a Limited Liability Company Aa Investors Leaned Liability Company By: NOTARIAL CERTIFICATE As: Manager STATE OF COLORADO) ss COUNTY OF WELD) IN foregoing instrument was acknowledged before me by this dry of .20 . Witness my Hand and Official Seal. My commission expires: BOARD OF COUNTY COMMISSIONERS CERTIFICATE OF APPROVAL: This Minor Subdivision plat is approved by the Board of County Commissioners of Weld County, State of Colorado. Approval of this plat constitutes an acceptance of the deAotion of public road and rights -of -way described and/or depicted on At. plat but doss not constitute acceptance of the roads and rights -of --way for maintenance by Weld County. TN construed..maintenance, snow removal and all other matters pertaining to or affecting the roads and rights -of -way are the sole responsibility of the landowners within the Minor Subdivision. Witness my hand and the corporate seal of Weld County this day of ,20 . Chia. Board of County Commissiorrrs ATTEST: Weld County Clerk to the Hoard By: Deputy Clerk to the Board Date: PLANNING COMMISSION CERTIFICATE: This is o certify that the Weld County Planning Commission has considered this Minor Subdivision, as shown and described hereon. and made recommendation to the Board of County Comm issioncrs. Weld County this day of 20 . Chair, Planing Commission BASIS OF BEARINGS AND LINEAL UNIT DEFINITION Assuming the South live of the Southwest Quarter of Section 17, Township 3 North, Range 65 West of the 6th PM., manumented as shown on this plat, as bearing South 89°33'21" West, a distance of 2663.90 f and with all other hearings contained herein relative thereto. The lineal dimensions as contained herein are based upon the "U.S. Survey Foot" NOTICE According to Colorado law you must commence any legal action based upon any defect in this survey within thin years after you first discover such defect. In no event may any action based upon any defect in this survey M commenced more than ten years from the date of the ceOiflcatiou shown hereon. (13-80-105 CRS. 2012) TITLE COMMITMENT NOTE For all information regarding easements. rights -of -way and title of records, Majestic Surveying. LLC relied upon Title Cottmit.mt Number 459_HS0809824-411, Amendment No. 2, dated May 29, 2024. as prepared by Commonwealth L.d Title Insurance Company to delineate the aforesaid information. This survey does not emmtute a tide search by Majestic Surveying, LLC to determine ownership or casements of record. SURVEYOR'S CERTIFICATE L Steven Parks. a Licensed Nofessiooal Land Surveyor in the State of Colorado do hereby certify that the survey represented by this plat was made under my personal supervision and that this plat is an accurate representation thereof. I fiddler certify that die survey and this plat complies with all applicable rules, regulations and laws of the State of Colorado. State Board of RegitS0ioo for Professional Engineers and Professional Land Surveyors and Weld County. PRELIMINARY Steven Parks - On Behalf of Ma)eoc Surveying, LLC Colorado Licensed Professional Land Surveyor #38348 WELD COUNTY NOTES WELD COUNTY NOTES CONTINUED 1. THE WELD COUNTY SHERIFFS OFFICE HAS LIMITED TRAFFIC ENFORCEMENT POWERS ON ROADWAYS WITHIN SUBDIVISION THAT ARE NOT MAINTAINED BY THE COUNTY. ALL LANDSCAPING WITHIN SIGHT DISTANCE TRIANGLES MUST BE LESS THAN 3.5 FEET IN HEIGHT AT MATURITY. A HOMEOWNERS' ASSOCIATION SHALL BE ESTABLISHED PRIOR TO THE SALE OF ANY LOT. MEMBERSHIP IN THE ASSOCIATION IS MANDATORY FOR EACH PARCEL OWNER THE ASSOCIATION OR THE EXISTING METROPOLITAN DISTRICT(S) WILL BE RESPONSIBLE FOR LIABILITY INSURANCE. TAXES AND MAINTENANCE OF OPEN SPACE, STREETS. PRIVATE UTILITIES, AND OTHER FACILITIES. OPEN SPACE RESTRICTIONS ARE PERMANENT. BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL BE REQUIRED TO ADHERE TO THE FEE STRUCTURE OF THE COUNTY FACILITY FEE, COUNTY -WIDE ROAD IMPACT FEE. AND DRAINAGE IMPACT FEE PROGRAMS. 20, THE PARCELS ARE CURRENTLY NOT SERVED BY A MUNICIPAL SANITARY SEWER SYSTEM. SEWAGE DISPOSAL MAY BE BY AN ON -SITE WASTEWATER TREATMENT SYSTEM (OWES) DESIGNED IN ACCORDANCE WITH THE REGULATIONS OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATERQUALITY CONTROL DIVISION, AND THE WELD COUNTY CODE IN EFFECT AT THE TIME OF CONSTRUCTION, REPAIR, REPLACEMENT, OR MODIFICATION OF THE SYSTEM, 21. ACTIVITY OR USE ON THE SURFACE OF THE GROUND OVER ANY PART OF THE OWTS MUST BE RESTRICTED TO THAT WHICH SHALL ALLOW THE SYSTEM TO FUNCTION AS DESIGNED AND WHICH SHALL NOT CONTRIBUTE TO COMPACTION OF THE SOIL OR TO STRUCTURAL. LOADING DETRIMENTAL TO THE STRUCTURAL INTEGRITY OR CAPABILITY OF THE COMPONENT TO FUNCTION AS DESIGNED. 22. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE, PURSUANT TO CHAPTER 15, ARTICLE I AND A OF THE WELD COUNTY CODE. 5. STOP SIGNS AND STREET NAME SIGNS WILL BE REQUIRED AT ALL INTERSECTIONS. 23. THE ACCESS ON THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD INCLUDING DAMAGES AND/OR OFF -SITE TRACKING. ALL SINGLE-FAMILY RESIDENCES SHALL HAVE A LEGIBLE ADDRESS THAT IS CLEARLY VISIBLE FROM THE STREET FRONTING THE PROPERTY. 7. INSTALLATION OF UTILITIES SHALL COMPLY WITH SECTION 24-9-10 OF THE WELD COUNTY CODE. 8. THE WELD COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR TO PLACING UTILITIES IN THE ROAD RIGHTS -OF -WAY TO DETERMINE IF PERMITS WILL BE REQUIRED. 24. ANY WORK THAT MAY OCCUPY AND OR ENCROACH UPON ANY COUNTY RIGHTS -OF -WAY OR EASEMENT SHALL ACQUIRE AN APPROVED RIGHT-OF-WAY USE PERMIT PRIOR TO COMMENCEMENT. 25. THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED. 26. WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE OF ON -SITE DRAINAGE RELATED FEATURES. 9. A SEPARATE BUILDING PERMIT SHALL BE OBTAINED PRIOR TO THE CONSTRUCTION OF ANY BUILDING. 27. WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE ON ONSITE DRAINAGE SUBDIVISION ROADS. 10. A PLAN REVIEW IS REQUIRED FOR EACH BUILDING. PLANS MAY REQUIRE THE WET STAMP OF A COLORADO REGISTERED ENGINEER OR ARCHI I ELT. 11. BUILDING HEIGHT SHALL BE MEASURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE FOR THE PURPOSE OF DETERMINING THE MAXIMUM BUILDING SIZE AND HEIGHT FOR VARIOUS USES AND TYPES OF CONSTRUCTION, AND TO DETERMINE COMPLIANCE WITH THE BULK REQUIREMENTS FROM CHAPTER 23 OF THE WELD COUNTY CODE. BUILDING HEIGHT SHALL BE MEASURED IN ACCORDANCE WITH CHAPTER 23 OF THE WELD COUNTY CODE IN ORDER TO DETERMINE COMPLIANCE WITH OFFSET AND SETBACK REQUIREMENTS. BUILDINGS ARE MEASURED TO THE FARTHEST PROJECTION FROM THE BUILDING. PROPERTY LINES SHALL BE CLEARLY IDENTIFIED. AND ALL PROPERTY PINS SHALL BE STAKED PRIOR TO THE FIRST SITE INSPECTION. 12. DRAINAGE EASEMENT ACROSS ALL TRACTS FOR THE BENEFIT OF THE SUBDIVIDER ITS HEIRS, SUCCESSORS AND ASSIGNS TO CONTROL, CONTAIN AND DIRECT THE STORM WATER RUN-OFF THEREFROM AND TO ALLOW THE INSTALLATION OF DETENTION FACILITIES, CULVERTS. DITCHES, PIPELINES. AND OTHER DRAINAGE AND FLOOD CONTROL IMPROVEMENTS AND APPURTENANCES THERETO: R IS EXPRESSLY UNDERSTOOD AND AGREED TO BY THE SUBDIVIDER THAT THE INSTALLATION AND MAINTENANCE OF ANY AND ALL DRAINAGE IMPROVEMENTS IS AND REMAINS FOREVER THE RESPONSIBILITY OF THE SUBDIVIDER, ITS HEIRS, SUCCESSORS, AND ASSIGNS. 13. THE USES PERMITTED IN THE PUD PLAN ARE R -I (LOW DENSITY RESIDENTIAL), RECREATIONAL, AND OIL AND GAS PRODUCTION FACILITIES. 14. NO BUILDING UNIT SHALL BE CONSTRUCTED WITHIN TWO HUNDRED FIFTY (250) FEET OF ANY OIL AND GAS FACILITY, NOR WITHIN FIFTY (50) FEET OF ANY PLUGGED AND ABANDONED OIL AND GAS WELL. NO OTHER BUILDING SHALL BE CONSTRUCTED WITHIN FIFTY (50) FEET OF ANY OIL AND GAS FACILITY, NOR ANY PLUGGED AND ABANDONED OIL AND GAS WELL HITS PROVISION SHALL NOT APPLY TO THE EXPANSION OF A BUILDING PERMITTED OR EXISTING AS OF DECEMBER 30, 2022, PROVIDED SUCH EXPANSION DOES NOT INCREASE THE BUILDING FOOTPRINT BY MORE THAN FIFTY PERCENT (50°.). NO VARIANCE FROM THIS SECTION SHALL BE GRANTED SUCH THAT IT WOULD ALLOW ANY BUILDING TO BE CONSTRUCTED WITHIN FIFTY (50) FEET OF ANY OIL AND GAS FACILITY. NOR ANY PLUGGED AND ABANDONED OIL AND GAS WELL. 15. THE CENTRAL WELD COUNTY WATER DISTRICT SHALL PROVIDE THE WATER SUPPLY TO THE PLANNED UNIT DEVELOPMENT DISTRICT. THE WATER SUPPLY SYSTEM SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF SECTION 8-10 OF THE WELD COUNTY SUBDIVISION REGULATIONS, PURSUANT TO PUBLIC WATER SUPPLY SYSTEMS AND LA SALLE FIRE PROTECTION DISTRICT FIRE SAFETY REQUIREIvIENTS. 16. THE APPLICANT, AUTHORITY, METROPOLITAN DISTRICT. AND/OR HOMEOWNERS ASSOCIATION SHALL PROVIDE AND MAINTAIN ALL ROADS INTERNAL TO THE PLANNED UNIT DEVELOPMENT DISTRICT. THE ROADS INTERNAL TO THE PLANNED UNIT DEVELOPMENT DISTRICT WILL NOT BE MAINTAINED BY WELD COUNTY, BUT MUST COMPLY WITH THE DESIGN STANDARDS LISTED IN SECTIONS 8-1 AND 8-2 OF THE WELD COUNTY SUBDIVISION REGULATIONS. 17. THE AREAS SHOWN ON GREENBELT AND RECREATION ON THE PUD PLAN PLOT MAY BE USED FOR UTILITY EASEMENTS 18. AN APPLICANT FOR A RESIDENTIAL BUILDING PERMIT SHALL SUBMIT EVIDENCE TO THE DEPARTMENT OF PLANNING SERVICES THAT THE REQUIRED BUILDING INFORMATION HAS BEEN SUBMITTED TO THE ARCHITECTURAL CONTROL COMMITTEE AND THE COMMITTEE HAS HAD A REASONABLE OPPORTUNITY FOR REVIEW PRIOR TO PERMIT APPROVAL. 19. FUGITIVE DUST MUST BE CONFINED ON THIS SITE. r Art/M/1. OVANAGY F45(AFNJ /5'LOY/WE. 4CAMG10"0/4 !AYNI' TYPICAL LOT IS'U14'/lFJ AROWALGYAFNT L_1- __J IS' U/Y//Yd J mum. EA32AFNJ STREET LOT EASEMENT DETAIL SCALE 1'=100' UGC? 32 VICINITY MAP SCALE. I'-4Wr PROJECT NO:. 2025099 PROJECT NAME: PELICAN LAKE REVISIONS: DATE: 5-15-2025 CLIENT: TERRA FORMA DRAWN BY: SIP FILE NAME: 20250995UB MAJESTICSURVEYINGEMIG SURVEYING. I. LC IIII DINISCINIS VOLLEY DRY. MVE, WINDSOR CO BOSSO CHECKED BYSIP SCALE: N/A 1 SHEET 1 OF 13 5,30'. \ \ S89'18'24"W 5327,58' 15' GAS 2AYFEA2AENT \_ \r \ \\ Arc 4v 1GI4TG5 1 _J _ _164.22'_ -, LOT 251 1.219 ACRES l(53.097 SQ. FT.) q8 16 RES 2. FT.) 184,21'-- L S00.0 89.05•N \ 336,45'. `GA LOT 250 \\ 4y 1.444 ACRES I Qa, (62,904 SQ. FT.) \ \ LOT 249 1.592 ACRES (69,328 SO. FT.) 198,43'._--1 LOT 217 1.184 ACRES (51,593 SO. FTJ 6 8 - 198.43' - J 595.87 TO'18Tf 716,33' E1 ♦ 318.49' 144&38' 1112.6' 1448.35' ‘-218.Os'__--1 \ ) I ' 1 $, LOT 171 \ S a` / ___3 m . LOT 172 I 1.505 ACRES \\ �' '�� w ,5 1.452 ACRES i 16566 SO. FT,) \ 4 9:„.• (63.2695Q. ET.) II C II m $ \ 1 C (// LOT 170 I -- 1.674 ACRES m \\ 121.85' L 4°4. _— D D 172,921 SC). FT.) \ 386'Og' opo82157# / eS WARBLER � ..sl/�8<4' �.N@q // A, 156.13' PELICAN LAKE RANCH FILING NO. 2 SHEET 9 l/L - III I / I • cAs /4N -e srAENr / / / / \ ''.4-17.57'"265 94 Na )GflR'- J /• J -- _i L____ _J 4FGiMT fBHlY5--J).13'_\,/7 J N89'IY45i 41].32' _ _ -// 282]3' --- 419.16'- \V S. J,.. - N8918'24'E 1184,47 1J]BY__ �' w �f r / s891814'w 136_50'_ ]] yJ.Sj - TRACT I I N6918'24W ]4t.zs' 2x,87'_zsLu'_ $60.J4t A/ /y J5ea1TRACT T r / A/ 0.173 ACRES \ \ / (7.544 50. FT.) aq. //>( 5.‘-6,03-- (N i 1V I 1\ ro" �� r"7' 8 s I \z ) /Lyn\\ LOT 167 '^ I - ) �; / ,XI' \ \ 1.482 ACRES f I LOT 1 68 a \ I P0' 10 r \ (64,564 SQ. FT.) I i 1 tS \ uu!! I 1.525 ACRES Y \ 1 SY \ ri \ (66,421 SO. FT.) t ) LOT 169 •' o 4- \\ I 1 Y 1 2.006 ACRES 5 R �9 \• LOT 166 A- \ I I m 1 (87.448 s4. FTJ m • 1.327 ACRES r\ \\ 15&15 L. 1 11 N (57,815 S0. FT.) \\ 5-N76VT22rt 1 �i J 1356• Z41>4„ , ` 1 \1 $ \. ef•` N78D112 E — S>zJ ` L. ` I \\ $. - �,I863B S 6j6�' — I \-n \ 0? /�— hrey6�, 465.Zq• �zo>�._ I �!C`\\\ tea' •4., / Mq•36 �J I .\\• 9Z /Y'J era/ / / `�— / I I LOT 245 y°/ I I I 1.904 ACRES ,ry0' �m (82,956 SQ. FT.) I M LOT 248 - $66.40.35E 223.85'_ _ ,SAa A t .777 ACRES Y LOT 247 3 Ir By'4.,:s \ \ ry 8 (77,395 SQ, FT.) 1 1.829 ACRES R I I (79.658 Sq. FT.) p I LOT 246 1.877 ACRES I (81.783 SQ. FTJ I I I J �__ 85 e8.5C y `---zx.es'--�—rt--zzfl6T ___, /tir�8 'ell I� I 0`----, /// / / S3T35'59'EF 1]5.95' _ — T 2632' - _ C+3 —0309 \ \` J / / / / 45.15 LOT 154 I I 2.071 ACRES \ 11, \\ (90.219 SO. FT.) I / 2\ �'1°��>s'� \\`1, R LOT 153 / / �> N 1.553 ACRES / \ -:::::.,,k1,,,,, (67.658 SQ. FT.) / \ \ / LOT 152 // //^\\ l \\ 41 / 2.136 ACRES // / \°0/: \ \ '�' /7/ (93,046 Sq. FT.) / //\\ 11s \ / / / \\\x\\ N,) /, / / '�24• / \ / 'y,1 / 5"a // LOT 151 \ /,..0...S./44//'' d / 1.994ACRES / n ''. / / / (86,864 SQ. FT.) / wK J>� 4'N / // 2 TRACT L /--NJJ'A339 E 12.368 ACRES '43„,_ --- tr (538,744 SQ. FT,) --- i 461(42 f ORA/ AGE EAMAIDNJ MORN'NGDOVELANE 348.24'. 29' 7N\ 4 SO" lea sr/840r N7e LOT 165 t 1,822 ACRES / o % / LOT 162 s�7 \ (79,366 50. FfF7.)/ A ty / ry / / 1.450 ACRES \ e C29 "+y / a (63,161 SO. EIT /l 4 �\ J \\ -C300 33 4 e4:5„;;;''5.,--.-._;,,...2> / I LOT 164 \`c -Ara., 1.773 ACRES ��s LOT 188 r�>>• 4.\ • fiej0 1.266 ACRES ,), �/ / 'Y ' > 5, (5 128 SO. FT.) .N / './ LOT 189 / / \�>t� / 1.308 ACRES e / N N / / (56.967 SQ. FT.) y / \ / ^Y / NOTICE 4a 18. 2 I _ _ _ _58929'14"W 316,45. _ LOT 1 63 1.580 ACRES (68,845 SQ. FT.) 8 8 II I 8 I IL 274/0Lw.ao• L---j---32o.JY / I =3's' FALCON DRIVE 644.77'11941r•B SC43, 601: Ml JD JB' Ira LOT 160 2.347 ACRES (102.248 50. FT.) 49 LOT 159 1.327 ACRES (57,796 SO. FT.) J LOT 142 1.872 ACRES (81,566 S0. FT.) �z LOT 148 2.369 ACRES (103.205 SO. FT.) 42]9' LOT 143 1.751 ACRES (76.256 SO. FT.) 4 b�. LOT 147 2.631 ACRES (1 14,622 SQ. FT.) N7T4339"E Ys\ \\ \ 34. —, LOT 146 \ LOT 140 2.401 ACRES (104,572 SQ. FT.) V TRACTJ 1 2.606 ACRES (1 13,505 SQ. FT.) : LOT 145 1.489 ACRES (64.876 SO. FT.) •a5 / LOT 150 • / /� \ ,& \ 2.191 ACRES \ \ yy / 1.661 ACRES �h40 // \\\ Ii. \ 195.41350. FT.) / / �V \ (72.366 50. FT) \ N �SJ 1P // Y \\\ \\ M�t / L -n2 �Ii1 \._ :�.\ / ///\%4{o- } oil\ \ / // \\\ \\ ��/° LEOYARO 9 </ LOT 149 \ \ \' 444 ','\ \ ROAD SOUTH e55�`�Y• \ 1.606 ACREz 3597.: rP \ 1 �� \\ (69.947 Sq. FTJ 9.58• \N/ \\\ \ 4,�e, \ / 'tier\. \ \ I ` 8, i, // \ \\ °/ 4'4w r /.e // J$.\\ / e Jt \\\ / / e� \\ rvYa;s" \ `/ / �^° / LOT 135 \ / / 3.107 ACRES \ / LOT 155 al t� / / 1.312 ACRES , Il � L. (5\71-3,7\321 57. 133 Sq. FI.) / -S a7' 2 `n ('--_u7'ii 740R1B9EST TORNE(� _ _ SECTION 17, 7.39„ 9.850. FOUND /6 REBAR MIN 2.5' ALUM. CAP / IS 23501 / ' / • // o� ,A9 R LOT 138 2,018 ACRES (87,891 SQ. FT.) LOT 139 2.044 ACRES (89,048 SQ, FT.) \ 1 1 I I 1\ '1 J 1 1 1 \\---- 5825415'V 24246' I I I,,ty TRACT I — N I`a 2,54,15.E 243,60--1 I_ in , S LOT 156 7.200 ACRES (52,285 SQ. FT.) ) ml 5 _ to S8725'06'p 321.30'_ — _ — _ LOT 157 1.212 ACRES 152,790 SO. Ff.) According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover amh deft In no event may any anion based upon any defer to this survey be commenced more than ten years from the date of the certifieation shown hereon. (13-80-105 C.R.S. 2012) O'2BD b I SB92914'W 2J{.00'_ _ A sr LOT 158 a $ 1,246 ACRES (54.274 SQ. FIT 'I 925.30' SHEET 4 I§ nR I 1� I II /�,/� / 21'� ,7yll LOT 137 // / tI/S �n(Y 2.434 ACRES / ( 106.006 SQ. FT.I / / / / - _ - N90'00'00'W 268,43'- LOT 136 4.217 ACRES (183.699 S0. FT.) / 1135,338 SO. FT.) - \ 4 c \ I. \\\ \\ \\ �tH i I� �';�� \ \ 96739.50w if 339.20' / N'5 / I1 I / 4 I1 I 3 LOT 133 N. \\ // el. o(t ///-- `5, 1,447 ACRES \\\/ I —163.031 SO. Ff.) \\\\ I ) \\ I � M4 �°w \' 7a.l TRACT \\ I 424(8, N— I1 3255k/CCRE5 j �-a ORA/N4GE EASMNJ O—ORAAYAGE EA.fflIENr— 510.6. —�,T -- s g 51035-* \ _ — - 21050 - I I LOT 132 1.613 ACRES 070,275 SQ. FT.) L 2294' S ITV SCALE 1'=100' LEGEND BOUNDARY UNE EASEMENT LINE RICHT OF WAY UNE SECTION ONE CENTERUNE Si ALIQUOT CORNER AS DESCRIBED • FOUND MONUMENT AS DESCRIBED 0 CALCULATED POSITION • SET 24' DF 174 REBAR 91TH I' RED PIA580 CAP LS 38346 KEY MAP Ste, ea Parks - Behalf of Majestic Surveying, LLC Colorado Licensed Professional land Surveyor 438348 PROJECT NO: 2025099 PROJECT NAME PELICAN LAKE DATE DATE:5-15-2025 CLIENT: TERRA FORMA DRAWN BY: SIP FILE NAME 2025099SUB 3 PELICAN LAKE RANCH FILING NO. 2 SITUATE IN SECTIONS 4, 8, 9, El. 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO SCALE 17—500' logo Feel NOTICE According to Colorado Iaw you MUSI COMMMICE any legal action based upon my defect in this survey within three years after you first discover such def.t. In no event may any achon Imsed upon any defect in this survey be commenced more than ten years from the date of the certification shovpi hereon. (13-80-105 C.R.S. 2012) PRELIMINARY Steven Parks - On Behalf of Majestic Survewng, LLC Colorado Licensed Professional Land Surveyor #38348 PROJECT NO: 2025099 PROJECT NAME: PELICAN LAKE REVISIONS: 04, DATE 5-15-2025 CLIENT: TERRA FORMA DRAWN BY: SIP FILE NAME: 20250995UB CHECKED BY: SIP 2 SCALE 1,500' SHEET 2 OF 13 LOT 188 1.266 ACRES LOT 76 2.323 ACRES TRACT F 23.226 ACRES - LOT 190 1.802 ACRES C78.508 SQ FIT 34 be I_OT 77 2.634 ACRES LOT 78 1.6 1 8 ACRES / // \\\ CL\ -‘\14, LOT 63 11, LOT 62 2 298 ACRES rir I LOT 201 / 1.433 ACRES 44. LOT 79 1.428 ACRES 290.60. LOT 200 g 1.345 ACRES NOTICE 244 LOT 80 1.744 ACRES 14. LOT 199 1.935 ACRES LOT 101 2.1 04 ACRES 11863205W 445.91' LOT 100 .81 0 ACRES According to Colorado law you must commence any legal action based upon .y defect in this .rvey within three years afier you first discover such defect. In no event may any action based upon any defect in this survey be commenced mom dlan ten years from the date of the Nitification show. hereon (13-80-105 C.R.S. 2012) PELICAN LAKE RANCH FILING NO. 2 LOT 163 1.580 ACRES (68.845 SQ. FIT ,4511 LOT 191 1.729 ACRES 265.21 LOT 192 1 .737 ACRES at SHEET 3 LOT I 58 1.246 ACRES LL 274.00 FALCON DRIVE 644.77. LOT I 93 667 ACRES S897614'W 859.60' N8629'14'8 509.013' I TRACT F LOT 198 2.344 ACRES L ow. 22"e LIO• T MEADOWLARK ZANE 3370,61* 42.3.107 ik „,, I LOT 197 2.223 ACRES 247.78•T T 891.52 LOT 96 1.844 ACRES NIA/30'02E 42 rA CZ. LOT 97 2.742 ACRES col „el LOT 98 3.31 I ACRES S863205'W 384.06' TRACT H 1 5.889 ACRES 1 S00'30'19'E 390.90' LOT 194 1 .847 ACRES (80,467 SQ. FIT 8 P18929' 4•I 320.69' 589141.14•V 416.82' LOT 195 1 961 ACRES 98910'05.5 mo.rt 4423, 5899205'W 397.59' LOT 131 1 .906 ACRES TRACT I -TEN' ITT .589271,571 LOT 196 1.780 ACRES LOT 95 2.506 ACRES LOT 94 2.1 03 ACRES 1431230/02E 416.59' tri LOT 93 2.867 ACRES NetooSVE 416 51' 111 jo-r-LiP• rr- I ewsrozNr- SHEET 5 .5862614'W 31822 - LOT 130 1 498 ACRES (65,245 SO FT I _ 3863202W 318.26'. 3 LOT 129 15 1.359 ACRES i 519.22^ I I LOT 123 1.703 ACRES 0.4 LOT 127 2.005 ACRES LOT 126 2.9 I 9 ACRES L -118919'57'E 246 72' LOT 128 1 .903 ACRES LOT I 24 2.8 1 3 ACRES s. T 118929'57'E 273.48•T T 4. LOT 125 2.436 ACRES EAST QUARTER CORNER SECI1ON 17, R.556. FOUND 46 REBAR MTH LS 20671 0 0 0 5891205" 573.89 TRACT G 4.67' 631990115'E 891.84/ LOT 122 1 632 ACRES CHICKADEE A5119705IST 481315l WAY 394.95' 381.02 50" mu LOT 1 14 ICUX ses LOT I 15 I .541 ACRES PROJECT NO: 2025099 7 LAI 11-1. LOT 118 IS I 248 ACRES '589•30.05'W 216.697 \ CHICKADEE WAY IC LEGEND Feel BOUNDARY UNE EASEMENT UNE RIGHT OF WAY UNE CENTERUNE ALIQUOT CORNER AS DESCRIBED FOUND MONUMENT AS DESCRIBED REO PLASPC CAP LS 36345 KEY MAP Stes cu Parks - Behalf of Majestic Snowing, LTC Colorado Licensed Pnafessional Land Surveyor M38348 PROJECT NAME: PELICAN LAKE CLIENT: TERRA FORMA DRAWN BY: SIP FILE NAME 2025099SUB 4 o et LT' <H 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. -.14444414 O c,L)g O—idct z gZZE icfiZott WELD COUNTY, COLORADO PROJ NO: PL CHKD: 1/28/2025 SHEET NUMBER FP1 MAJESTIC SURVEYING EIMESTIC SURVEYING LIG IM DIAMOND vAiLey DRIVE EIMMIONOSON EIS M660 CHECKED BY: SIP SCALE r=mo. SHEET 3 OF 13 MA.JESTIC SURVEYING CHECKED BY: SIP SUNVEGSIGUG mamma, mum OHNE el01. WINDSOR COMM.] SCALE 1,100' SHEET 4 OF 13 138 JrF 141 FOR INFORMATION ONLY - SEE RECORDED PLAT LOT 62 298 ACRES ).1 21 SO. FT.) S LOT61 2.170 ACRES (94.5195Q. FT.) mop• \ A WA Cl,, LOT 60 2.534 ACRES (110,39250. FT.) LOT 81 1.957 ACRES (85,253 SQ. FT.) 88' ' • LOT 82 2.173 ACRES \ (94.665 SO. FT.) • \ 7A \ \ • .59 LOT 59 3.144 ACRES (136.94050. FT.) 5\' r LOT 58 2.975 ACRES (129.572 SO. FT.) L -t-08931'45•W 28154'.----- C�- v' 1 FAIRBANKS DRIVE _ �• I 60' cos- Haas'90.70' LOT 102 2.485 AC RES (108.2305Q. FT.) L 282.88 8 1r LOT 103 2.457 ACRES (107.013 SO. FT.) 275.14 N00'8'15'E 420.08 N69'34.12•E 558.01' -BM/NAGS GA /NT - SOUTH QUARTER CORNER SECTION 17, T.3N., R.65W. FOUND /8 REBAR WITH - 3.25' ALUM. CAP LS 33642 1- 25.00' /I50' / / AmmarALW 50406 \ • • \J LOT 83 2.290 ACRES (99.758 SO. FT.) 7 PELICAN LAKE RANCH FILING NO. 2 / 989.30'050 384.08' LOT 84 2.614 ACRES (113.850 SQ. FT.) TRACT H 15.889 ACRES (692.134SO. FT.) • • • \ LOT 85 3.516 ACRES (153.179 SO. FT.) • 105 TRACT H // \ N N N3]55'18'E \66•ttEi• TRACT G 36.124 ACRES (1.573.564 SQ. FT.) 1/11/171 J ORA/NAGE BARMEN, MARV- 235A0Y 84.09' I- 8 JB'ROC CC ME /001!JS- 55 • • \ SHEET 4 _ J IL Neawwc -ORAp1AE EA.SEYENT- LOT 86 2.271 ACRES (98.924 SQ. FT.) LOT 104 2.104 ACRES (91,652 SQ. FT.) 15 I 1 r 1"- ,M 1858 �1\ U U1U\ 41 1 5 \ 1 \ O \\ 501'5S24•E 50',wu m LOT 92 \\ Wt 64.]x' J AMAX 1.. 1.628 ACRES \ m~ n00.914 SO. FT.) \\ \%\\ \ \ Te H a S LOT 91 1.600 ACRES \ (69.678 SO. FT.) \ 2J0'_-N83'4845E 338.]4 - - _ -\ ( _ 1 1- 7'3.3' � 5 I 5 1.4 J JOA5 N8910.05"E / 30.90'__J L-_--269.63' -_--J LEDYARD 452.73' __J 283.38' ROAD SOUTH 052]3' LOT 105 2.080 ACRES (90.62050. FT.) L 28428' F.' LOT 90 1.740 ACRES (75.805 SQ. FT.) LOT 113 2.458 ACRES (107.052 SO. FT.) L AI L - - - -508'30'05'E JN.39' I 8 1 88 $ L---- 589'30'05'E 344.31'-C LOT 89 1.746 ACRES (76.057 SO. FT.) r LOT 88 O1I 1.453 ACRES (63.280 SO. FT.) L. M935902' ISEIY 1]1.30' O61 'I 4 I LOT 107 LOT 106 I 2.332 ACRES 1.921 ACRES SS 1 (101.57650. FT.) (83.685 50, FT.) N 1 ' I I I I I I IL 1 J 61 \• \ (54.383 SO. FT.) I LOT 115 \ ' 1.541 ACRES I I I (67.14550. FT.) I 31.66' A 33 -5892.104.100W 218.89' J 8' 1 \ CHICKADEE 1 AR WAY I )8 1 § a coat ( � LOT 11.�; \ 1.665 ACRES 1 _,,,:5 , 5 (72.544 sO. FT.) ) w I u /. 5 I \ LOT 1 16 f \ I n \ 7.863 ACRES u \ I 7- 4, \\ (81,168S0. Ff.) \ J -N yr\\ •\ \��--1655\ LL) y,, 7�' �', ,N 3B5'A9 0 0. f ••\\\ - ,999T 5659459 N (6� O CO LOT 111 1.977 ACRES (86.1 12 SO. FT.) • 277.91' WCR32 089'32'52'W 1558.93' /o 11 LYCA/TD SF BY LY/MS HAT 599'301'05.5 393.75' LOT 110 1.831 ACRES (79.77350. FT.) C- 39175'. LOT 109 1.793 ACRES (78.123 SO. FT.) 589'43'19'5 420.34' \ 1 2 8 J 30' 400/ 21840Y TRACT G 36.124 AC RES (I .573,564 SQ. FT.) LBW B ORA/NAE EASEMENT -OPA4YAOE BAS£NENT- TRACT G 36.124 ACRES (1.573.564 SO. FT.) uo vTY o- 0PA/NAME EASES/TNT SOUTHEAST CORNER 9 f•s SECTION 17, T.3N., 0.650. § FOUND /6 REBAR WITH 25• ALUM. CAP '7532829 T ..%' /9W 0C AXE 108.,AJJ^ TRACT G /0'0091 0864/LB BY OMS HAT] 60'06 L OS/CE /LO/4JT NOTICE According to Colorado law you must commence any legal action based upon any detect in this survey within three years after you first discover such defect. In no evou may any action based upon any defect in this survey he eummenc ( more then am years from the date of the certification shown hereon. (13-80-105 C.R.S. 2012) 4,074400C,421P7 589'32'52"W 2663.99 NE IRSEC77ONSO OWNER.' ROYTWARDELL LIMO 7R2/ST 60 .15,45.' CC TIE /00/$00 SCALE 1'=100' LEGEND BOUNDARY UNE EASEMENT LINE RIGHT OF WAY LINE SECTION LINE CENTERLINE ALIQUOT CORNER AS DESCRIBED ■ FOUND MONUMENT AS °ESCRI , Q CALCULATED POSITION • SET 24' OF Al REBAR WIG I. RED PLAsnc CAP LS 38348 0 KEY MAP N.T.S. Q� SIC, al Parks - 0n Behalf of Majestic Surveying. LLC Colorado Licensed Professional Land Surveyor 435348 MAJESTIC SURVEYING CHECKED BY: SIP MaJESIIC SURVEYING L. IIII DIAMOND VALLEY DRIVE 11,100. WINI,300 CO80660 PROJECT NO: 2025099 PROJECT NAME PELICAN LAKE REVISIONS: DATE DATE 5-15-2025 CLIENT: TERRA FORMA DRAWN BY: SIP FILE NAME: 20250995UB SCALE 1,100' 5 SHEET 5 OF 13 /5'.6111 LEOY.A90 ST //RS RAT 60'FOA- X ANY gRIE /05/5/- 59',000 dC RA -/010/521 N OS NI. N 3 117 06.06 OZ JO' RAW Gear 100/711 JO'ROA A.R.; 101/3(7 /5'A4 MACAW1/RA BY BAS RAT NOTICE 8 _68910'15'W 447.40. • %; • — 21 \\\ \ • 1.678 ACRES ‘2I'g'\95\\\ LOT 27 589.3045'W 435.93' TRACT 23.060 ACRES BRAY B ORANAGEI EASEMENT L3 1-2 C73 1.1 LOT 25 1.1 12 ACRES PELICAN LAKE RANCH FILING NO. 2 SO' NA so' Ara 6459-3015*E 314.75' LOT 24 V ti it 889.3.3181 344.99' LOT 33 1.706 ACRES 0' 5891015-w 334.74 0 1 .1 12 ACRES 699r3015 -E 344.99' 4'2 1O LOT 22 1.1 12 ACRES 6 57 TRACT B 13.668 AC RES 122. LOT 21 513910'15.91 344.99' 7 LOT 20 1.208 ACRES LOT 18 1.243 ACRES LOT 17 1 371 ACRES 1.407 ACRES S89.30 15 407.59 LOT 15 According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. b no event may any action based upon any defect in this survey be commencul mote than ten years fiGm the dam of the certification shown hereon. (1180-103 C.RS. 2012) tsv 1.817 ACRES 3. LOT 34 After LOT 35 1.290 ACRES SHEET 8 "A07.74 LOT 180 • • S89.3015.91 366.60'. LOT 36 1.315 ACRES 989 Vw 36661 I IL • LOT 37 1.265 ACRES 589'3010w 370. LOT 38 • 1.300 ACRES rs LOT 181 • • • LOT 182 • 1.853 ACRES • .3011'W 372.21 LOT 39 1 359 ACRES 9691015'W 395.62' LOT 40 1.715 ACRES 569'3005 W 154.97' wasrACIVE 125.88' LOT 69 1.401 AC RES • (54.942 SQ. FT.) LOT 179 1.463 ACRES N. • • • LOT 183 2.408 ACRES L -586'58.13"E 336.5A - LOT 68 2.493 ACRES t. I NROTROWNV SHEET 6 MEADOWLARK PLACE 549 99 C245 LOT 66 1.907 ACRES Si, - 5. LOT 184 2.898 ACRES • • • • LOT 70 2.075 ACRES LOT 67 2.272 ACRES 338, 22169 50, NELL LOT 64 2.412 ACRES LOT 65 2.076 ACRES L, 7.72' • LOT 185 2.445 ACRES • • • TRACT F 69' NEU LOT 186 • 1.775 ACRES LOT 73 1.921 ACRES (83.681 San -3 LOT 71 1.453 ACRES 1.61 1 ACRES 89.51.29"E Rs LOT 75 1.716 ACRES • 1.266 ACRES J' i LOT 76 2.323 ACRES (101.209 SO. FT.) 267.40 fott, JO' I 549.9T ARAKAcrt- SOW' 040' :05 LOT 77 2.634 ACRES a 7 \a, 1.4 LOT 63 1.505 ACRES PROJECT NO: 2025099 PROJECT NAME PELICAN LAKE DATE 5-15-2025 CLIENT. TERRA FORMA DRAWN BY: SIP FILE NAME: 2025099SUB 7-1 T. • LOT 78 1.618 ACRE) SCALE 1,4100' LEGEND fee BOUNDARY UNE EASEMENT UNE RIGHT OF WAY LINE SECTION UNE CENTERUNE s ALIOUOT CORNER AS DESCRIBED El FOUND MONUMENT AS DESCRIBED O CALCULATED POSITION KEY MAP N.T.S. Colorado Licassed Professional Land Surveyor 438348 DATE 7 N00'29'45"W 50' ROR JO 'ROM Jr ROA Lr ALE l00/IA 14 _ 500'29'45'E 720.58' PELICAN LAKE RANCH FILING NO. 2 SHEET 1.112 S AC R 426 .2244 2.028 ACRES SO' IICIL SO' A21 (1 002.29821ASCOREFTS LOT 62 _Seezole•vi 398.32'. SITIA3A10W 40439' 1.478 ACRES LOT 13 I I II I I 1.199 ACRES _SLOT 42 1.577 ACRES LOT 43 • 1.389 ACRES , LOT 51 g N LOT 50 1.766 ACRES LOT 49 LOT 55 • LOT 56 11. 23.226 ACRES TRACT F N8951'45'4/ 175.7W 5 • • • • .5891018V 429.13' 1.654 ACRES TRACT A - 41 2\5.00' 7.7\\\ • 1.737 ACRES • LOT 45 2.176 ACRES LOT 46 V. m39'3015'1 321.61' 41 00029'45'0 580.02' 2.323 ACRES LOT 8 G105' 04/ 38930'15'w 354.37" LOT 7 2.778 ACRES P. • / 889.3015't 825.21' SOUTHWEST CORNER FOUND AS REBAR W1111 3.25 ALUM. CAP LS 38255 989.3021'w 770.24 TRACT U 4.866 ACRES FUTURE DEVELOPMENT 770.01' CG FEE l00/255 80028'39'W 280.00' • TRACT B • • IMAroll£0 Br 2 LOT 3 2.329 ACRES LOT 4 2.904 ACRES - IVCR 12 SO' ROA NOTICE According to Colorado law you must commence any legal action based upon any defect b this survey vrithin three years after you first discover such defect. In no cyan may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (13-80405 C.R.S. 2012) LOT 47 2.028 ACRES 95.65 25.00 560.60 431.80' LOT 2 3.083 ACRES LOT 1 2707 AC RES 989.33'21'E 732.53 • saisSIMYE 460.69' FAIRBANKS DRIVE szsungss- SO' AA \t‘ /1 TRACT G I 36.124 ACRES 103109' JIB' ROA AAA IRV .9V 1A6 RA LOT 61 2.170 AC RES • • • Tcr 2.534 (1 10.391 3.14 vase LOT 101 2.485 ACRI SOUTH QUARTER CORNER FOUND #6 RESAT 51TH — LS 33642 889'33.21 W 2663.90 (BASIS OF BEARINGS) SCALE 1-=10CF LEGEND BOUNDARY UNE EASEMENT UNE RIGHT OF WAY UNE SECTION UNE CENIERUNE II ▪ FOUND MONUMENT AS DESCRIBED KEY MAP Steven Parks - On Behalf of Majsstic Surveying, LLC Colorado Licensed Professional Land Surveyor 438348 MAJESTIC SURVEYING CHECKED BY SIP MAJESTIC SURVEYING LLC 11110.110,10VALLEVOIRIVI.10. WrHD9011 CO 60650 PROJECT NO. 2025099 PROJECT NAME: PELICAN LAKE REVISIONS: DATE 5-15-2025 CUENT. TERRA FORMA DRAWN BY: SIP FILE NAME 2025099SUB SCALE 1,100' 6 SHEET 6 OF I3 LOT 207 1.033 ACRES NORTHWEST CORNER FOUND 56 ROAR `MTH Lo 3.25' ALUM. CAP L9 38285 AR f11513BN, REG NO 16,4165 50' ROA CC ALE 100/71/ GC 1ZE WO/VI ROA LEACAEO AV P/AT OS 0 0 AY ROO BYRON CC ALE /AVM 171.E IR/Al BY IMB NOTICE CNE1918.24'E 176.5T3 (489s0181 216.98' — LOT 223 g 1.256 ACRES —503918'2R6 220.23' 50028'50'E 248.12' PELICAN LAKE RANCH FILING NO. 2 LOT 227 1.601 ACRES LOT 226 1.202 ACRES 68918'24'E 211.44' I I N01.51'10'E 810.08' TRACT 23.060 ACRES aftV/169A- 474.471. 14891814"E 175.70', in LOT 208 1.149 ACRES 0 .6 3000' _N8915'24'1 45667 30.00' 8. 1. L5903TA2c2R4Es _I IT,' g • LOT 209 — 1.474 ACRES 5891015'V 198.14' 999.3015.19 197.85'_ 989.30106 195,95' Itk 1 265 ACRES • • senors/ 275.24 LOT 28 1.397 ACRES • 1.612 ACRES E 2 LOT 225 US L 20.3r 229.28' Rifor LOT 210 2.057 ACRES LOT 31 1.894 ACRES 559,015"W 447.45' LOT 27 According to Colorado law you must comma,. any legal action bssed upon any deiss in this survey vrithin three years after you first discover such defect. In no evalt may any action based upon any defect in this survey be uommenced more than ten yssrs from the date of the cerflfication shown hereon. (13-S0-105 CR.S. 2012) I I SHEET 9 :1 ,,,ir \. -\ \ - i / 4 ..f' 1.542 ACRES I 1 • LOT 231 (71 i844025AsoCREFTS .) (91.882 SQ. FT.) )4891/314•E 451.52 \ \ ..\ -. 5 \: \\ 11891814"E 475.27' N89.1814•E 477.89' 5,1.803 ACRES \ 1.441 ACRES \_ A'fORIWAVDCANVE 5895619* j'W"'" N89.1814*E 46031' LOT 232 1.359 ACRES LOT 211 2.108 ACRES gi 1513, L2,630411-0Aso2c 3R. 3EF Ts LOT 212 2.146 ACRES (93.497 SQ. FT.) 22290 4 151.82' 304.74' LOT 213 2.350 ACRES BO' MAL 370.37' • 50' 11RI 55 5 • • • N89.50113"E 914.59' TRACT E 29.193 ACRES ABA, B SHEET 7 • LOT 239 1.720 ACRES • • • MOO 195.43 5 01 5 5 5 • • • • • • 39.31 LOT 175 Tt.. 1.547 ACRES • NS JO' BRIAR ROA / • • .L2607 Ac17R7Es • • • • • • • 2.390 ACRES 98918'24'E 550.19' TF 4.03 (175,5 41 iI LOT 253 LOT 252 I g LOT 251 g .8 LOT 215 LOT 216 1.184 ACRES 4. 8 L. 1.184 ACRES 4( 669.50'1EVE 595.87' 889.50187 706.33' • 2 218.05 1.764 ACRES \ t.'-‘ 5 't -Al. 1631:206T9 sQl 72F: ' ltle, LOT 174 I 5. , i..... \ —121O _ ▪ _ WA Ogg— / LOT 173 1.981 ACRES (86.290 SQ. FT.) PROJECT NO 2025099 • • LOT 166 1.327 ACRES J. • LOT 187 • PROJECT NAME PELICAN LAKE LOT 167 1.482 ACRE (64.564 SQ. I • • • • • 1-1 SCALE 1"—locr LEGEND BOUNDARY UNE EASEMENT UNE RIGHT OF WAY UNE SECTION uNE ra ALIQUOT CORNER AS DESCRIBED FOUND MONUMENT AS DESCRIBED RED PLASTIC CAP LS 38345 KEY MAP N.T.S. Ste, en Park., - On Behal I of Majestic Surveying. LLC Colorado Licenssd Professional Land Surveyor 030348 DATE DATE 5-15-2025 CUENT: TERRA FORMA DRAWN BY: SIP FILE NAME 2025099SUB 8 1.°1 cc DATE r 5/16/2025 I DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. A- 4141414141<N ° bz WELD COUNTY, COLORADO PROJ NO: PL CHKD: 1/28/2025 SHEET NUMBEF FP2 MAJESTIC SURVEYING CHECKED 80: SIP SCALE:D.100 14.6-MTIC SURVEYING. LLC DIAMOND VALLEY DIME..., WINDSOR CO B0660 SHEET 7 OF 13 MAJESTIC SURVEYING MAJESTIC SURVEYIN4 LLC 1111111.4.110MO VALLEY DRIVE M. WINDSOR. C080660 CHECKED BY: SIP SHEET 8 OF 13 139 141 FOR INFORMATION ONLY - SEE RECORDED PLAT /569 —n7f N00 83 /88. R TRACT Q 23.060 ACRES (1,004.493 SQ. FT.) UR, A. ORAMOE EASEMENT 05'R0w CC Rif 100/771 JO'ROI Cr AME /43417 Is- Row 0.0508]10 8, TMS HAT / NORTHWEST CORNER SECTION 17. T.3N.. 8.658. FOUND /6 BEBAR MTH [3.25' ALUM. CAP LS 38265 I.-1715'.5 /C,t EA..30-NT NOTICE 2 U IA LOT71 LOT 202 3.565 ACRES (155.298 SQ. FT.) S89'45'19'W 367.69' 30' MELT .SF/RlCW1 / _ 1 LOT 203 1.479 ACRES (64.432 SQ. FT.) S LOT 204 1.197 ACRES (52.125 SQ. FT.) 61' 'V L0172 NT3b.3g., -///1 / r PELICAN LAKE RANCH FILING NO. 2 154' L0178 516'48'27"W 153.39' 56' 0/.// /• ' /CJ LOT2(8 49 1.968 ACRES (85.725 SQ. FT.) //, 9' / /'---N80'od•22'w ----J / 3os.64. LOT 220 --1 /.9 1.168 ACRES L (50.861 SQ. FT) 207.374 se' 26.21' - LOT 205 1.220 ACRES I (53.131 SQ. FT.) $ "N89'50'18'E 176.86' I 1 CI LOT 206 le 0 1.099 ACRES 9 (47.877 SQ. FT.)/ 59.83' ( LOT 207 -, 1 .033 ACRES (44.988 SO. FT.) / i/g / Ir LOT 222 1.144 ACRES (49.840 SC). FT.) L0177 S S r\% LOT 241 2.645 ACRES (1 15,200 50. FT.) L 217.49'. coo21.56'59' ChB=569'55'53"E hL=378.34' R=993.66' L=380.67' / LOT 242 9 / 2.095 ACRES z•: / (91,246 SO. FT.) r. / / / LOT 111 ZEDJIldp 880.54- y5,E Ra'as 489,66'__ 370 -_CJ]t LOT 243 2.092 ACRES (91,146 S0. FT.) N8918'24'E 1184.4 5891624'W 1383.50'_ 1.45'. _- I r_--234.87_-_-7 I F_--__251.44'_____) I r L0178 \ \ \ \ \ \ y' 1 \ \• \ / / \ •• \ / JO,HxiMt EA.Y2¢/T TRACT CL/ REC NO 1118//5 15.691 ACRES -CP4UV4/£ECEO'AfNT- AEG N0 ,T1B1R14 (683.489 sp. FT.) ^ 2 -t-_— �__---y--- JO" NM r AEG NI; 113%71 �Y� — _ \ ----__ 14'NR ZA.,TI - I —T i J -r} I:FNMAP 58910'3O'E 32&78' ---J ___ it ===............ ---- filiii::-- _N:RS. NBY29'41rw244.mr`� \ 1 / J0'H31 Now --- \ \ /^8 p'( // \ \ RE0 NO WWI �\—\ —\\` Sp —\\ \\ \ • LOT 221 „4, �L' 8'\ \• — —` --` x95 \ \\ ! 1.606 ACRES / �S'(� / g. \ \ ��\ 6, \\ \ / (69.958 SQ. FT.) // J"// LOT 228 \\ \\ \ �7 /_ --_ • l \\\\ / ,' / 2.126 ACRES \ I 3 \ c307/ (92.590 50. FT.) - \ \ I JO•RAL2A,E FA29rNr ` 2s \\ \\ \ \ / NEC SC) 11/6//[5 - _ _ I I I RfG Asa /181611--- }.,\ -"/,, CT \\ —� 4�w \\ 1 II semar - —1. \�� \\\ ``� / I \\ / I / \> \• • I 7 \\ \ r-, .m'A949RIrAVw Ir l Nl \ -\ 8 ) LOT 229 --z 11\`' -�\ /,N2 .:asr6sJ / � /,!/ \ �'�/�\ \\ •\\ \\� \ // /// / 1.568 ACRES % — I /A, I S8 \ \ \ \ ---/ 'tr (68.312 SQ. FT.) 13''- T' '� I ) "i w .410. \\ . � .41.4- // \\ \\ \\ \ a \\\ /LOT 227 / 1.601 ACRES I'R-__ \\ £ \ / I '�'9 \ r�// \\\ \\ \\\\\\ \\ —J „p`i( (69.743 SQ. FT.) — — _ m \ / I t 1 / \+�\ \ \ \ EQ 1,'S I --/I77 ,H — \\ \\ I l !Q I 2.451 ACRLOT ES \, ur>. \\ \\ \\\ \\\ Q�Qe(PP• 370.64' \ / I F I (106.77650. FT.) ) 2 IIt W 6 , I, , iI L- L L-N99'50'18'E 212.67- J 1 LOT 230 \ / r ` I r 1.542 ACRES 'tip \\ / i 5'081' i -7 560.74'- _ SHEET 3 L01110 =261238" ChB-S67'37'10"E hL=554.01' =1221.67' L=558.87' LOT 244 2.159 ACRES 194,037 SQ. FT.) 004 J 'L _N6950'18'E 21596' LOT 223 1.256 ACRES (54.71 1 SQ. FT.) Aaording to Colorado law you must commence any legal action based upon any detect in this survey within three years after you first discover such defect. In no ever, may any action based upon any defect in this survey he commence) more than ten years from the date of the certification shorn hereon. (13-80.105 C.R.S. 2012) 6 00 LOT 109 N3523'55"E 150.38' S54'31'27"E_ 37.1Y�� 70.59' LOT108 N85'32'49"E 507.69' LOT 141 2.336 ACRES )101,74050. FT.) 15' CAS LAVE EAM14,NT_ NEC N0 1644265 N8917'45E 417.32' 11).67_—_ 5591020'W_ — TRACT T LEGEND BOUNDARY UNE - — EASEMENT LINE MOLT OF WAY UNE SECTION UNE CENTERLINE N AUOUOT CORNER AS DESCRIBED ▪ FOUND MONUMENT AS DESCRIBED O CALCULATED POSITION • SET 24' OF µ REBAR MTh I' RED PLASTIC CAP LS 38348 )67.1655Q. FT.) \ \ l —_--- .90^---- t".1� 9 L - \\ \ \ \ ----- --J/ G1 \ \\ . \ 14 LOT 226 1.202 ACRES (52,356 SQ. FT.) \ \ , \ LOT 237 1. LOTACRES1 \ \ yy \ 1 (97.862 SO. FT.) 2.709 ACRES ? \ (71.425 SQ. FT.) \\ \T\\ \ 15" OAS LAE Ew 2RN \'\% \ \ \ \\ \\ m. \` CEO AYt 1641/05 \ t N6918'24'E 478.27' SHEET 8 o'071 \ \ \ \ \ \ \ \ \ \ \\ • \ \ • \ 694.42' \ •\ • \683'31'37"E / / / // __ \-169.05----\ 334.59'- -- /8'.40F \_NEC NO .12.506.3,)/A F\ \ TRACT J \\\ `1.N \ 4.031 ACRES \ LOT 240 \ \ t i \ (175.599 SQ. FT.) 2.390 ACRES \ \ i \ Una,: (104.1 16 50. FT.) \ v \ \ i \ ORA/NACE EASENENT \ \ `i \ 56916.24',7 5327.58' /5' 0„,,,,,,,,,,,,,,,,,,- N. --. F1 \..„. AEG NO 1644/65 l 410.40 TRACT I T 68916'24' H I —/too ) TED SCALE ,•=100' PS— Q� .Steven Parks - On Behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Surveyor #38348 LOTA7 94.98 — I w I O I a I I I V 11% LOT 241 2.645 ACRES (1 15.200 SQ. F I 217.49' MAJESTIC SURVEYING CHECKED BY: SIP KAJESIIC SURVEYING LLC 01.0,40 VALLEY DRIVE M04. 050300 CO80660 PROJECT NO: 2025099 PROJECT NAME PELICAN LAKE REVISIONS: DATE DATE 5-15-2025 CLIENT: TERRA FORMA DRAWN BY: SIP FILE NAME: 20250995U6 SCALE: 1'•100' 9 SHEET 9 OF 13 LOT 174 SHEET 12 2.028 ACRES • 30957757" 11605. PELICAN LAKE RANCH FILING NO. 2 43 c. 1.521 ACRES TRACT IN z‘ LL -I 71.70... _58621.47"W 153.84. --• •.4...,..1?_ ';',;[...---;3c.,343-44N 1:5860586.3:149:9:::2A:ECSOR.30:S"..4:3: -677. 1 RFC Mt /MOOT NEC Na ..rn/xeor FC h. I • NEC NO 17806,47 • LOT 267 LOT 270 4 , 1.408 ACRES • 1.723 ACRES jalW I. LOT 265 ni 3.720 ACRES , • • TRACT R 31.673 ACRES 50' NiZZ TRACT R 31.644 ACRES 58957.155" IS 180' ht2 f180812 • S00'22'25"W 4167.50' $0012.2.5"W 5274.99' 203 SCALE 1-=Itlo' LEGEND BOUNDARY UNE EASEMENT UNE RIGHT OF WAY UNE SECTION UNE CENTERUNE AUOUOT CORNER AS DESCRIBED • FOUND MONUMENT AS DESCRIBED NOTICE According to Colorado law you must commence an legal action based upon any defect in this survey within three years Mier you fast discover such defect. In no even may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (13-80-105 C.ILS. 2012) KEY MAP N.T.S. PRELIMINARY Steven Parks -On Behalf of Majestic Sun ing, LLt Colorado Licensed Professional Land Surveyor 0353.Is PROJECT NO: 2025099 PROJECT NAME PELICAN LAKE DATE DATE 5-15-2025 CLIENT TERRA FORMA DRAWN BY: SIP FILE NAME: 2025099SUB 11 NOTICE According to Colorado law you must commence miy legal action based upon any defect in this sumo within three years after you first discover such defect. In no event may any action based upon my defect in this survey be commenmd more than ten years from the date of the cenification shown hereon. ) I 3-80-105 C.R.S. 2012) COT 99 SCALE 1'400' KEY MAP LOT 128 PELICAN LAKE RANCH FILING NO. 2 TRACT I 32.951 ACRES unarro- ORA/NAQ, EASEMENT 1400 00' 001150 LOT 180 LOT 170 -ORANAIX EASEMENT - 141 oo 60.65* TRACT R 31.644 ACRES 50' Me21 372'24'32"W 54.58' CNI 04 REV As1 ..r7/1050 50' APR.- EASEICAV RFC No 116.33' LOT 138 ete so' Amex,- rzsedenT RFC MO 17840.2 N89•44.54"E 373.40' ill SOUTH OUARTER CORN. FOUND 96 REBAR 61114 LS 20671 N5918'24"E 741.25' FOUND pa REBAR 111111 LS 23501/ PRELIMINARY Steven Pals - On Behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Surveyor 438318 SECT/ON 15 S89'41'00''W 2560.65' MAJESTIC SURVEYING CHECKED BY SIP MAJESTIC SURVEYING LLC 11110.110,10VALLEVOIRIVI.104 WrHD9011 CO 60660 PROJECT NO 2025099 PROJECT NAME: PELICAN LAKE REVISIONS: DATE DATE 5-15-2025 CUENT. TERRA FORMA DRAWN BY: SIP FILE NAME: 2025099SUB SCALE 1,100' 10 SHEET 10 OF 13 KEY MAP SCALE 1"=100' LEGEND BOUNDARY LINE EASEMENT UNE RIGHT OF WAY UNE SECTION UNE CENTERLINE N ALIQUOT CORNER AS DESCRIBED • FOUND MONUMENT AS DESCRIBED RED PLASTIC CAP LS 38148 , NORTHWEST CORNER 3.2S; ALUM. CAP /3' UldUlY PRELIMINARY 1/10/1 TYPICAL LOT LOT EASEMENT DETAIL SCALE l'=100' PELICAN LAKE RANCH FILING NO. 2 469'35'54'E 26324V LOT 172 NOTICE LOT 282 1.919 ACRES LOT 775 • 1.331 ACRE: LOT 256 Si I 1.205 ACRES • 1.462 ACRES • LOT 258 S,7921.20 -E 5950/ 2.073 ACRES • • 1.585 ACRES LOT 280 • / ROC MO .171/550 LOT 259 2.621 ACRES 1 :g„ 1.684 ACRES 3.720 ACRES TRACT 0 001174 According to Colorado law you mum commence any legal action based upon any defect in this survey within three years after you first discover such defect In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (13.80-105 C.R.S. 2012) • LOT 276 ,,'-:, /"EpOl • /327 LOT 275 1.541 ACRES • LOT 272 2.028 ACRES • LOT 271 • 1.521 ACRES N25. 19 E S8T19' TE 22 80' kki LOT 262 1.628 ACRES 361.61 0332 — 162.7ET 361.40' 7 _,,.kr _ LOT 274 1.458 ACRES it ig 323.50' LOT 263 8 1.580 ACRES ReC 1184801 LOT 264 1.702 ACRES sacr3r35.1 361.40' I sk • N• 1.767 ACRES LOT 268 1.215 ACRES SHEET II lt 53 NORT.1 QUARTER CORNER FOUND 96 REBAR WITH 3.25' ALUM. CAP LS 33642 RIC 2172282 DATE PROJECT NO 2025099 PROJECT NAME: PELICAN LAKE DATE 5-15-2025 CUENT: TERRA FORMA DRAWN BY: SIP FILE NAME 2025099SUB 12 120 11 DATE r 5/16/2025 I DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. N- 41414141414-41 z DOVml WELD COUNTY, COLORADO PROJ NO: PL CHKD: 1/28/2025 SHEET NUMBEF FP3 SHEET 10 MAJESTIC SURVEYING CHECKED BY SIP MIOETIC SURVEYING. LLC DIAMOND VALLEY DIME..., WINDSOR CO B0660 SHEET n OF 13 Steven Parks - On Behalf of Majestic Surveying. LLC Colorado Licensed Professional Land Surveyor #38348 MAJESTIC SUIRVEVIN4 LLC LMOM0 VALUDIRIVE 0104 ,q1,11,51 CO80660 CHECKED BY: SIP SHEET 12 OF 13 140 141 FOR INFORMATION ONLY - SEE RECORDED PLAT CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CH BEARING CI 295.78' 400.00 42'22'03- 289.09' N6819'13"E C2 148.34' 48 2 0.033505, 5 0 146.1 ' 8 564'08'08"W 03 122.35' 370.00' 18'56'49' 121.80' 82616'517 C4 125.45' 400.00' 1758'11" 124.94' 526'46'10"W 05 125.29' 400.00' 1756'46' 124.78' 508'48'41"W 06 339.62' 400.00' 48'38'51' 329.51' 52479'07'E 07 337.29' 400.00' 4818'48" 327.39' N24'39'09"W 08 174.73' 300.00' 33'2717 172.27' N1611'23"E C9 1660.19' 775.00' 122'x'16' 1360.47' 52829'317E C10 230.22' 400.00' 32'58'38" 227.06' N73'38'57E 011 73,20' 400.00' 10'29'07 73,10' NO522'49"E 012 64.20' 250.00 14'42'46" 64.02' 40748'02"W 013 68.73' 250.00' 151740' 58.54' 50730'34"E C14 235.76' 350.00' 38'35'38' 231.33' N19'09'34'W C15 143.70' 400.00' 20'3592' 14293' 648'44'54"W C18 269.82' 500.00' 305345" 266.38' 674'42'49'W 017 228.59' 500.00' 2611'41' 225.61' 44010'07'W 018 32.56' 400.00' 4'3952" 32.58' 5330359"W 019 783.49' 800.00' 54'40'50" 734.84' 62711'02"W 020 247.72' 250.00' 56'46'20" 237.71' 828'32'33"E 021 400.92' 400.00' 5725'39' 384.35' 5281254'W C22 143,05' 400.00' 2029'27" 142.29' S10'44'38'E 023 143,05 400.00' 20'29'27" 142.29' N10'44'38"W 024 395.19' 250.00' 90'3415" 355.31' 644'4712"E C25 398.55' 400.00' 5705'18' 382.27' 56123'01'E C26 51.51' 400.00' 772'41" 51.47' 52856'57'E 027 171.85' 400.00' 25'28'32" 175.39' 512'3320'E C28 109.18' 250.00' 2501'19" 108.31' N7713'03"E C29 173.10' 400.00' 24'47'41" 171.75' 57796'14"6 030 141.38' 90.00' 9000'08' 127.28' 944'30'01"E 031 134.88' 400.00 191727' 134:04' 510O839"E 032 165.45' 400.00' 23'41'58' 164.28' 578'39'47E 033 167.20' 400.00' 23'5700" 185.99' 554'50'18"E 034 298.11' 400.00' 42'42'07" 291.26' 521'3045"E 035 200.81' 400.00' 26'45'50' 196.71' N14'32'37"W 036 392.70' 250.00' 90'0000' 353.55' 54529'55"E 007 103.89' 400.00' 14'52'54' 103.60' 535'2226"E 035 326.81' 400,00 46'48'42" 317.79' 58613°14"E C39 267.21' 300.00' 51'02'00" 258.46' 572°42'07W 040 358.77' 250.00' 81'45'56' 327.26' N40'53'55'W 041 291.77' 250.00' 66'52'09" 275.49' 55656'21"W C42 392.70' 250.00' 90'00'00' 353.55' 544'3735"E 043 30.03' 1037.78' 1'39'28' 30.03' 559'35'28'W C. 30.08 1039.06' I '39'16- 30.00' 56114'25'W C45 1130.81' 7/5.00' 83'36'02" 1033.13' 5085529"E 046 529.38' 775.00' 3998'14' 519.15' 57017'37'E C17 112.43' 340.00' 1856'49" 111.92' 82616'517 048 132.27 400.00' 18'5649" 131.67' 82616017 049 3.10' 400.00' 026'39" 3.10' N35'31'56"E 050 129.17' 400.00' 18'3010' 12B.61' N2603'307 051 116.04' 370.00' 1758'11" 115.57' S264810"8 052 134.86' 430.00' 1758'11' 134.31' S26'46'10'W 053 6.80' 430.00 054'2, 6.60 535'1804'W 054 128.06' 430.00' 1703'49" 127.59' 62618'58'W C55 115.89' 370.00' 1756'46' 115.42' 508'48'41"W C58 134.88' 430,00' 1756'48" 134.13' 5013,9777 057 33.72' 370.00' 513'20' 33.71' 5151024"W 058 82.17' 370.00 12'43'25" 82.00' 5061201'W 059 365.10' 430.00' 48'38'52' 354.23' 52429'05"E C60 2.40' 430.00 01913" 2.40' 50019'18"E 061 265.42' 430.00' 3522'00" 261.23' 51899.5,E 082 93.27' 430.00' 1225'42' 93.09' 54203'46"E 063 314.15' 370.00' 48'3851" 304.80' 5242807E C64 275.08' 370.00' 4235'49' 268.79' 52127'36'E 065 39,07' 370.00' 89303' 39.06' S45'4702'E C66 362.59' 430.00' 4815'48' 351.94' N24'39'09"W 067 31200' 370.00' 1818'49" 302.83' 624'39'10'00 068 104.86' 430.00' 1358'22' 104.60' N41'49'22'W C69 257.72' 430.00' 3420'26" 253.68' NI 71998'W 070 37.06' 370.00' 544'22' 37.05' 1445'56'23'W PRELIMINARY 51even Parks - On Behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Survcyor #38348 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CH BEARING Cil 155.20 370.00' 28'40'44" 183.27' 628'43'50"W 072 89.73' 370.00' 13'53'43' 89.51' 507'26'37"W 073 29.73' 83.00' 20'31'16' 29.57' 58014'07'E 074 26.45' 137.00' 1153'55" 28.40' 67555'26"W 075 80.36' 287.00' 1714'43' 80.06' 589'30'15'W 076 24.53' 153.00' 6'3721' 24.51' 148511'347 077 24.78' 163.00' 6'4235" 24.76' 686'08286 078 81.18' 267.00' 1725'15' 80.87' 989°30'15"E 079 27.94' 137.00' 11'41'03' 27.09' N74'57'06"E C80 29.54 83.00' 2023'41' 29.39' 07918'25'W 081 192.20' 330.00' 3322'17' 189,50' 141611°23'E CB2 157.26' 270.00' 3322'17' 155.05' 81611'23'E C83 121.17' 270.00' 25'42'49' 120.16' 91221'40'7 084 36.09' 270.00' 739'28' 36.06' 92902'48'E CBS 72.45' 330.00' 12'34'43' 72.30' 626'35'10"E 088 119.76' 330.00' 20'4733' 119.10' N09'54'02"E C87 1143.86' 805.00' 81'24'50' 1050.03' 50749'53'7 088 1595.92' 745.00' 122'44'16' 1307.81' 52829'367 C89 5.58' 805.00' 023'50' 5.58' 532'40'3700 C90 174.60' 805.00 1225'37' 174.25' 52615'53'W C91 177,48' 805.00' 12'37'56' 177,12 513'4497'W 092 161.92' 805.00' 11'31'29" 161.85' 501'39'25'W C93 178.51' 805.00' 12'42'19' 178.14' 51027'29"E 094 170.34' 805.00' 1207'27' 170.03' 5225227E C95 109.66' 805.00' 748'17' 109.57' 53250°14'E C96 165.78' 805.00' 11'47'57' 165.48' 642'38'20"E 097 173.90' 745.00' 137227' 173.51' 526'11'18'# C98 282.85' 745.00' 21'45'17 281.16' 508'37'29"W 099 269.00 745.00' 20'41'18' 267.55' 512'35'46"E 0100 347.24' 745.00' 26'1219' 344,10' 5361735E 0101 281.82 745.00' 21'40'27' 280.15' 56028'58"E 0102 3001' 745.00' 218'30' 30.01' 57275'25'E 0103 211.09' 745.00' 161404' 210.38' 561°44°43"E 0104 346.04' 65.00' 305'01'38 60.00' 54921'06"E 0105 43.90' 65.00' 3841'43' 43.07' 563'48'51'4 C106 60.66' 65.00' 532757' 58.48' 53744'01"W 0107 115.09' 65,00' 10126'41' 100.63 53943'187 0108 126.40' 65,00' 1112516' 107.41' N3350'470 0109 67.71' 370.00' 10'29'07' 67.62' 40522'49"E 0110 78.69' 430.00' 10'29'07' 78.58' 60522'49"E C111 346.04' 65.00' 30501'38' 60.00' 57922'37'E 0112 43.34' 65.00' 3811'58' 42.54' 632'47'27"6 0113 99.26' 65.00' 8730'31' 59.90' 830053'411 C114 203.43' 65.00' 17919'09' 130.00 516'31'237 C115 126.68' 287.00' 251727 125.65' 512'30'26"E 0116 46.57' 108,00' 24'42'28' 46.21' 812°4753'W 0117 49.69' 108.00' 26'21'36- 49.25' 512'44'09-W C118 259.13' 242.00' 51'21'10' 246.93' 604°45°31"W 0119 51.53' 83.00' 35'34'27' 50.71' 51738'58"E 0120 215.55' 320.00' 38'35'38' 211.50' N190934, 0121 255.96' 380.00' 38'35'38' 251.15' 619'09°34"W 0122 27.91' 380.00' 412'31' 27.91' 83621°07W 0123 228.05' 350.00' 34'23'07' 224.64' N1703'1B71 0124 132.93' 370.00' 20'35'02' 132.21' N46°44'54"8 0125 154.48' 430.00' 20'35'02' 153.65' 848'44°54'W 0126 125.76' 430.00' 184573' 125.31' N465094'W 0127 28.73' 430.00' 3'49'39' 28.72' 657057'36'W C126 346.04' 65.00' 30501'38' 60.00' 530'57'35'W 0129 104.09' 85.00' 91'15'25" 93.32' 575'10'32'7 0130 69.66' 65.00' 6124'28' 66.38' 00054'25'W 0131 67.24' 65.00' 76'54'01' 80.64' 570O3'39'W 0132 85,04' 65.00' 745744' 79,10' 83400°26"W 0133 247,49' 430.00' 32'58'38" 244.09' 973°36'57'E C134 212.96' 370.00' 32'58'38' 210.03' 873'38'57"E 0135 56.88' 430.00' 7'34'45' 56.84' N6097'00'E 0136 190.61' 430.00' 2573'53' 189.05' N7726'19'E 0137 317.96' 430.00' 422203' 310.77' 96819'14-E 0138 273,60' 370.00' 4222'03' 267.41' 48819'13"E 0139 143.44' 370.00' 221244" 142.54' N7873'537 0140 42.74' 370.00' 5'3704' 42.71' 953'58'59"E NOTICE PELICAN LAKE RANCH FILING NO. 2 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CH BEARING 0141 87.42' 370.00' 13'32'15" 87.22' N53'54'20"E 0142 154.91' 430.00' 20'38'27" 154.07' N79.1 7027 0143 31.86' 430.00' 414'42" 31.85' N66'44'27E 0144 131.20' 430.00' 1728'54" 130.69' N55'52'39"E 0145 166,15' 280,00' 33'59'53' 163.72' 664'08'08"W 0146 130.54' 220.00' 33'59'53" 126.64' 964'05'06"W 0147 1895' 220.00' 455'31" 18.97' 549'36'27'W 0148 111.57' 220.00' 29'03'22" 110.38' 566'36'24'W 0149 46.26' 280.00' 92756" 48.21' 576'24'07W 0150 119.89' 280.00' 24'31'57' 118.97' 55924'10"W 0151 346.04' 65.00' 30501'38' 60.00' 50851'55"W 0152 4291' 65.00' 3749'11" 42.13' 53731'51"W 0153 100.62' 55.00' 88'41'37" 90.87 67912'45"W 0154 65.67' 65.00' 5753'04" 62.91' NO555'24"W 0155 63.19' 65.00' 55'4212" 60.73' N50'5214"E 0156 73.86' 55.00' 64'55'34' 69.78' 568'48'53"E 0157 346,02' 65.00' 30500'26" 60.02' N8958'53'W 0158 132.29' 85.00' 116'36'25' 110.81' 50410'53'7 0159 91.39' 85.00' 80'33'16" 84.04' 68536'03'W 0160 122.35' 65.00' 10750'45" 105.07' 608'35'58"E 0181 153.15' 370.00' 23'42'57 15206' 51326'087 0162 179.66' 430.00' 23'56'19" 178.35' 51319'27"E 0163 17.63' 430.00' 220'59" 17.83 502'31'47"E C164 155.34' 430,00' 2071'56' 154.50' 5149314E 0165 6.68' 430.00' 053'24' 6.68' 524'50'54"E 0166 48.73' 370.00' 732'46" 48.70' 5290359"E 0167 58:63' 430.00' 732'46" 56.59' 52903'59"E C168 47.65' 370,00' 722'41" 47.61' 528°58°57E 069 1,09' 370.00' 01005" 1.09' 53245'20"E 0170 34.57' 430.00' 4'36'24" 34.56' 52735'48"E 0171 22.06' 430.00' 256'22" 22.06' 53122'11"E 0172 368.66' 370.00' 5705'18' 353.60' 561'23'017 0173 428.44' 430.00' 5705'18- 410.94' 56123'01"E 0174 60.54' 370.00 92231" 60.48' 53731'38"E 0175 308.12' 370.00' 474247" 299.29' 66654'177 0178 185.80' 430,00' 24'45'27 184.36' 54513'06"E 0177 239.80 430.00' 31'5706" 235.70' 573'34'23"E 0178 2.84' 430.00' 022'44' 2.84' 589'44'18"E 0179 347.77' 220.00 90'34'15" 312.67' N44'4712"E 0180 442.61' 280.00' 90'34'15' 397.95' N44'4712E C1B1 78.23' 280.00' 16'00'27' 77.97' N82O4'07E 0182 134.67 280.00' 2733'30' 133.38' N60170B"E 0183 106.69' 280.00' 21'49'56' 106.05' N35'3025"E 0184 123.02' 280.00' 2510'22" 122.03' N12'05'167 0185 341.89' 220.00' 8902'27' 308.51' 545'33067 0186 5.87' 220,00' 1'31'48' 5.87' NO01059"E 0187 153.78' 430.00' 20'29'27 152.96' 610'44'3800 0188 132.32' 370.00 20'29'27" 131.82 N10'44'38"W C1B9 92.39' 430.00' 1218'37 92.21' N0639'13"6 C190 61.40' 430.00' 810'50' 61.34' 141653'57W 0191 49.15' 370.00' 736'42" 49.12' N1711'01"W 0192 83.17 370.00' 12'52'45" 82.99' 40656'17B 0193 132.32' 370.0 20'29'27 131.62' 510'44'387 0194 153.78' 430.00' 20'29'27" 152.98' 61044'387 0195 107.88' 370.00' 16'42'20' 107.50' 512'38'12"E 0196 24.44' 370.00' 3'47'07' 24.44' 50223'29'E 0197 46,78' 430.00' 61358 46.75' 503'36'54"E 0198 107.01' 430.00' 1415'29" 106.73 513'51'37"E C199 345,58' 220.00' 9000'00' 311.13' 645'29'55'W 0200 439.82' 280.00' 900000" 395.98' N4529'58W 0201 346.04' 65.00' 30501'31" 60.00' N89'30'05"E 0202 1.05' 220.00' 018'20' 1.05' 589'38'15'W C203 344.53' 220.00' 89'43'40" 310.39' 94521'45"W C204 85.77' 65.00' 75'36'24' 79.88 52412'42"W 0205 108.75' 65.00' 9551'28" 96.50' 561°31'14"E 0206 151.52' 65.00' 133'3346" 119.47 003'46'09"E C207 139.39' 280.00' 28'31'21' 137.95' 81445°38'W 0208 138.96' 280.00' 2828'05" 137.54' 84314'19"W C209 117.39' 280.00' 2401'15" 116.53' 9692759'W 0210 44.09' 280.00' 991'19' 44.04' 66559'16'W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CH BEARING 0211 370.85' 370.00' 5725'39" 355.52' 52812'54"W 0212 430.99' 430.00' 5725'39' 413.17' 52B1254'W 0213 18385' 370.00 2828'14' 181.97 513'44'12"W 0214 30.16' 370.00' 4'40'13' 30.15' 53016°25'W 0215 156.84' 370.00' 241711' 155,66' 544'4708'W 0216 93.75' 430.00' 1229'33' 93.57 505'44'51"W 0217 128.42' 430.00' 17'06'47 127.94' 520°32°58'W 0218 30.12' 430.00' 40047 30.11' 53106'43'W 0219 178.69' 430.00' 23'40'37' 177.41' S4551'25"6 C220 217.99' 220.00' 56'46'20' 209.18' N28'32'33'E 0221 277.44' 280,00 58'46'20' 266,23' N28°32°33"E C222 3239' 260.00' 6'3747 32.37 N53'36'53'E C223 245.05' 260.00' 50'0639' 237.30' 6251343/ C224 792.12' 830.00 54'40'50" 762.40' N2711°0719 C225 734.86' 770.00' 5470'50' 707.28' 14271192"W C226 57.73' 830,00' 359'06' 57,71' N0150'09'8 0227 45.03' 830.00' 306'29' 45.02' N052257'W C228 261.29' 830.00' 18'0213' 260.21' N15'57'18'W C229 170.17' 830,00' 1144'19' 169.87 N3050'49'8 C230 257.91' 830.00' 174814' 256.87' N45'3720"W C231 101.91' 770.00' 7'35'00' 101.64' 603'38'07-W C232 263.73' 770.00' 19'3728" 262.45' 41714'20'W C233 317.99' 770.00' 23'39'41" 315.73' 638'5255'00 0234 51,22' 170.00' 3'48'47 51.21' N523706"8 C235 35.01' 430.00' 4'39'57 35.00' 53303'59"W 0236 30.12' 370.00 4'39'52" 30.11' 53303'58N 0237 10.71' 370,00' 1'39'31' 10.71' 534'34'10'W C238 19.41' 370.00' 300'21' 19.41' 53214'14'W 0239 345.04' 65.00' 30501'38 60.00' 00016'18'E 0240 105.06' 55.00' 92'36'35' 93.99' N7403'48'W C241 71.13' 65.00' 6241'44' 67.63' 52817'05'W C242 87.34' 65.00' 5921'43' 64.37' 532'44'38'E C243 102.51' 55.00' 9021'31' 92.21' 97223'47! C244 98.08' 220,00' 2501'19' 95.32' 47713'03'E 0245 122.28' 280.00' 2501'19" 121.31' 9771303E 0246 160.12' 370,00' 244741' 158,87' 53706'14'W 0247 185.08' 430.00' 24'47'41' 184.63' 577'06'14'W 0248 63.58' 430.00' 82819' 6352' 868'55'33'W C249 122.50' 430.00' 1619'22' 122.09' 58120'24'W 0250 9.38' 370.00' 1'2707' 9.38' 56525'57'W 0251 50.17' 370.00' 746'08 50,13' 570O2°34'W C252 100.58' 370.00' 15'34'28" 100.27' 5Bt'42'51'W 0253 12458' 370.00' 191727' 123.99' 5100838E 0254 144.78' 430.0D' 1917'27 144.09' 510'00'387 C255 98.40' 430.00' 13'06'47 95.19' 50703'161 C256 48.37' 430.00' 61045' 46.35' 516'42'00"E 0257 346,04' 65.00' 30501'38' 60.00' N7012'38E 0258 92.79' 55.00' 814725' 85.11' N4124'29"6 C259 102.68' 55.00' 90'30'48 92.33' N4,44'37E 0260 43.56' 65.00' 38'2339' 42.75' 57818'10"7 0261 107.01' 65.00' 9419'47' 95.33' 50425°27"E 0262 34.40' 100.00' 19'42'35' 34.23' N80°38'37'8 C263 94.25' 60.00' 90'0098' 84.85' 644.30.01E C264 225.88' 100.00' 129'25'18' 180.83' 644'30'01'E C265 157.36' 100.00' 9009'37' 141,62' N6407'52'E 0266 6852' 100.00' 3915'41' 67.19' N00'34'48'W 0267 34.40' 100.00' 1942'35' 34.23' 51021'21'E C268 346.04' 65.00' 30501'38' 60.00' 58929'57"W 0289 17192' 85.00' 150'45'06' 125,79' 141321,7'W 0270 175.02' 65.00' 15416'32' 126.74' 51497'24'W 0271 346.04' 55.00' 30501'38' 60.00' 56194'28"W 0272 118.48' 65.00' 10426'11' 102.75' 53913'15'E C273 79.40' 65.00' 6959'22' 74.56' 547'59'32'W C274 99.99' 85.00' 889805' 90.42' N52°56'45"8 0275 48.18' 65.00' 42'2759' 47.08' 91221'18'E 0276 215.67' 430.00' 28'45'50' 213,51' 514'32'37"W 0277 185.75' 370.00' 28'45'50' 183.61' 514'32'57'W 0278 152.34 430.00' 201757' 151.55' 41018'40'W C279 32.35' 430.00' 418'36' 32.34' N22°36°57"W 0280 31.18' 430.00' 499'17 31.17' N26'50'53W According to Colorado law you must colnmmce any legal action based upon any defect in this survey within three yea -541.774u first discover such defect. N no evrnl may arty action baud upon any defect in this s9vcy be conartcnced mou than Icn years fromtlx date ad= certification shown hereon. (13-80-105 C.R.S. 2012) CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CH BEARING 0281 152.89' 370.00' 23'40'34" 151.81' NI150587/ C282 32.86' 370.00' 505'17" 32.85' 62822'53"W 0283 27526' 370.00' 42'42'01- 269.42' 521'30'457 0284 320.47' 430.00 42'42'02- 313.11' 521'30'45"E 0285 79.42' 370.00' 121753' 79.26' 50618'38"E 0286 196,34' 370,00' 30'24'14' 194.04' 52739'41"E C287 192.07' 430.00' 25'35'37 190.48' 512°5728"E 0288 38,43' 430.02 50716" 38.42' 52818°52"E 0269 89.97 430.00' 1159'11' 89.81' 53652'09'E 0290 179.74' 430.00' 235700" 176.44' 554'50'18'E C291 154,66' 370.00 23'5700' 153.54' 55450'187 0292 26.48' 370,00' 406'04" 26.48' 544'54'507 0293 40,17' 370.00' 61316' 40.15' 55054°31"E 0294 88.00' 370.00' 13'3740" 87.80' 559'59'58"E 0295 2876' 430.00' 350'03' 2827' 564'48507 0298 40.13' 430.00' 520'49' 40,11' 54922'187 0297 110.84' 430,00' 14'46'07 110.53' 559'25'44"E 0298 153.04' 370.00' 23'41'58' 151.96' 578'39'477 0299 141.58' 430.00' 1851'55' 140,94 57814467 0300 346.04' 65.00' 30501'38 60.00' 58929'14"W 0301 115.58' 55.00' 1015705" 100.99' 51203'037 0302 72.12' 65.00' 63'34'05' 68.47' 570°42'32"W C303 65.05' 65.00' 5720'17" 6237' 84850'17"W 0304 93,22' 85.00' 8210'11' 85.43' N2034'57'6 0305 346,04' 65.00' 30501'38' 60.00' 58950'18'W C306 107.48' 65.00' 94'44'19' 95.65' 51516'21'E 0307 143.74' 65.00' 1264211' 118,19' 964'35'07"8 0308 94.82' 65.00' 8335'08' 86.64' 620°33°33'E C309 253.44' 470.00' 30'53'45' 250.38' 674'42'49'W C310 285,79' 530,00' 30'53'45' 282.34' 674'42'49"W 0311 250.93' 470.00' 30'35'23" 247.96' 674'52'00"W 0312 2.51' 470.00' 018'27 2.51' 659'25'06"W 0313 242.31' 530.00' 2611'41' 240,20' 64610°07"W 0314 214.68' 470.00' 2611'41" 213.01' 64010°07"W 0315 156.79' 530.00' 1856'59' 156.22 N50'4727W 0316 85.52 530,00 91441' 85.42' N3747377/ 0317 18848' 470.00' 22'58'27 187.20' N44'33'30'W 0318 26,42' 470.00' 31314' 2641' 65799°20"W 0319 96.10' 370.00' 1452'54 95.83' 535'22'26'E C320 111.69' 430.00' 1452'54' 111.37' 535'22'26'E 0321 57.52' 430,00' 739'50" 57.47' 531'45'54"E 0322 40.14' 430.00' 52255" 40.13' 53816'16"E 0323 14.03' 430.00' 152'10' 14.03' 541'52'48'E C324 351.32' 430.00' 46'48'42- 341.63' 5661317E 0325 302.30' 370,00' 46'48'42- 293.98' $6613'147 0326 65.67' 370,00' 1010'10' 65.59' 54753'587 0327 30.11' 370.00' 4'39'45- 30.10' S55181551 0328 206.52 370.00' 3158'48' 203.84' 573'38'11'7 0329 83.71' 430.00' 1109'13' 83.58' 548'23'30"E 0330 30.08' 430.00' 400'29' 30.07 555'58'21'E 0331 166.62' 430.00' 2212'03' 165.58' 56904'37! C332 70.91' 430.00' 926'56' 70,83' 584°54'07'E 0333 325.78' 280.00' 665299' 308.55' 55656'21'W 0334 256.75' 220.00' 5652'09' 242.43' 55656'21'W 0335 122.98' 280.00' 2509'53' 121.99' 5774729'W 0336 203.51' 280.00' 41'42'16' 199.34' 54471'24'W C337 346,04' 65.00' 30501'36" 60.00' 566'29'44"E 0336 21.67 65.00 1906'07 21.57' 57628'04'W 0339 30.39' 65.00' 26'4718' 30.11' 553'31'25'00 0340 30.27' 65.00' 26'41'04 30.00' 526'4715"W 0341 51.59' 65.00' 4528'25" 50.24' 5091730'E 0342 78.33' 65.00' 69'02'51' 73.68' 568.33.07E 0343 31.18' 65.00' 2729'08 30.88' N6510'547 0344 30.27' 65.00' 26'41'05" 30.00' N3B05'497 0345 51.60' 65.00' 45'28'50' 50.25' NO200'51"E 0346 20,74' 65.00' 1616'59" 20.65' 1429'5203"W C347 439.82' 280.00' 900090' 395.98' 544'3735'7 0348 345,58' 220.00' 90'00'00" 311.13' 544'3735"E C349 25308' 280,00' 51'4712' 244.55' 525'31'11'E 0350 55.94' 280.00' 1128'57 55.65' 55708'13'E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CH BEARING 0351 130.80' 280.00' 26'45'56" 129.61' 5761437E 0352 293.93' 330.00' 51'02'00' 284.31' 572'4207'W C353 240.49' 270.00' 51'0200' 232.62' 572'42'07'W C354 38.57 330.00 6'41'45' 38,54 550'32'00'W 0355 213.61' 330.00' 3705'14' 209.90' 57225°29'W C356 41.76' 330.00' 715'01' 41.73' N8524'23'S C357 59.39' 270.00' 12'36'11" 59.27' 55379'13'W C358 30.59' 270.00' 629'33" 30.58' 56392'05"W 0359 150.50 270.00' 31'56'16' 148.56' 58214'59'6 0360 399.58' 280.00' 81'45'56' 366.53' N4053'55W C381 313.96' 22000' 81'45'56' 287.99' N4053'502/ 0362 212.84' 280.00' 43'33'00' 207.75' N60'00'19"W 0363 65,38' 280.00' 13'22'44' 65.23' 531'32'22"W 0364 121.36' 280.00' 24'50'03' 120.42' 91225'59"W 0365 229.21' 630.00 1549'27 228.48' 581'57047 0366 268,64' 830.00' 1824'22' 265.49' 56154°38"E C367 144.31' 830.00' 95744" 144.13' 543'3455"E 0368 181.37' 993.66' 102728" 181.12 5841197E C369 195.79' 993.66' 11'1722' 195.47' 57503'33'7 0370 3.51' 993.66' 012'09" 3.51' 580'48'18"E C371 119,34' 1221.67' 5'35'50' 119.30' N7755'34'W 0372 439.52' 1221.87' 20'36'48" 437.15' 664'49'15"8 0373 338.58' 1021.35' 15'59'38' 337.04' 54912'08'W 0374 142.98' 175.00' 46'48'42' 139.03' 56813'14'E 0375 14295' 1021.35' 80109' 142.83' 58321°55'W C376 338.06' 1021.35' 185752' 336.52' 58308'35'W 0377 206.57' 1021.35' 11'35'36" 206:32' 5675190'W LINE TABLE LINE BEARING N6056'29'W LENGTH Li 17.09' LS 9815224"W 67.05' L3 50052'54'W 50.79' L1 589'30'15'00 49.51' L5 689.30.15.E 38.96' LB 581°4797'E N50'47'37E 62.84' L7 66.96' LS N6906'34E 17.35' L9 625O9'07"W 60026'39"W N0026'39"W 133.23' L10 46.16' LI1 40.72' L12 92554'58'0 45.47' L13 N009B15'E 85.92' L14 53833'39"E L15 538'33'33"E 49.22' PROJECT NO: 2025099 PROJECT NAME: PELICAN LAKE REVISIONS: DATE: 5-15-2025 CLIENT: TERRA FORMA DRAWN BY: SIP FILE NAME: 20250995UB MAJESTICSURVEYINGESTIC SURVEYING. t LC IIII 0411401. VALLEY IMVE *104, WINDSOR CO SOS. CHECKED 8V: SIP 13 SCALE: N/A 50 EET 13 OF 13 F o et W H DATE 5/16/2025 DESCRIPTION REVISED PER COUNTY COMMENTS REV. NO. 4444444 WELD COUNTY, COLORADO PROJ NO: PL Pnir TAJ CHKD: 1/28/2025 SHEET NUMBER FP4 141 141 PROJECT CONTACTS: OWNER: REI LIMITED LIABILITY CO P.O. BOX 156 RED FEATHER LAKES, CO 80545 MUNICIPALITY: WELD COUNTY CONTACT: MAXWELL NADER 1150 O ST. GREELEY, CO 80631 970.304.6498 CIVIL ENGINEER: TERRA FORMA SOLUTIONS CONTACT: TODD JOHNSON, PE 3465 SOUTH GAYLORD COURT, A304 ENGLEWOOD, CO 80113 SURVEYOR: ACKLAM , INC. 133 S. 27TH AVE BRIGHTON, CO 80601 BASIS OF BEARINGS: CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO. 2 UTILITY CONTACTS: WATER: CENTRAL WELD COUNTY WATER DISTRICT (CWCWD) 2235 2ND AVENUE GREELEY, CO 80631 CONTACT: TBD ELECTRIC: UNITED POWER, INC. COOPERATIVE WAY BRIGHTON, CO 80603 CONTACT: MARJORIE ZAMORA EMAIL: MZAMORA@UNITEDPOWER.COM PHONE: 303.659.0551 GAS: ATMOS ENERGY CORPORATION 1555 BLAKE STREET, SUITE 450 DENVER, CO 80202 CONTACT: BETHANY NITZEL EMAIL: BETHANY.NITZEL@ATMOSENERGY.COM PHONE: 888.286.6700 THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 65 WEST, OF THE 6TH P.M.; SAID LINE BEING MONUMENTED ON THE EAST BY THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 17, BEING A 3.25 INCH ALUMINUM CAP MARKED "PLS 33642" AND ON THE WEST BY THE SOUTHWEST CORNER OF SAID SECTION 17 BEING A 3.25 INCH ALUMINUM CAP MARKED "PLS 38285" AND BEARS SOUTH 89°33'21" WEST. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO LOCATED IN SECTIONS 3, 4, 5, 8, 9, 10, 15, AND 17 TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD STATE OF COLORADO 0 cD O U co co U I M U co U WCR 38 WCR 32 WCR 28 WCR 24 SITE EAST AREA N- 71- VICINITY MAP 1 "=10,000' THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 1 COVER SHEET CS1 2 M&S STANDARDS SHEET MS1 3 TYPICAL SECTIONS TS1 4 PROJECT NOTES GN1 5 SURVEY CONTROL DIAGRAM SC1 6 SURVEY CONTROL DIAGRAM SC2 7 SURVEY CONTROL DIAGRAM SC3 8 OVERALL PHASING PLAN PH1 9 HORIZONTAL CONTROL PLAN HC1 10 OVERALL UTILITY & CONDUIT PLAN UT1 11 EXISTING CONDITIONS & DEMOLITION PLAN EX1 12 FAIRBANKS DRIVE PLAN & PROFILE RD1 13 FAIRBANKS DRIVE PLAN & PROFILE RD2 14 FAIRBANKS DRIVE PLAN & PROFILE RD3 15 FAIRBANKS DRIVE PLAN & PROFILE RD4 16 FAIRBANKS DRIVE PLAN & PROFILE RD5 17 FAIRBANKS DRIVE PLAN & PROFILE RD6 18 FAIRBANKS DRIVE PLAN & PROFILE RD7 19 LEDYARD ROAD SOUTH PLAN & PROFILE RD8 20 LEDYARD ROAD SOUTH PLAN & PROFILE RD9 21 NIGHTHAWK WAY & DRIVE PLAN & PROFILE RD10 22 NIGHTHAWK DRIVE PLAN & PROFILE RD11 23 NIGHTHAWK DRIVE PLAN & PROFILE RD12 24 NIGHTHAWK DRIVE PLAN & PROFILE RD13 25 NIGHTHAWK DRIVE PLAN & PROFILE RD14 26 NIGHTHAWK DRIVE PLAN & PROFILE RD15 27 MORNING DOVE LANE PLAN & PROFILE RD16 28 MORNING DOVE LANE PLAN & PROFILE RD17 29 MORNING DOVE LANE PLAN & PROFILE RD18 30 MORNING DOVE LANE PLAN & PROFILE RD19 31 MEADOWLARK PLACE PLAN & PROFILE RD20 32 MEADOWLARK LANE PLAN & PROFILE RD21 33 MEADOWLARK WAY PLAN & PROFILE RD22 34 FALCON WAY PLAN & PROFILE RD23 35 FALCON DRIVE PLAN & PROFILE RD24 36 FALCON DRIVE PLAN & PROFILE RD25 37 FALCON DRIVE PLAN & PROFILE RD26 38 PELICAN LAKE LANE PLAN & PROFILE RD27 39 PELICAN LAKE LANE PLAN & PROFILE RD28 40 WARBLER WAY PLAN & PROFILE RD29 41 PELICAN LAKE PLACE PLAN & PROFILE RD30 42 PELICAN LAKE DRIVE PLAN & PROFILE RD31 43 BURGHLEY COURT PLAN & PROFILE RD32 44 SNOW OWL WAY PLAN & PROFILE RD33 45 NUTHATCH WAY PLAN & PROFILE RD34 46 KING FISHER WAY PLAN & PROFILE RD35 47 CHICKADEE WAY PLAN & PROFILE RD36 48 BUNTING WAY PLAN & PROFILE RD37 49 SORA WAY PLAN & PROFILE RD38 50 EGRET ROAD PLAN & PROFILE RD39 51 EGRET ROAD PLAN & PROFILE RD40 52 BLUE HURON STREET PLAN & PROFILE RD41 53 BLUE HURON STREET PLAN & PROFILE RD42 54 BLUE HURON STREET PLAN & PROFILE RD43 55 KESTREL COURT PLAN & PROFILE RD44 56 BEEBEE DRAW FARMS PKWYY PLAN & PROFILE RD45 57 BEEBEE DRAW FARMS PKWY PLAN & PROFILE RD46 58 CUL-DE-SAC DETAILS CD1 59 CUL-DE-SAC DETAILS CD2 60 INTERSECTION DETAILS IT1 61 INTERSECTION DETAILS IT2 62 INTERSECTION DETAILS IT3 63 CUL-DE-SAC & INTERSECTION DETAILS - EAST IT4 64 OVERALL GRADING PLAN GRO 65 GRADING PLAN GR1 66 GRADING PLAN GR2 67 GRADING PLAN GR3 68 GRADING PLAN GR4 69 GRADING PLAN GR5 70 GRADING PLAN GR6 71 GRADING PLAN GR7 72 GRADING PLAN GR8 73 GRADING PLAN GR9 74 GRADING PLAN GR10 75 GRADING PLAN GR11 76 GRADING PLAN GR12 77 GRADING PLAN GR13 SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 78 GRADING PLAN GR14 79 GRADING PLAN GR15 80 GRADING PLAN GR16 81 GRADING PLAN GR17 82 GRADING PLAN GR18 83 GRADING PLAN GR19 84 GRADING PLAN GR20 85 GRADING PLAN GR21 86 GRADING PLAN GR22 87 GRADING PLAN GR23 88 GRADING PLAN GR24 89 GRADING PLAN GR25 90 GRADING PLAN GR26 91 GRADING PLAN GR27 92 GRADING PLAN - EAST GR28 93 GRADING PLAN - EAST GR29 94 GRADING PLAN - EAST GR30 95 GRADING PLAN - EAST GR31 96 GRADING PLAN - EAST GR32 97 GRADING PLAN - EAST GR33 98 EROSION CONTROL PLAN EC1 99 EROSION CONTROL PLAN EC2 100 EROSION CONTROL PLAN EC3 101 EROSION CONTROL PLAN EC4 102 EROSION CONTROL PLAN EC5 103 EROSION CONTROL PLAN EC6 104 EROSION CONTROL PLAN EC7 105 EROSION CONTROL PLAN EC8 106 EROSION CONTROL PLAN EC9 107 EROSION CONTROL PLAN EC10 108 EROSION CONTROL PLAN EC11 109 EROSION CONTROL PLAN EC12 110 EROSION CONTROL PLAN EC13 111 EROSION CONTROL PLAN - EAST EC14 112 EROSION CONTROL PLAN - EAST EC15 113 DRAINAGE PLAN DR1 114 DRAINAGE PLAN - EAST DR2 115 RETENTION POND W1 DETAIL PND1 116 RETENTION POND 4 DETAIL PND2 117 RETENTION POND W3 DETAIL PND3 118 RETENTION POND S1 DETAIL PND4 119 RETENTION POND S2 DETAIL PND5 120 RETENTION POND S3 DETAIL PND6 121 RETENTION POND S4 DETAIL PND7 122 RETENTION POND 9 DETAIL PND8 123 TEMPORARY RETENTION POND El DETAIL PND9 124 TEMPORARY RETENTION POND E2 DETAIL PND10 125 STORM SEWER PLAN & PROFILE ST1 126 STORM SEWER PLAN & PROFILE ST2 127 CHANNEL SECTIONS CH1 128 CULVERT PROFILES CLV1 129 CULVERT PROFILES CLV2 130 CULVERT PROFILES CLV3 131 SIGNAGE PLAN SP1 132 EROSION CONTROL DETAILS DT1 133 EROSION CONTROL DETAILS DT2 134 EROSION CONTROL DETAILS DT3 135 DRAINAGE DETAILS DT4 136 CONSTRUCTION DETAILS DT5 137 CONSTRUCTION DETAILS DT6 138 FINAL PLAT FP1 139 FINAL PLAT FP2 140 FINAL PLAT FP3 141 FINAL PLAT FP4 DATE DESCRIPTION REV. NO. aaaaaaaa 0 Z C/) H Z w o NW dm' O Z U Q Z RCU(DW (i JZ> zL I=O o O_ LL Q WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER cs1 1 141 PLAN NUMBER M STANDARD TITLE PAGE PLAN NUMBER NUMBER O M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 O M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 O M-203-1 APPROACH ROADS 8 O M-203-2 DITCH TYPES 9 O M-203-11 SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS 10-12 (3 SHEETS) O M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 O M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 (2 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 17-18 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 MAILBOX SUPPORTS (2 SHEETS) 30-31 NURSERY STOCK DETAILS 32 O M-206-2 O M-208-1 O M-210-1 O M-214-1 O M-216-1 O M-412-1 O M-510-1 O M-601-1 O M-601-2 O M-601-3 O M-601-10 O M-601-11 O M-601-12 O M-601-20 O M-603-1 ® M-603-2 O M-603-3 O M-603-4 SINGLE CONCRETE BOX CULVERT (CAST -IN -PLACE) (2 SHEETS) DOUBLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 43-44 (2 SHEETS) TRIPLE CONCRETE BOX CULVERT (CAST -IN -PLACE) 45-46 (2 SHEETS) HEADWALL FOR PIPES 47 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 HEADWALLS AND PIPE OUTLET PAVING 49 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) ...50-51 METAL PIPE (4 SHEETS) 52-55 REINFORCED CONCRETE PIPE 56 PRECAST CONCRETE BOX CULVERT 57 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 AND POLYPROPYLENE PIPE (AASHTO M330) O M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 O M-603-6 STEEL REINFORCED POLYETHYLENE 60 AND POLYPROPYLENE PIPE (AASHTO M330) ® M-603-10 CONCRETE AND METAL END SECTIONS 61 ® M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 (3 SHEETS) INLET, TYPE C 65 INLET, TYPE D 66 CURB INLET TYPE R (2 SHEETS) 67-68 CONCRETE INLET TYPE 13 69 MANHOLES (3 SHEETS) 70-72 VANE GRATE INLET (5 SHEETS) 73-77 SUBSURFACE DRAINS 78 O M-604-10 O M-604-11 O M-604-12 O M-604-13 ® M-604-20 O M-604-25 O M-605-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 STRUCTURAL PLATE PIPE H-20 LOADING 40 41-42 M STANDARD TITLE PAGE PLAN NUMBER NUMBER O M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W -BEAM 79-97 31 INCHES (19 SHEETS) O M-606-13 GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEETS) 98-101 O M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 102-104 O M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 (11 SHEETS) O M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 O M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 O M-607-3 BARRIER FENCE 122 O M-607-4 DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS) 123-127 O M-607-10 PICKET SNOW FENCE 128 O M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 O M-608-1 CURB RAMPS (10 SHEETS) 138-147 O M-609-1 CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 O M-611-1 CATTLE GUARD (2 SHEETS) 152-153 O M-611-2 DEER GUARD (2 SHEETS) 154-155 O M-614-1 RUMBLE STRIPS (3 SHEETS) 156-158 O M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 O M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 O M-615-2 EMBANKMENT PROTECTOR TYPE 5 162 O M-616-1 INVERTED SIPHON 163 O M-620-1 FIELD LABORATORY CLASS 1 164 O M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 O M-620-11 FIELD OFFICE CLASS 1 167 O M-620-12 FIELD OFFICE CLASS 2 168 O M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 COLORADO DEPARTMENT OF TRANSPORTATION TABLE OF CONTENTS M<S STANDARDS JULY 31, 2019 O S-612-1 O S-613-1 ® S-614-1 ® S-614-2 O S-614-3 O S-614-4 O S-614-5 O S-614-6 O S-614-8 O S-614-9 O S-614-10 O S-614-11 O S-614-12 O S-614-14 O S-614-20 O S-614-21 O S-614-22 O S-614-40 O S -614-40A O S-614-41 El S-614-42 O S-614-43 O S-614-44 O S-614-50 O S-614-60 S-627-1 O S-630-1 O S-630-2 O S-630-3 O S-630-4 O S-630-5 O S-630-6 O S-630-7 S STANDARD TITLE PAGE NUMBER DELINEATOR INSTALLATIONS (8 SHEETS) 171-178 ROADWAY LIGHTING (8 SHEETS) 179-186 TYPICAL GROUND SIGN PLACEMENT (2 SHEETS) 187-188 CLASS I SIGNS 189 CLASS II SIGNS 190 CLASS III SIGNS (3 SHEETS) 191-193 BREAK -AWAY SIGN SUPPORT DETAILS 194-195 FOR CLASS III SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS 196-197 FOR CLASS III SIGNS (2 SHEETS) TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) 198-204 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS). 205-206 MARKER ASSEMBLY INSTALLATIONS 207 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS) 211-214 TYPICAL POLE MOUNT SIGN INSTALLATIONS 215 CONCRETE BARRIER SIGN POST INSTALLATIONS 216-217 (2 SHEETS) TYPICAL MULTI -SIGN INSTALLATIONS 218 TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS 219-223 65'-75' SINGLE MAST ARMS (5 SHEETS) ALTERNATIVE TRAFFIC SIGNAL 224-227 25'-55' SINGLE MAST ARMS (4 SHEETS) TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240 CABINET FOUNDATION DETAIL (4 SHEETS) 241-244 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 245-252 (8 SHEETS) PEDESTAL POLE SIGNALS (2 SHEETS) STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) PAVEMENT MARKINGS (9 SHEETS) TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (24 SHEETS) BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) 314 AND VERTICAL PANELS FLASHING BEACON (PORTABLE) DETAILS 315 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 316-317 DESIGN (2 SHEETS) PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 318-319 EMERGENCY PULL -OFF AREA (TEMPORARY) 320 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL 321-323 (3 SHEETS) 253-254 255-266 267-280 281-289 290-313 w F- 0 DESCRIPTION REV. NO. QQQQQQQQ I W W V) re B— ND O Z zOQ o zz_ Q • Jzt/� zwJoo oO_LE WELD COUNTY, COLORADO SHEET NUMBER MS1 2 141 ROW CL k _ 50' CL TO ROW VARIES VARIES --I 27" MIN. 9' 100' RIGHT-OF-WAY SAFETY EDGE WITH A 30-35° ROW SLOPE AND SHOULDER MATERIAL -0.36 5' _ 13' 31' EOA -0.26 CL 0.00 2% 13' 2% 1' EOA -0.36 PROPOSED ROADSIDE DITCH PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 50' CL TO ROW 5' BIKE LANE VARIES 9' -0.38 4:1 VARIES A 27" MIN. 4:1 EXISTING GROUND PROPOSED TYPICAL SECTION FOR BEEBE DRAW FARMS PARKWAY W/ BIKE LANE ROW 15' UTILITY & DRAINAGE EASEMENT 30' CL TO ROW ♦ PROPOSED 8" WATER MAIN (5' DEPTH TYP.) VARIES • • • PROPOSED ROADSIDE DITCH VARIES 27" MIN. EXISTING GROUND 15' UTILITY & DRAINAGE EASEMENT VARIES ROW 9' 1' -0.28 4:1 _ CL ROW 60' RIGHT-OF-WAY 13' 26' 30' CL TO ROW EOA -0.26 CL 0.00 2% 13' EOA -0.26 - - 2% PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 1' VARIES 15' UTILITY & DRAINAGE EASEMENT -0.28 � 4.1 VARIES A 27" MIN. 2' \ _ 4:1 PROPOSED TYPICAL LOCAL ROADWAY SECTION -5'- 30' CL TO ROW ' BIKE LANE 9' PROPOSED 8" WATER MAIN �-o VARIES (5' DEPTH TYP.) 27" MIN. EXISTING GROUND 1' -0.38 4:1 _ EOA -0.36 CL 60' RIGHT-OF-WAY 13' 2% CL 0.00 26' ROW 13' 30' CL TO ROW EOA -0.26 - - 2% PROPOSED VARIES 27" MIN. PAVED ROADWAY PROPOSED GRAVEL SHOULDER PROPOSED 6" OF CDOT CLASS 5 OR 6 ROADSIDE DITCH VARIES 2' 4:1 PROPOSED ELECTRIC MAIN PROPOSED TELEPHONE MAIN PROPOSED GAS MAIN 15' UTILITY & DRAINAGE -I EASEMENT PROPOSED TYPICAL LOCAL ROADWAY SECTION W/ BIKE LANE BIKE LANE SIDE VARIES - SEE PLAN AND PROFILE SHEETS NOTES: 1. ALL ROADWAYS ARE THE PROPOSED TYPICAL LOCAL ROADWAY SECTION UNLESS OTHERWISE NOTED ON THIS SHEET. 2. SEE GEOTECHNICAL REPORT FOR PAVEMENT/BASE COARSE SPECIFICATIONS AND THICKNESS. AT A MINIMUM, THE SURFACE SHALL BE 4" BITUMINOUS PAVING ON TOP OF 4" OF CDOT CLASS 5 OR CLASS 6 ABC ON 9" OF SCARIFIED SUBGRADE COMPACTED TO 95% AND PASSED A PROOF ROLLER TEST. / PROPOSED ELECTRIC MAIN PROPOSED TELEPHONE MAIN PROPOSED GAS MAIN 30° - 35° SLOPE SUBGRADE PER GEOTECH REPORT AGGREGATE BASE COURSE PER GEOTECH REPORT ASPHALT PER GEOTECH REPORT 4 0 U SAFETY EDGE DETAIL SCALE: 1" = 2' BUNTING WAY II 2% MEADOWLARK PLACE FALCON WAY MORNING DOVE LANE NUTHATCH WAY MEADOWLARK LAN KING FISHER WAY TYPICAL SECTION FOR BEEBE DRAW FARMS PARKWAY W/ BIKE LANE MEADOWLARK WAY COUNTY ROAD 32 BEEBE DRA KESTREL PLACE LEDYARD ROAD SOUTH R S PARR -wily TYPICAL ROADWAY SECTION W/ BIKE LANE (LOCAL ROADS) HICKADEE WAY DATE DESCRIPTION I REV. NO. *1*1*1*1 WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKD: DATE 1/28/2025 SHEET NUMBER 0 10' 20' 1" = 10' (HORIZONTAL) TS1 3 OF 141 WELD COUNTY NOTES GENERAL NOTES 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE: a. b. c. d. e. f. g. h. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, JANUARY 2021. WELD COUNTY PROJECT SPECIAL PROVISIONS CDOT FIELD MATERIALS MANUAL CDOT CONSTRUCTION MANUAL CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT CDOT STANDARD PLANS (M&S STANDARDS) FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION) AND THE COLORADO SUPPLEMENT THERETO AASHTO ROADSIDE DESIGN GUIDE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: COLORADO DEPARTMENT OF TRANSPORTATION BID PLANS ROOM 4201 EAST ARKANSAS AVENUE DENVER, CO 80222-3400 (303) 757-9313 2. ACCESS CONSTRUCTION WITHIN ROAD ROW AND ALL ROAD IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT(S) AND NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. 3. THE CONTRACTOR SHALL PROVIDE ON -SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION SITE. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST. 5. THE CONTRACTOR MUST KEEP ALL OPERATIONS, INCLUDING ALL EQUIPMENT, WITHIN THE DELINEATED EASEMENTS, RIGHT OF WAY, AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENT CONSTRUCTION EASEMENTS MAY BE REQUIRED. 6. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN WELD COUNTY RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 7. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN WELD COUNTY RIGHT OF WAY. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. 9. THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE WELD COUNTY RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS PERMIT AND RIGHT-OF-WAY USE PERMIT. 10. FAILURE TO COMPLY WITH STORMWATER REGULATORY REQUIREMENTS MAY RESULT IN ENFORCEMENT ACTIONS. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS. UNLESS OTHERWISE IDENTIFIED BY WELD COUNTY OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML 11. THE TYPES, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL COLORADO 811. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES. 12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS, INCLUDING FENCES, SIGNS, CULVERTS, AND ROADS, DAMAGED DURING EXECUTION OF THE WORK. 13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD. DAMAGED PINS WILL BE REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 14. ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT IN THE GEOLOGIC AND PRELIMINARY ON -SITE WASTEWATER TREATMENT SYSTEM SITE AND SOIL EVALUATION (PROJECT #20-1130) BY SOILOGIC. 15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER, AS IDENTIFIED IN CONTRACT DOCUMENTS. 17. KEEP ALL ROADS FREE OF MUD AND DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS FROM ALL ROADS AT THE END OF EACH WORK DAY. 18. PRIOR TO EARTHWORK CONSTRUCTION, EXISTING CONCRETE, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHOULD BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS. 19. NO FILL MATERIAL SHALL BE PLACED, WORKED, AND OR ROLLED WHILE THE MATERIAL IS FROZEN, THAWING, OR DURING POOR/INCLEMENT WEATHER CONDITIONS. 20. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANY TIME. 21. NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT, ON WEEKENDS, ON HOLIDAYS, OR DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY. 22. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BE SAWCUT AT PROJECT EXTENTS, WHERE NEW ASPHALT OR CONCRETE PAVEMENT WILL BE PLACED. 23. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES MUST BE MAINTAINED BY THE CONTRACTOR. 24. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE, OR APPROVED BY WELD COUNTY RIGHT-OF-WAY USE PERMIT. 25. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. 26. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 27. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE TO KEEP A COPY OF THE CONSTRUCTION PLANS AT THE SITE AT ALL TIMES. 28. CONTRACTOR SHALL SUPPLY CERTIFIED WEIGHT OR QUANTITY TICKETS FOR PAY ITEMS. TICKETS SHALL BE SUBMITTED WITHIN 48 HOURS OF DELIVERY. 29. A WELD COUNTY RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ALL WORK WITHIN WELD COUNTY RIGHT-OF-WAY. 30. INSPECTIONS BY WELD COUNTY ARE REQUIRED IN COMPLIANCE WITH THE WELD COUNTY RIGHT-OF-WAY USE PERMIT. WELD COUNTY SHALL BE NOTIFIED OF INSPECTION/TESTING AT LEAST 48 HOURS PRIOR TO INSPECTION/TEST. 31. TESTING FOR WORK WITHIN THE WELD COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE CDOT FIELD MATERIAL MANUAL. 32. SCALE TICKETS WILL BE SUBMITTED AS DOCUMENTATION THAT TRUCKING PERMITS ARE BEING OBSERVED. COUNTY RESERVES RIGHT TO VIEW OR RETAIN ANY AND ALL SCALE TICKETS. 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, THE WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023, OR AS AMENDED, AND THE M&S STANDARD PLANS DATED MAY 2024, OR AS AMENDED. ALL WORK WILL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE CONTRACT, AND (1) COPY OF THE STORMWATER MANAGEMENT PLAN FOR THE PROJECT 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 4. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR BY SWEEPING. THE CONTRACTOR SHALL REPAIR ANY PAVEMENT FAILURES CAUSED BY THE CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE WORK. 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION AT AND ADJACENT TO THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 6. THE CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE R.O.W., EASEMENTS, AND THOSE AREAS WITHIN THE LIMITS OF CONSTRUCTION AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL KEEP EQUIPMENT AND MATERIAL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER AGREEMENTS WITH PROPERTY OWNERS AS DEEMED NECESSARY. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR STAGING OUTSIDE THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS WITHOUT PRIOR APPROVAL FROM THE PROJECT INSPECTOR. 7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF THEIR PROPERTY AND/OR THEIR DRIVEWAY. 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE PROJECT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATION AND TRENCHING. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE THROUGHOUT CONSTRUCTION. 12. THE CONTRACTOR SHALL ADDRESS LOCAL DRAINAGE DURING EACH PHASE OF CONSTRUCTION. THIS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 13. ALL BACKFILL MATERIAL AND EMBANKMENT SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND TECHNICAL SPECIFICATIONS AND THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, EXCEPT WHERE NOTED OTHERWISE. 14. TYPE OF COMPACTION FOR ABC CLASS 6 WILL BE AASHTO T-180. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT AND THE REMAINDER OF THE PROJECT IS AASHTO T-209 / SECTION 203 OF CDOT RED BOOK NOTE G1. 15. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING, BUT NOT LIMITED TO, DRIVES, FENCES, RETAINING WALLS, TREES, VEGETATION, AND BURIED IRRIGATION. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITH 48 HOURS OF NOTIFICATION BY THE OWNER. 16. BREAKPOINTS ON SLOPES AND IN BOTTOM OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE. 17. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED PER THE TYPICAL CROSS SECTION, USING A SAW AND OR ROTOMILL OR OTHER METHOD AS APPROVED BY THE ENGINEER, TO CREATE A CLEAN CONSTRUCTION JOINT. THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING. THE CONTRACTOR WILL BE REQUIRED TO PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATIONS. THE RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. 18. THE CONTRACTOR SHALL NOT LEAVE A VERTICAL EDGE NEXT TO TRAVELED WAY DURING CONSTRUCTION. ALL SLOPED SHALL NOT BE LESS THAN A 3:1 TAPER. 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATIONS. 20. THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 21. CONSTRUCTION SHALL FOLLOW THE PHASING PLAN. ANY VARIATIONS SHALL BE SUBMITTED TO THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION FOR APPROVAL OR REJECTION. 22. ALL DETOUR PAVING SHALL INCLUDE, BUT NOT BE LIMITED TO, ASPHALT, ABC, EMBANKMENT MATERIAL, TEMPORARY CULVERT EXTENSIONS, AND ANYTHING ELSE REQUIRED TO SAFELY ACCOMMODATE TEMPORARY TRAFFIC AS DIRECTED BY THE ENGINEER. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND SERVICE LATERALS (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, OR 811, AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING EXCAVATIONS OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UNREGISTERED UTILITIES ARE TO BE LOCATED BY CONTRACTING THE RESPECTIVE REPRESENTATIVES. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE DAMAGED DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES AND IRRIGATION SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. 2. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE TIMELY RELOCATION OF THEIR FACILITIES. THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND UNFORESEEN IMPACTED UTILITIES. THE UTILITY WORK SHALL BE INCLUDED IN THE CONTRACTOR'S SCHEDULE. TRAFFIC CONTROL NOTES 1. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWO WEEKS PRIOR TO EFFECTING TRAFFIC FOR APPROVAL. THIS TRAFFIC CONTROL PLAN SHALL INCLUDE DETAILS ABOUT MAINTAINING ACCESS DURING CONSTRUCTION, ONE ACCESS SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED TRAFFIC CONTROL PLAN. MHT MUST BE SIGNED BY A TCS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY CONSTRUCTION ACTIVITIES. ALL ROAD CLOSURES EXCEEDING 72 HOURS MUST BE APPROVED BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS. 2. CERTIFIED FLAGGERS WILL BE ALLOWED WHEN NECESSARY FOR CONSTRUCTION DURING DAYLIGHT HOURS. TWO 12 FOOT LANES PLUS 2 FOOT SHOULDERS MUST BE ESTABLISHED TO ACCOMODATE TRAFFIC DURING ALL NIGHT TIME HOURS. EARTHWORK NOTES 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST FOR THE DUST PALLIATIVE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF GRADING. SURVEY NOTES 1. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND RESET IF DAMAGED. ENVIRONMENTAL NOTES 1. ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA WILL BE CLEAN OF NOXIOUS WEEDS AND WILL BE SUBJECT TO INSPECTION. ALL VEHICLES WILL BE WASHED THOROUGHLY TO REMOVE DIRT, PLANT MATERIALS, AND OTHER FOREIGN MATERIALS PRIOR TO ENTERING THE PROJECT SITE. NOXIOUS WEEDS OBSERVED IN AND NEAR THE CONSTRUCTION SITE SHALL BE TREATED WITH HERBICIDE OR MECHANICALLY REMOVED PRIOR TO ANY GROUND DISTURBANCE. SOIL SUPPORTING NOXIOUS WEEDS OF MORE THAN 10 PERCENT SHALL NOT BE USED AS TOPSOIL DURING REVEGETATION EFFORTS. 2. A QUALIFIED BIOLOGIST SHALL CONDUCT A BIRDS OF PREY SURVEY PRIOR TO START OF ANY CONSTRUCTION THAT IS PLANNED TO OCCUR BETWEEN FEBRUARY 1 AND AUGUST 31. THE SURVEY SHALL BE CONDUCTED NO MORE THAN 7 DAYS PRIOR TO CONSTRUCTION. IF AN ACTIVE NEST IS OBSERVED WITHIN THE RECOMMENDED 50 FOOT BUFFER AREA, THE CONTRACTOR SHALL INFORM THE PROJECT ENGINEER. THE PROJECT ENGINEER WILL CONTACT THE REGIONAL BIOLOGIST FOR GUIDANCE AS TO WHETHER ACTIVITIES NEED TO BE MODIFIED OR LIMITED IN CERTAIN AREAS OF THE PROJECT IN ORDER TO COMPLY WITH THE CPW RECOMMENDED BUFFER ZONES AND SEASONAL RESTRICTIONS FOR COLORADO RAPTORS GUIDANCE. 3. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN COLORADO, MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. 4. CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES OR LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. FAILURE TO MAINTAIN VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE PROJECT CONSTRUCTION. DATE DESCRIPTION REV. NO. aaaaaaaa O ,(L) u) w W B O o< NZ zO� ozQzV W c~nJ O u_ a. WELD COUNTY, COLORADO SHEET NUMBER GN1 4 Or 141 SURVEY CONTROL DIAGRAM / PELICAN LAKES FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO 1 18117 FOUND 3.25" ALUM. CAP PLS 38285 2015 WELD COUNTY ROAD 39 M94922 N 00°29'45" W 5259.75' 16117 19120 FOUND 3.25"ALUM. CAP PLS 38285 2015 WESTERLY LINE, W 1/2 SEC. 17 M94921 REI LTD LIABILITY CO INVESTORS L TO. LIABIL ITYCO. (SHERIFF'S DEED) REC. NO. 2393929 M95064 N 89°18'24" E 5327.56' M95056 P59939 M95048 M95063 M95030 P59941 NORTHERLY LINE, N 1/2 SEC. 17 NW1/4 SECTION 17 NE1/4 SECTION 17 T3N R65W 6TH PM T3N R65W 6TH PM FOUND PANEL POINT 102 60O NAIL ci...., RE/LTD LIABILITY CO INVESTORS LTD. LIABILITY CO. (SHERIFF'S DEED) REC. NO 2393929 N 89°25'42" E 5327.77' SOUTHERLY LINE, S 1/2 SEC. 17 M94935 SW1/4 SECTION 17 SE1/4 SECTION 17 T3N R65W 6TH PM T3N R65W 6TH PM S 89°33'21" W 2663.90' SOUTHERLY LINE, SW 1/4 SEC. 17 M94945 M95035 M94931 FOUND PANEL POINT 105 60D NAIL M95024 M95019 RP7368 N 00°30'03" W 2641.20' M94944 17116 FOUND 2.5"ALUM. CAP PLS 23501 WESTERLY LINE, NW 1/4 SEC. 17 M94918 N 00°29'55" W 2641.36' 1/4 CORNER SEC 17/SEC 20 FOUND 3.25" ALUM. CAP PLS 33642 2006 S 89°32'52" W 2663.99' SOUTHERLY LINE, SE 1/4 SEC. 17 WELD COUNTY ROAD 32 17/16 20121 FOUND 2.5"ALUM. CAP PLS 32829 2000 1/4 CORNER SEC 17/SEC 16 FOUND 2.5"ALUM. CAP PLS 20671 WESTERLY LINE, SW 1/4 SEC. 16 M94952 M94951 M95009 M95014 M95008 FOUND PANEL POINT 101 MAG NAIL M94917 RE/ LTD LIABILITY CO (SHERIFF'S DEED) REC. NO 2393929 N 89°41'00" E 2560.65' NORTHERLY LINE, NW 1/4 SEC. 16 NW1/4 SECTION 16 T3N R65W 6TH PM SW1/4 SECTION 16 T3N R65W 6TH PM 1/4 CORNER SEC 9/SEC 16 2.5" ALUM. CAP PLS 20671 2008 (17 M94937 STA TE OF COLORADO REC. NO. 218O623 N 89°34'15" E 5130.33' NORTHERLY LINE, S 1/2 SEC. 16 N 89°41'16" E 2560.83' NORTHERLY LINE, NE 1/4 SEC. 16 NE1/4 SECTION 16 T3N R65W 6TH PM 1 / M94943 S 00°41'39" E 2630.96' FOUND PANEL POINT 106 60D NAIL M94938 9/10 16/15 3.25" ALUM. CAP PLS 16415 1995 EASTERLY LINE, NE 1/4 SEC. 16 SE1/4 SECTION 16 T3N R65W 6TH PM LEGEND SECTION CORNER AS NOTED CALCULATED SECTION CORNER FOUND PROPERTY CORNER MARKED PLS 11399 FOUND PROPERTY CORNER MARKED PLS 16415 FOUND PROPERTY CORNER MARKED PLS 32829 SET PROPERTY CORNER MARKED PLS 37070 S 89°27'15" W 5139.32' SOUTHERLY LINE, S 1/2 SEC. 16 M94919 .c 00°41'40" E 2630.93' 1/4 CORNER SEC 16/SEC 15 3.25"ALUM. CAP PLS 37045 EASTERLY LINE, SE 1/4 SEC. 16 FOUND PANEL POINT 100 MAG NAIL M94916 16115 21122 3.25" BRASS CAP PARTIALLY ILLEGIBLE PLS 16415 SCALE: N.T.S. DATE: 01/13/25 JOB NO.: 249011 JOB NAME: PELICAN LAKE RANCH FILING NO2 DRAWN: JAH CHK: CAD REV: AFE NO: CL/ENT NAME." REI, LLC /INVESTORS LLC REV. # REVISION DATE & DESCRIPTION Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SHEET NUMBER SC1 5 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE CRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLANDYJOPLOTTEDJan 13, 2025 1227pm SURVEY CONTROL DIA GRAM/PEL/CAN LAKES FILING NO. 2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO M94927 N89°32'11"E 2652.19' 817 FOUND 3.25" ALUM. CAP PLS 38285 2015 N 00°09'04" W 2646.21' WELD COUNTY ROAD 39 1/4 CORNER SEC 7/SEC 8 3.25"ALUM. CAP PLS 38285 2015 WESTERLY LINE, NW 1/4 SEC. 8 P59938 N 00°09'42" W 2645.98' 27 18117 FOUND 3.25" ALUM. CAP PLS 38285 2015 959940 M94934 N N FOUND PANEL POINT 104 NAIL GONE, SHOT AT PAINT LEG INTERSECTION *s.............................."......%"".""*"."."*"..........j M95070 M94922 NORTHERLY LINE, NW 1/4 SEC. 8 M95075 M94950 1/4 CORNER SEC 5/SEC 8 FOUND 3.25"ALUM. CAP PLS 37045 CAP STAMPED INCORRECTLY N 89°32'14" E 2652.19' NORTHERLY LINE, NE 1/4 SEC. 8 NW1/4 SECTION 8 NE1/4 SECTION 8 T3N R65W 6TH PM T3N R65W 6TH PM SW1/4 SECTION 8 �Y N 89°25'07"E 5316.24' PAR INAi NORTHERLY LINE, S 1/2 SEC. 8 BEE BE Dry' FARMS SE1/4 SECTION 8 T3NR65W 6TH PM T3N R65W 6TH PM M95069 M95068 RE/ L TD LIABILITY CO INVESTORS LTD. LIABILITY CO. (SHERIFF'S DEED) REC. NO 2393929 M95064 N 89°18'24"E 5327.56' I M95063 NORTHERLY LINE, N 1/2 SEC. 17 N 00°2420" W 2635.46' 17116 FOUND 2.5"ALUM. CAP PLS 23501 M95056 P59939 M95048 N / 7 M94931 FOUND PANEL POINT 105 60D NAIL M95030 M95024 M95019 P59941 M95035 N 00°2428" W 2635.24' RP7369 M94933 514 819 3.25"ALUM. CAP PLS 16425 1985 WESTERLY LINE, NW 1/4 SEC. 9 / 7 1/4 CORNER SEC 8/SEC 9 3.25"ALUM. CAP PLS 34995 M95011 RP7385 RP7396 M95012 M95014 RP7397 BEEBEpR,414/FAR SP4RKkgY NORTHERLY LINE, NW 1/4 SEC. 9 RP7398 NW1/4 SECTION 9 T3N R65W 6TH PM M97654 M97653 M97652 M97651 M97650 M97649 M97647 M94936 RE/LTD LIABIL/TYCO (SHERIFF'S DEED) REC. NO 2393929 M97648 M94952 SW1/4 SECTION 9 T3N R65W 6TH PM M94951 M95009 RE/ L TDL/ABILITY CO RP7368 (SHERIFF'S DEED) REC NO. 2393929 N 89°41'00" E 2560.65' NORTHERLY LINE, NW 1/4 SEC. 16 N 89°38'32" E 5193.18' NORTHERLY LINE, S 1/2 SEC. 9 M95006 M95008 1/4 CORNER SEC 9/SEC 16 2.5"ALUM. CAP PLS 20671 2008 1/4 CORNER SEC 4/SEC 9 FOUND 3.25" ALUM. CAP PLS 33642 2006 03 W O3 CO N LL1 N .(N1 Cr aw M95005 NE1/4 SECTION 9 T3N R65W 6TH PM M94940 N 89°35'58" E 2632.40' . NORTHERLY LINE, NE 1/4 SEC. 9 SE/4 SECTION 9 T3N R65W 6TH PM M94937 M94941 M94942 N 89°41'16"E 2560.83' NORTHERLY LINE, II NE 1/4 SEC. 16 S 01°08'55" W 2640.14' S 01°09'03" W 2640.26' EASTERLY LINE, NE 1/4 SEC. 9 1 9110 FOUND 3.25" ALUM. CAP PLS 16425 1985 1/4 CORNER SEC 9/SEC 10 2.5" ALUM. CAP PLS 32444 2011 FOUND PANEL POINT 106 60D NAIL M94938 9/10 16/15 3.25" ALUM. CAP PLS 16415 1995 SCALE N.T.S. DATE: 01/13/25 CLIENT NAME,. REI, LLC /INVESTORS LLC SHEET NUMBER JOB NO.: 249011 REV. # REVISION DATE & DESCRIPTION JOB NAME: PELICAN LAKE RANCH FILING N02 DRAWN: JAH CHK: CAD REV: AFE NO: Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SC2 6 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS 120201OTHERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS\209025_EURVEY CONTROL PLAN.DWG PLOTTEDJan 13, 20251228pm SURVEY CONTROL DIAGRAM / PELICAN LAKES FILING NO.2 IN SECTIONS 4, 8, 9 AND 17, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO N 1/16 CORNER SEC 6/SEC 5 3.25"ALUM. CAP PLS 38285 2015 1/4 CORNER SEC 6/SEC 5 3.25" ALUM. CAP PLS 38285 2015 WELD COUNTY ROAD 39 N 00°24'32" W 1327.36' WESTERLY LINE, SW 1/4 NW 1/4 SEC. 5 RP6765 N 00°25'14" W 2653.99' 1 8/7 FOUND 3.25" ALUM. CAP PLS 38285 2015 WESTERLY LINE, SW 1/4 SEC. 5 M94927 NW1/4 SECTION 5 T3N R65W 6TH PM SW1/4 SECTION 5 T3N R65W 6TH PM N 89°32'11" E 2652.19' 1/4 CORNER SEC 32/SEC 5 FOUND 3.25"ALUM. CAP PLS 11399 N 89°39'53" E 1333.19' N 89°39'57" E 1333.31' WELD COUNTY ROAD 38 N 89°45'51" E 2638.43' C-N 1/16 CORNER SECTION 5 3" ALUM. CAP PARTIALLY ILLEGIBLE PLS 16425 19XX RP6804 RP6766 N 89°38'12" E 5297.92' NORTHERLY LINE, S 1/2 SEC. 5 NORTHERLY LINE, NW 1/4 SEC. 8 M94950 NORTHERLY LINE, NW 1/4 NE 1/4 SEC. 5 N 89°43'50" E 1331.20' SOUTHERLY LINE, NW 1/4 NE 1/4 SEC. 5 %1 E 1/16 CORNER NORTHERLY LINE, NE 1/4 NE 1/4 SEC. 5 RP7402 / SEC 32/SEC 5 FOUND 2"ALUM. CAP PLS ILLEGIBLE NE1/4 SECT/ON 5 T3N R65W 6TH PM RP6768 NW 1/16 CORNER SECTION 5 NOT FOUND SE1/4 SECT/ON 5 T3N R65W 6TH PM N 89°32'14" E 2652.19' N89°32'11"E 1331.46' SOUTHERLY LINE, NE 1/4 NE 1/4 SEC. 5 32133 RP6780 514 2.5"ALUM. CAP PLS 38572 2021 RP6779 N 00°33'38" W 2644.75' 1/4 CORNER SEC 5/SEC 8 FOUND 3.25"ALUM. CAP PLS 37045 CAP STAMPED INCORRECTLY NORTHERLY LINE, NE 1/4 SEC. 8 1/4 CORNER SEC 5/SEC 4 2.5" ALUM. CAP PLS 20671 2008 WESTERLY LINE, SW 1/4 SEC. M94933 NORTHERLY LINE, NW 1/4 SEC. 4 RP6786 N 89°24'41" E 2620.70' 1/4 CORNER SEC 33/SEC 4 3" BRASS CAP PLS ILLEGIBLE NW1/4 SECTION 4 NE1/4 SECT/ON 4 T3N R65W 6TH PM T3N R65W 6TH PM 514 819 3.25"ALUM. CAP PLS 16425 1985 RP7385 RP7396 SW1/4 SECT/ON 4 SE1/4 SECT/ON 4 T3N R65W 6TH PM N 89°35'54" E 2632.48' NORTHERLY LINE, NW 1/4 SEC. 9 BEEBEDRqk1/FARMSP,4R1rW4 RE/LTD LIABILITY CO (SHERIFF'S DEED) REC. NO. 2393929 M94936 T3N R65W 6TH PM 1/4 CORNER SEC 4/SEC 9 FOUND 3.25" ALUM. CAP PLS 33642 2006 NORTHERLY LINE, NE 1/4 SEC. 4 RP6789 J M94940 N 89°35'58" E 2632.40' NORTHERLY LINE, V NE 1/4 SEC. 9 N W N M 33/34 413 FOUND 2.5"ALUM. CAP ILLEGIBLE EASTERLY LINE, E 1/2 SE 1/4 SEC. 4 1 9110 FOUND 3.25" ALUM. CAP PLS 16425 1985 SCALE. N.T.S. DATE: 01/13/25 CL/ENT NAME." REI, LLC /INVESTORS LLC SHEET NUMBER JOB NO.: 249011 REV. # REVISION DATE & DESCRIPTION JOB NAME: PELICAN LAKE RANCH FILING N02 DRAWN: JAH CHK: CAD REV: AFE NO: Acklam, Inc. 133 S. 27th Avenue Brighton, CO 80601 SC3 7 OF 141 FILE: Y:WRCHIVEIACKLAM JOBS 120201OTHERS1209025-BEEBE CRAW REZONE-PUDIDRAWINGS\209025_SURVEY CONTROL PLADian 13, 2025 12:26pm III II II II I I II III — I RED PHASE TRACT C 207 223 224 231 232 NOT A PART 210 211 PURPLE PHASE TRACT E FILING NO. 1 i FALCON WAY 239 TRACT K 252 251 250 BLUE PHASE MORNING DOVE LANE 213 214 215 216 MEADOWLARK PLACE PINK 54 PHASE I3 BUNTING WAY W ARBLER W A NUTHATCH WAY 164 161 LEDYARD ROAD SOUTH 138 163 155 133 TRACT J R,Q 157 4Cn._ 162 YELLOW PHASE 194 130 200 199 198 197 196 128 MEADOWLARK LANE _ KING FISHER WAY 97 PINK 61 82 PHASE GRAY PHASE TRACT H FAIRBANKS DRIVE 87 PELICAN LAKE DRIVE BROWN PHASE COUNTY ROAD 32 CYAN PHASE 104 105 106 -MEADOWLARK WAY 123 PINK PHASE 122 121 120 114 115 GREEN PHASE 113 117 111 110 109 CHICKADEE WAY i ORANGE PHASE TRACT M KESTREL PLACE BEEBE DRAW FARMS PARKWAY TRACT P 274 273 W ix • 262 F N 2 C 263 S W J 264 B 265 TRACT R i PHASING RED PHASE 27 LOTS BLUE PHASE 29 LOTS GREEN PHASE 29 LOTS PURPLE PHASE 22 LOTS YELLOW PHASE 21 LOTS BROWN PHASE 33 LOTS CYAN PHASE 28 LOTS PINK PHASE 36 LOTS GRAY PHASE 27 LOTS ORANGE PHASE 31 LOTS TOTAL 283 LOTS F milo !N et H W I- Q DESCRIPTION I REV. NO. aaaaaaaa UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO z Ct a Z w a 0 °o q . 0 zzO-I Z •J U Q (n - ZW w => oO_LLO WELD COUNTY, COLORADO 0 600' 1200' s>✓ 1" = 600' (HORIZONTAL) ICHK[ _ PL TAJ DATE 1/28/2025 SHEET NUMBER PH1 8 141 1 � _ BEGIN: 0+00 N: 1330805.46 E: 3225974.11 201 S16°48'27"W 403.73' R=370.00' L=122.35' A=18°56'49" R=400.00' L=125.45' A=17°58'11" PT: 7+91.99 S17°47'04"W 300.95' R=400.00' L=125.29' A=17°56'46" STATION EQUATION N: 1328606.96 E: 3225555.39 STA: 22+86.16 (FAIRBANKS DRIVE) STA: 0+50 MORNING DOVE LANE) BEGIN: 0+00 N: 1326616.53 E: 3225083.53 PC: 10+92.93 204 205 206 207 S00°09'42"E 1481.38' BEGIN: 0+00 I uu 0+00 Y L; f 0 202 z Q Y. 0+00 PI: 26+99.59 30 PC: 29+37.67 29 R=399.99' L=339.61' A=48°38'51" 28 PC: 33+85.87 27 219 TRACT E -N81°08'05"E 538.03' 220 PT: 12+18.22 PC: 4+03.73 PT: 5+26.08 S35°45'15"W 140.45' PC: 6+66.53 227 1 o ----END: 10+48.12 225 0 0 223 224 ▪ 228 Q 3 O 229 0 • 230 5+00 - S00°09'42"E 238.08' TRACT O 26 PT: 37+23.16 25 24 23 S00°29'45"E 1339.47' 5+00 22 F- N89°30'15"E 1076.46' 21 STATION EQUATION N: 1326623.75 E: 3225917.80 STA: 43+85.96 (FAIRBANKS DRIVE) STA: 8+34.30 19 (PELICAN LAKE LANE) TRACT B / 10 18 0 0 PC: 50+62.63 — 0 0 210 PT: 32+77.29 TRACT C N00°09'42"W 1048.12' 231 232 211 233 10+00 STATION EQUATION N: 1328608.42 E: 3226072.04 STA: 5+66.65 (MORNING DOVE LANE) STA: 0+50 (SNOW OWL WAY) BEGIN: 0+00 N: 1328558.42 E: 3226072.18 32 S48°48'33"E 108.58' R=400.00' L=337.29' A=48°18'48" 0 0 — + 33 0 0 a 17 S32°52'32"W 129.12' 16 / 14 13 / 412 0 11 R=775.00' L=1660.19' A=122°44'16" 42 43 STATION EQUATION N: 1324652.60 65+00 E: 3225965.81 STA: 64+97.29 (FAIRBANKS DRIVE) 9 STA:0+50 Q (SORA WAY) 8 END: 5+77.24 7 6 NOT A PART 3 34 10+00 35 36 37 38 180 OO ,s43' I BEGIN: 0+00 N: 1329218.74 E: 3227076.93 237 236 PC: 2+45.41 ± I 212 0 R=400.00' 235 L=200.81' A=28°45'50" PT: 4+46.22 234 15+00 N89°50'18"E 3219.08' 213 FILING NO. 1 238 S28°55'32"E 245.41' 239 FALCON WAY T S00°09'42"E 682.58' PC: 11+28.80 \ 174 R=400.00' L=298.11' A=42°42'07" S42°51'48"E 195.68' STATION EQUATION TRACT K 249 248 25+00 \ -L 1 1 1 1 1 MORNING DOVE LANE 214 215 STATION EQUATION N: 1328611.73 E: 3227246.08 STA: 17+40.70 o (MORNING DOVE LANE) STA:6+46.10 (FALCON DRIVE) 173 PT: 14+26.91 172 N: 1327714.63 E: 3227487.37 STA: 28+16.48 (PELICAN LAKE LANE) STA: 16+22,60 (FALCON DRIVE) N47°08'12"E 1443.55' PC: 10+76.46 179 178 4v P� 177 184 183 4 176 PI: 16+22.60 tiO O 186 S42°51'48"E 303.26' PC: 19+25.85 247 R=400.00' 185 L=167.20' A=23°57'00" BEGIN: 0+00 N: 1326848.16 E: 3227431.50 S00°10'56"W 149.21' 74 PC: 1+49.21 PT: 13+72.93 182 R=400.00' L=177.85' R=400.00' A=25°28'32" L=296.47' 216 TRACT L WARBLER WAY 171 170 PT: 31+56.84 35+00 R=200.00' L=118.68' A=33°59,53" PC: 30+38.16 166 N47°08'12"E 221.68' PI: 28+16.48 20x0 164 O 187 / PT: 20+93.06 75 0 0 76 Fq4 188 240 241 R=500.00' L=269.62' A=30°53'45" 246 PC: 32+19.08 30+00 153 STATION EQUATION N: 1328511.05 E: 3229039.63 STA: 35+56.44 (MORNING DOVE LANE) STA: 0+50 (BURGHLEY COURT) 169 END: 9+00 PI: 7+96.98 BEGIN: 0+00 N: 1329140.48 E: 3229398.48 242 N35°23'55"E 404.36' 243 BURGHLEY COURT 0 252 251 250 0 u+ 120+00 R=400.00' L=32.56' A=4°39'52" PT: 34+88.69 152 BEGIN: 0+00 N: 1328468.07 E: 3229014.07 S59°15'57"E 253.53' END: 36+94.87 151 TRACT I STATION EQUATION N: 1329114.05 E: 3229435.58 STA: 7+71.95 (BURGHLEY COURT) STA: 0+45.55 140 TRACT T (LEDYARD ROAD SOUTH) S54°31'27"E 530.82' 244 ON 141 Sx�^ PC:5+30.82 PT: 3+92.62 PC: 3+60.06 N30°44'03"E 360.06' 142 150 PT: 39+70.82 143 147 PC: 37+42.23 S33°04'17"E 679.18' 149 R=500.00' L=228.59' A=26°11'41" 146 148 167 168 160 PT: 74+17.71 159 END: 20+02.06 END: 5+04.67 R=400.00' NUTHATCH WAYS o L=400.92' i° X158 A=57°25'39" 154 161 STATION EQUATION N: 1327134.53 E: 3228783.03 STA: 30+98.75 (FALCON DRIVE) STA: 0+50 157 (NUTHATCH WAY) S66°48'48"E 589.70' 163 N00°30'46"W 504.67' 2s 00 162 VF� 189 PC: 26+82.75 R=400.00' L=165.45' A=23°41'58" 190 PT: 28+48.21 30+00 to 0 191 BEGIN: 0+00 r. NIGHTHAWK WAY N: 1326430.67\ E: 3228542.39 200 199 198 N89°30'07"E 453.10' 15+00 PT: 14+44.49 181 A=42°27'58" 73 ,\ / R=400.00' L=173.10' PT: 3+27.06 o A=24°47'43" S25°17'36"E 1294.13' 0 77 70 72 71 69 N89°43'42"E 717.72' PT: 8+05.07 0+00e."...N 5+00 BEGIN: 0+00 N: 1326116.59 E: 3226698.49 39 MEADOWLARK PLACE R=300.00 68 67 L=174.73' PT: 52+37.36 A=33°22'17" 40 PC: 53+66.48 41 51 BEGIN: 0+00 N: 1325366.03 E: 3226290.97 44 52 66 TRACT F 53 0,°_ S59°02'25"E 473.82' 50 PC: 4+73.82 49 PT: 6+17.52 BEGIN: 0+00 N: 1324690.53 E: 3225998.38 46 BEGIN: 0+00 N: 1324527.30 p 45 E: 3226553.52 PT: 70+26.67 70+00 STATION EQUATION N: 1324477.30 E: 3226553.40 STA: 71+25.52 (FAIRBANKS DRIVE) STA: 0+50 (BUNTING WAY) S00°08'15'W 248.72' PC: 2+48.72 PT: 3+21.92 BUNTING WAY S10°37'23"W 284.23' END: 6+06.15 54 48 R=400.00' 55 PT: 11+34.50 47 75+00 PC: 12+95.46 PT: 13+62.20 R=400.00' L=73.20' PT: 17+85.27 SOO°26'39"E 246.78' END: 20+32.05 PC: 7+17.72 R=200.00' L=87.34' 64 N64°42'24"E 137.28' 65 STATION EQUATION N: 1326197.82 E: 3227624.83 STA: 9+42.34 (MEADOWLARK LANE) STA: 6+90.91 (NIGHTHAWK DRIVE) R=400.00' 78 63 PELICAN LAKE PLACE 56 S38°27'23"E 247 54' • 57 0 TRACT A STATION EQUATION E: 3227045.20 STA: 76+17.33 (FAIRBANKS DRIVE) STA: 12+42.84 (PELICAN LAKE DRIVE) 80+00 62 PC: 12+71.39 N64°42'24"E 329.04' 100 79 S25°17'36"E 1294.13' 99 101 PC: 3+40.19 192 BEGIN: 0+00 N: 1327084.53 E: 3228783.48 S19°47'22"E 198.70' 80 PC: 16+21.19 61 PT: 16+73.87 60 81 S32°50'22"E 1121 46' 59 N57°09'38"E 235.48' PT: 89+10.64 58 PC: 86+80.42 L 85+00 SOO°081 5"W 49.67' S89°51'45"E 1653.75' R=250.00' L=66.73' PELICAN LAKE DRIVE S15°09'24"E 358.88' PC: 17+21.07 R=250.00' L=64.20' 102 103 197 END: 6+73.57 R=400.00' 82 TRACT G 83 35+00 155 193 STATION EQUATION NOO°29'55"W 1940.19' N: 1326380.67 E: 3228542.83 194 STA: 18+97.59 (MEADOWLARK LANE) STA: 0+50 (KING FISHER WAY) 196 I I I 20+00 96 SOO°29'53"E 340.19' CD 195 25+00 95 \-MEADOWLARK LANE 145 45+00 0 134 END: 46+50 133 139 TRACT J 175 LEDYARD ROAD SOUTH 1 38 R=800.00' L=763.49' 137 PCC: 12+94.31 136 R=250.00' L=247.72' PT: 15+42.03 S56°55'44"W 460.03' END: 75+07.27 N56°55'44"E 89.56' 135 STATION EQUATION N: 1327740.49 E: 3229700.54 STA: 19+62.49 (LEDYARD ROAD SOUTH) STA: 74+57.27 (NIGHTHAWK DRIVE) STA: 45+89.78 (MORNING DOVE LANE) PC: 70+16.79 132 END: 38+39.26 END: 40+66.44 STATION EQUATION N: 1327140.83 131 E: 3229487.76 127 0 STA: 67+77.40 (NIGHTHAWK DRIVE) STA: 38+03.51 (FALCON DRIVE) STA: 60+25.49 E: 3229494.31 (NIGHTHAWK DRIVE) STA: 28+49.10 121 130 129 (MEADOWLARK LANE) ni„,c) 30+00 KING FISHER WAY 97 L=134.68' 98 94 BEGIN: 0+00 N: 1325766.77 E: 3229449.72 93 STATION EQUATION N: 1325767.20 E: 3229499.72 STA: 54+03.71 (NIGHTHAWK DRIVE) STA: 0+50 (CHICKADEE WAY) TRACT H PT: 50+76.61 84 STATION EQUATION N: 1324638.07 E: 3228482.01 STA: 90+96.12 (FAIRBANKS DRIVE) STA: 24+74.44 85 (NIGHTHAWK DRIVE) END: 91+46.12 25+00 PC: 27+95.33 R=400.00' L=230.22' COUNTY ROAD 32 00 R=400.00' L=398.55' 86 PC: 49+33.55 92 87 91 90 126 NOO°30.03"W 491.01' 125 PT: 35+75.42 124 123 PC: 34+34.05 MEADOWLARK WAY R=90.00' L=141.38' R=230.00' 122 121 A-89°59'51" N89°30'01"E 494.94' PI: 28+49.10 5+00 PC: 4+94.94 114 NOO°29'55"W 1940.19' 115 S00°30'08"E 233.88' R=400.00' L=143.05' NOO°29'55"W 369.60' 89 35+00 88 PT: 31+93.88 104 PC: 36+46.61 S89°55'40"E 452.73' 105 106 113 END: 10+90.09 116 112 PT: 45+54.45 R=400.00' L=143.05' 111 PC: 44+11.39 110 109 PT: 40+41.80 107 R=250.00' L=395.19' 108 CHICKADEE WAY 118 • BEGIN: 0+00 N: 1334373.54 E: 3231367.85 STATION EQUATION N: 1334329.36 E: 3231391.28 STA: 7+51.67 BE DRAW FARMS PARKWAY) STA: 0+50 (EGRET ROAD) PC: 3+11.58 N37°23'14"E 311.58' BEGIN: 0+00 N: 1333794.68 E: 3230872.49 253 PC: 2+51.18 R=400.00' L=103.89' PT: 3+55.08 BEGIN: 0+00 N: 1333945.52 E: 3231590.02 STATION EQUATION N: 1333979.50 E: 3231626.69 STA: 4+74.55 (EGRET ROAD) STA: 0+50 (BLUE HERON STREET) 15-0.00 S79°2120"E 1713.22' S27°55'59"E 251.18' R141411 FARAIss4i, • ."."25+00 S81°46'53"E 402.37 283 278 282 277 S42°48'53"E 835.38' PT: 12+22.08 EGRET ROAD PC: 11+90.46 TRACT P SOO°00.57"E 564.79 260 15+00 20+00 R=400.00' / 274 S89°37'35"E 982.74' S89°37'35"E 200.40' TRACT M R=200.00' KESTREL PLACE N26°59'52"E 277.38' BEGIN: 0+00 N: 1332359.41 E: 3232149.76 26 7 TRACT N 268 iR=200.00' EAST AREA PI: 17+86.87 STATION EQUATION N: 1333324.95 I E: 3232596.81 O STA: 17+86.87 (BLUE HERON STREET) g (EGRET ROAD) END: 25+00 S89°37'35"E 982.74' BLUE HERON STREET END: 6+99 265 STATION EQUATION N: 1332714.87 E: 3232592.83 STA: 23+96.96 PC: 27+30.86 (BLUE HERON STREET) STA: 6+36.25 266 (KESTREL PLACE) PT: 30+45.02 S89°37'35"E 283.42' END: 33+28.44 PC: 32+29.70 35+00 R=1762.95' PT: 43+73.53 END: 51+00 o et LT' w 0 DESCRIPTION REV. NO. <4444444 a. 0 0 ce ,u2g 0 LL,u, UNCC CALL BEFORE Z 1/4-1 Z YOU DIG (2;z 0 811 () 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO WELD COUNTY, COLORADO 400' 800' mml PL TAJ 1/28/2025 SHEET NUMBER HC1 1" = 400' (HORIZONTAL) 9 141 OH COUNTY ROAD NOT A PART 217 \\- 218 TRACT E 238 MEADOWLARK PLACE 41 52 53 TRACT F BUNTING WAY FALCON WAY 215 216 173 TRACT L 171 170 WARBLER WAY 166 167 TRACT A FAIRBANKS DRIVE' 102 PELICAN LAKE DRIVE TRACT G 1 COUNTY ROAD 2 k' PROPOSED 8" WATER MAIN (5' DEPTH TYP.) NUTHATCH WAY 103 198 197 196 104 105 106 TRACT T TRACT J 131 127 30' CL TO ROW VARIES VARIES 27" MIN. 60' RIGHT-OF-WAY 30' CL TO ROW PROPOSED PAVED ROADWAY PROPOSED GRAVEL SHOULDER 6" OF CDOT CLASS 5 OR 6 EXISTING GROUND -0.28 4.1 VARIES T 27" MIN. VARIES PROPOSED ROADSIDE DITCH PROPOSED TYPICAL LOCAL ROADWAY SECTION LEDYARD ROAD SOUTH 135 MEADOWLARK WAY 123 124 122 107 121 112 111 110 109 108 137 136 125 i i 120 CHICKADEE WAY 119 118 EAST AREA r. TRACT I .W miI L 15' UTILITY & DRAINAGE EASEMENT 278 282 N / /> / 77 \\ KESTREL PLACE / \\ \ 270 GAS TELE \\ .269 TRACT S 267 TRACT N 268 PVC SLEEVE (TYP) MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN THE BOTTOM OF ALL CULVERTS/FLARED END SECTION AND THE TOP OF ALL DRY UTILTIIES E MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN THE BOTTOM OF ALL DRY UTILITIES AND THE TOP OF ALL WATER MAIN PROPOSED TELEPHONE MAIN GAS - TELE -- -- TELE --- E E TYPICAL INTERSECTION SLEEVING DETAIL SCALE: 1" = 20' LEGEND W PROPOSED WATER MAIN PROPOSED GAS MAIN PROPOSED TELEPHONE MAIN PROPOSED ELECTRIC MAIN PROPOSED CULVERT/STORM SEWER EXISTING WELL EXISTING GAS LINE FO- EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE EXISTING EASEMENT PROPOSED EASEMENT 11 1 11 11 11 OIL & GAS SETBACK RED PHASE BLUE PHASE GREEN PHASE PURPLE PHASE YELLOW PHASE BROWN PHASE CYAN PHASE PINK PHASE GRAY PHASE ORANGE PHASE 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO LL� .0 W c4 W I- 0 DESCRIPTION I REV. NO. aaaaaaaa z a z O I v O 08 z H z W W zOJ z—i U Q (n njzw zWJ> oo_LL.O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE: 1/28/2025 SHEET NUMBER UT1 10 141 EXISTING CONDITIONS NOTES: / • // 1 \ \ 1 \ I I 1 1 _ I I N / 1 1- 1 II 1 / \ \ I\\ \ \ 11 •\ 1 \\ -- -- i III 1 I \\ \ ,,\ \ \ \ i ---\ I \\\\ 1 \ �\ �� I C�A \ \ :\ .....", / / / 1-1---.1-'1 \\I\ [I: \� \ ,1.4": ......(:: (:"-\::(77:2`,„/'?‘ ) _ \)\\\\\ ` \\\\�,\_ : \\\\\ ,^\` \ (` t\`/'///// //,•, \ \\\ I\ `) -/ ' ---A \A\ '\ //' --' / / \'\III l\\`\\ `-- 1 _\\,�\10\��,, • 1 \ \ \ \ \ \ 111 ''----''' /-:\.A 1.\q\ \\ /\ I \ ``\ , ...........„\ Al\\IOV — \\\ 76 �1i1 \ \ \\\II \\\ • \l 1111 �..\ \ 11111I11 �i/'- O ( , , 1 \ \\`\� \:`�\ ( II I I II \ \ \ / II 1\`\\ ( �,'� \ \ . ,1 4. (♦ \ \ l , -30. X' ,7 \,:,\\,\,,„ -,.\\\\,\ I - , �`\` \ / ,,, N ( \ 1 \ \ .\\\\\\p 1 \\l \ \ \ e1\ ).. `` ` O �� 1 I I I {03 \\p\\ 11111 I \\�\./ \l11\ I AI 1 V/ '\��V•�A V\\\\\\\; i \ \ A (�. I ;`\\A A vVl /_�_ _/ \ \ ��1"Fl A O \ 1. ( )lll1/- '��. j A`V \ ` ,\ I \\� , 1 r. \\ \` \`\\\ \ • \\ \\_./ / \ \ \ / ) 1 •\• \`� -! \ \ 1 \ 1 \ �' - I/�/I� ,I' z'// I I' I \\ t ,III J� \ GRAVEL ROAD/TRAIL TO BE - ` \\, \ / 1 �' \\ \ J_-\\/ 1 \ //'.'' REMOVED DUE TO GRADING (TYP) + �� i a\�_` ; ! }/ i ^1 \\\ J \ \ , 1 1 1 \ \ \,\ .'\-^)I/// / V' ,'I \\I! \ \, ..' \ / 1 I f'/ /J /I/ `\I\\\;-\ I II 1111//' I IV(';' -'41‘''''; I NN • / 1 I \ ,,,,---,\ / \ I \ ,•••--- \ \ \ \ � 1 11111 1 I / 1 \• . 1 V 1 rp �..A 3. t \RCN \ 011 1V \O . J \ \ \ lir) I (\1 \• /.2.‘"1/11/1\()(;) \' \,�v-\`�,` REMOVE & RESET EXISTING FENCE TO 1 , / IVN ,AV � V 1 //' /I p V\� �� __' 11 /'�•-\ AJ `v�� ( .7\ V A , . ♦i' 1A\ IA\ \V \\\\\.\\.\\N AA , / \ l \ 1 l' \ \ 1 ' / \ II(nIko l hil I2/1 101 b..I / -/ / `J \\\�\\ \\\:\\\\\\`\�\\a\\\\,\\� 0111 X11 b' 11 \1 \\�/ :. \ / • / 1� 1 x..fl \1\ww \\o.\\o oI / /, 1 1 `� \ , \ \\N �l /( = 1 �\ \ i7 I I \ ICTI / ` •\\ \� \ \ - j ,I ' 111 I \ \ `\ \, \\ // / r/ �. T., , ,_• \ \ ✓ o / / `` \ O 101 1 \\\ \ I! / J1 I \A, / :1: 1:1 • r , �� / \/1)///////7/./'./ )/l/l// I / /' //////, / ---( • I \ --_-- \ :8°01----- //---_-__ lr/'''///////////////////'--''\---( / '/"l ' \\ ``\\ r rte_:;'/' iili i i\\ \ I/n /' \ ,\ \ ( / iz \\\ \ \\ / IrII\I\�\ 1 \ \\ \\\\\ { > \ \ \ N: \ I /�\ \�\\\ Wc. I 1 \ , \ \ \ N \ \ 1 11 \\\ \1I \ 1 \ \ `\ \ \\ \\`\III\\ ^ \\\ \ N /, ) \ op / I / C) I;,•r 1 } 1 \ ( 1 4•--::N I / .\ \\ \� \\\ \\ \ I �`-- �,,11��.i.�\ _ \\� \\\\\\\ \fir I zA -////1//NA 1 \1 \111`, 1 l , G - , \ \ \ \1\\ \\ �-\ I!j_� �\ \\ \1j1\ 1 / /'/'/--'' \\\I \ I'' `_\`�`\ ^`.\ \ \ TI \ I \ 11 All III ' ' /----,„ / f > \I \\ Al t\ I i l /---- , - . N\ \ . _ -' \ A \ I. \ \r � 1II' \ / ' 1 I r III 'a N \\ \\ \; I;III I \ \.---. 1 r'.I , II,J/ \ \— \ \ \ J // V \ III I , / ) A vN. \, / ' r ' ile;//( ll \ 1 \‘\‘ ' //II; / I \ \ I\ 1 1 I .\\ / / ^\ \\ 1 ! \ / I lir' \ NO j J PROPOSED R.O.W. 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N ` 5 X10 Y \ 1Q \ I I .9\\\� \��\ \ ‘..D• / �N, _ \. • N \ -Z.."\11% -c> {f, A ' 1 ` CONTRACTOR TO COORDINATE ANY \, \\A \ \ i REQUIRED GAS FACILITY REMOVAL WITH \ \\I,` \\\ \ ;1 \ RESPECTIVE UTILITY COMPANY \ \ \ '\ I\ \�J I `I l \ 1 \`\\ \ 1 OP \ \\ 1 \I ',' ` I REMOVE & RESET EXISTING FENCE TO \ / i 'I I\'\ \ PROPOSED R.O.W. ALONG FILING 2 FRONTAGE \ / \ \\ \ /- \ \1` \ 1' ` I I 11-. 55,•15555 / (I / I N \ - I `\ \ \ I 1 \\ / I I / \ \ \ I I ` / I \ \ \I \ 1 I l -- / I I \ I ._,--A COUNTY ROAD 32 " (SEE SEPARATE PLAN SET) b9 ' / 1 \ / 1 I // I \ 1 \ \ \ \•I I N \4..I I N \ \ CO \ -- \\ \\ \ 0 \ I 1 \,\ 1 \ 1 0 1 I \ I /_ \ \. \ \. \ A \Q 9 \ / I \\ \/ j/ 1 \6, / I\ 1\ / I I • / I \ I \ 1 \ I \ \ N , \ \ N • • \ • \ - `max )1 /�\ \ / 1 \ \ 1 V I . I I ,,,N // 1111111 / qkt • EAST AREA • • • GRAVEL ROAD/TRAIL TO BE REMOVED DUE TO GRADING (TYP) • • THE UNDERGROUND UTILITY INFORMATION SHOWN HAS BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL MUNICIPALITY/DISTRICT. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION CANNOT BE GUARANTEED AND THE CONTRACTOR SHALL CONFIRM UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY ACKLAM, INC. DEMOLITION PLAN NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR ANY REMOVAL AND/OR RELOCATION OF UTILITIES SHOWN ON THESE PLANS. 2. SHOULD THE DEMOLITION/CONSTRUCTION ACTIVITIES DAMAGE ANY SITE FEATURES NOT INDICATED FOR REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. /O64 LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EX. IMPROVEMENTS TO BE REMOVED EX. EASEMENT OIL & GAS SETBACK EXISTING WELL EXISTING GAS LINE FC EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO t)(1110 cc Laiej O IONS & DEMOLITION PLAN O z b o zzz (H)< Ro(DP cn 6i -u=1)7 O cuila WELD COUNTY, COLORADO 0 400' 800' mml 1" = 400' (HORIZONTAL) PL TAJ 1/28/2025 SHEET NUMBER EX1 14 / // \ 0/ i -___o .---„..„,„ O \ _ 0 ji I I I , ../.. I \ < E I ct ------,..---..-----2........„ /217 . \ STRAIGHT EDGE SAWCUT MIN 2 FT FROM EXIST EDGE OF /) . , ` PAVEMENT OR AT FIRM PAVEMENT (WHICHEVER IS LARGER), / / ) .... /00 REMOVE ASPHALT, MATCH EX PAVEMENT AT SAWCUT LINE. / / / / O� ` o DITCH SECTION VARIES - / / / MATCH EXISTING ELEVATIONS 7 2+ SEE GRADING PLAN / / / / BEGIN TRANSITION TO EX EOA & EOS 27 / . • ` \ _ I , I \ / Oo V) Z _ O L 4110 ` .. Q O :4* - O \ 403. ?3, vi/ 4+ IY 36 / • / / \ \ 0 ��7 �Op, / // / \ 4�78?233 / / / ��, 6;(/ / 218 • ■ J �.�1■� ,•��• / �•w DATE •, r'�-, GAS CROSSING -- -- 00 ► I<0 N co I i / i �, / \ NO O s \ ; 219 � N \ OJ ,� GAS CROSSING Ci' N • \N N N Oos • • 0S° DITCH SECTION VARIES 4S ^ SEE GRADING PLAN �`� •N \ '�oT \ a N . N N \• ,x00 \ ,y a. \ \ �-.76. X00' O . S'ACCORDANCE S8 77" �� \ , \ 00 \I �° DITCH SECTION VARIES - S17. SEE GRADING PLAN 3p 04^ \ ____ 47 GAS -CROSSING 0, gS, '`00 �� \ I I I I - I I I I IN I I I " • I I I a 220 rn rn o� U o I ce)2. N cd ' " I W I KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED RECOMMENDATIONS ALL INTERSECTION EDGE DEPRESSIONS SHALL BE OF PAVEMENT THAT ARE FILLED IN TO 95% FOR GEOTECHNICAL PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE \/ —�, \ 1' 10400 �� I a W LEGEND REV. NO. . • / \ �►,► R=400.00'• i I2 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH i \ . . 125.29' EOP-EOP 4=17°56'46" CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO \ \ ♦ 1�o 12+00 ��\+ ° �� 13+00 Iw S00 0942E CD - - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED / I ��i 1481.38' i 201 • - w • - / 202 I I I I I I 203 I I II FAIRBANKS DRIVE - PLAN VIEW �I . I I GAS CROSSING I - I CULVERT 1B I CULVERT 1A DITCH SECTION VARIES - 204 SEE GRADING PLAN III _ _ Z ' J U '� ' G I IIIII PROPOSED CULVERT/STORM SEWER EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4940 4940 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X HP STA=8+82.38 HP ELEV=4925.33 LP STA=5+02.16 LP STA=12+08.46 LP ELEV=4918.39 PVI STA=8+78.71 LP ELEV=420.00 4935 PVI STA=5+76.48 PVI ELEV=4927.O8 PVI STA=12+00 O0 4935 CALL UNCC BEFORE YOU 811 DIG PVI ELEV=4918.00 A.D.=-5.83 PVI ELEV=4918.00 A.D.=3.45 K=41.15 A.D.-5.35 H 240.00' VC H K=56.05 K=58.00 200.00' VC ° rn 300.00' VC . 4930 4930 00� 00� co co LX) (NI +� °o O" +� r�iH O� �" 00 �� o _STA: 4+76.4 PVC: 4918.4 STA: 6+76.4 PVT: 4921.C l**-- 71- o) 71- o •O a 11 1-800-922-1987 OR M O I- a H i 0 0 co O " rn u)0_ (nom �-� f� 4925 + i / \b IL 4925 Q> u PROPOSED GRADE ALONG c. i- ,2,83% w 301°,° UTILITY CENTER NOTIFICATION OF COLORADO 0_ a 4920 \ 4920 `� / 0.44°'° EXISTING GRADE ALONG Q C 4915 CD 4915 APPROXIMATE LOCATION OF C7 CULVERT 1A CULVERT 1B f EX GAS - DEPTH IS NOT KNOWN CULVERT 2 APPROXIMATE LOCATION OF 48" RCP 48" RCP 36" RCP EX GAS - DEPTH IS NOT KNOWN ► PROJ PL 4910 c9 4910 C C7 APPROXIMATE LOCATION OF EX GAS DEPTH IS NOT KNOWN ENG : TAJ - CHKC 4905 4905 DATE 1/28/2025 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RDI 12 141 i� I/ I /CC 209 �\Oz Q III I o LL g \ 411 D 1 N I:IIi- WI UJ II 221 222 0 CD O 223 , • I iI I I I ,CC , II I I \ �,/ / — i. a,O Lo. 0)� N — ' d- ex— ILU --\ I Q v1 0 111 - 7 H DATE T\ Li KEYMAP DESCRIPTION ' 26' EOP-EOP —�� - - - - - - - - - - - - - - -• -• - - - -- - --. - Iniii ROADWAY NOTES. . w- �- - - - - _ �' 14+00 15+00 16+00 17+00 18+00 S00°09'42"E 19+00 I I I 20+00 A I 21+00 I I I 22+00 I 23+00 24+00 25+00 26+00 I I I I I I 1. ALL EXISTING DEPRESSIONS BE FILLED SHALL BE ACCORDANCE WITH RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF PAVEMENT FILLED ALL FOR CURB UNLESS GEOTECHNICAL THE RETURN THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE I 1481.38' O ' W 0_1_ �• • w - - - Z 27+00 -1 Z J GAS CROSSING \-STATION EQUATION J _' U' C' Gc 1 205 206 °\ \ O� C� I I 0 207 I I I N: 1328606.96 E: 3225555.39 STA: 22+86.16 (FAIRBANKS DRIVE) STA: 0+50 (MORNING DOVE LANE) 208 ' U I I- Q CC 'G 1 LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED PROPOSED - - - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER O EXISTING . OIL * EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE - I O FAIRBANKS I DRIVE - PLAN VIEW FO EXISTING WATER LINE 4945 4945 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=23+49.59 811 UNCC CALL YOU 811 BEFORE DIG 4940 PVI ELEV=4924.51 4940 A.D.=1.57 K=127.39 200.00' VC _ H H 4935 _ �- i °� 4935 __ PROPOSED GRADE ALONG Q ' N N �' .71- 1-800-922-1987 r L',1 OR / • .. N 0 N , > „ > 4930 • `� `� 4930 o o N 2 53°�° HP STA=18+81.27 • UTILITY CENTER - NOTIFICATION OF COLORADO HP ELEV=4933.45 0 4925 ti PVI STA=18+72.05 0 N 4925 PVI ELEV=4934.97 -___ _ co� A.D.=-4.72 coa —_�— -0.62%-______ EXISTING GRADE ALONG QK=55.13 260.00' VC 4920 4920 OF APPROXIMATE LOCATION Fit 4915 EX GAS - DEPTH IS NOT KNOWN 4915PL III II ' TAJ r � kii �i 1/28/2025 4910 4910 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD2 13 Or 141 / �/ G / / / / / G / �J G G c� / G / / G� G / `° — M ,� M _, i \ I Ln I' H ' w Q E Ce ow%in I A O * li v lam p \_ il 110 / O -- ' - - - - W iii■ J Q N / 7 32 �' // 37+00 38+00 39+00 40+00 /, / 0�0 i C. O i7 600 / 3 III •�� IX �� P--°'°1.9 �3oS�S M r' L,J' W / / / 0 ( o, O / O II I � I \\ II -\ I \ I \ DITCH SECTION VARIES - I • \ SEE GRADING PLAN I I I� 31 T `��X� • // / / / / N - co N gg' 6 o 9. � 33 �5 ,p / O. / / , /,//, ��h� / 9 // / 4°`b 143• / o / xP / �`3/ // / / / / / / // / � / o / 35"0 / .,-, 7 v , / I GAS CROSSING 0 `' O 26 25 24 Z ' IP_ 12 la � ll �_ �� • ►I DATE iii!s____,) KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE .� . � 3 / / LEGEND REV. NO. WLLI o y' 28+00 0.�. `V N 414414141414141 o (f� S00 0942E w • ■ 29+00 w 30� a,7 I o ----- G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH i' 238.08' ■ I Y .----,,,....--/ J_ � 28 O _ /- CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO W _ _J U V � - _ FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED z 1 r-1 -__ - 26' EOP-EOP J UI C<C' G \ i DITCH SECTION VARIES - SEE GRADING PLAN I 30 I I _ 29 FAIRBANKS DRIVE - PLAN VIEW 0 `' \ W W W ill PROPOSED CULVERT/STORM SEWER / EXISTING . OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4945 4945 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=37+85.99 PVI ELEV=4930.91 LP STA=28+40.14 A.D.=0.82 4940 LP ELEV=4921.55 K=244.06 4940 CALL BEFORE YOU 811 DIG PVI STA=28+73.50 200.00' VC PVI ELEV=4921.26 rn rn A.D.=2.80 co a) N LO CD co K=42.92 EXISTING GRADE ALONG °+°cy, °+° 4935 120.00' VC ° co 4935 o PROPOSED GRADE ALONG Q o a 1 45% „co.o , - N 0 I, 1-800-922-1987 OR N M N 4930 N -' — — 4930 a Q ~ 0.63% � ` H u) — o UTILITY CENTER NOTIFICATION OF COLORADO 4925 4925 2:00 APPROX MATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4920 4920 I Fi PL 4915 /CULVERT20B 4915 OII' /� i� 36" RCP TAJ CULVERT 20A 36" RCP k CHKC 4910 4910 kii D DATE 1/28/2025 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD3 14 141 Q El ix .^ pi% VI I x H WI , ► 1 I 34 I I I I ., I , ►► ► I I I I 336 ----- yr DITCH SECTION VARIES — SEE GRADING PLAN JJ II II II II I . I I \ 38\ L.._______ ----- 39 c,-) co co + a 40 [ oLL37 ~0 4110 W N IX CI J \ DATE - 26' EOP EOP _ _----- KEYMAP DESCRIPTION —•_�� ' W.- • .-. N X�, - - - -•- - - - R;3p W W `� I 41+00 42+00 S00°29'45"E 43+00� 44+00 45+00 46+00 48+00 49+00 50+00 I I® 51+OI I4= I 1339.47'IIII Y47+00 O ROADWAY NOTES: S'`oo \ — — — — — —— — — — — — _ W — — — — — — — — — _ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE z' - ---- �� J _'• U _ I I STATION EQUATION -_ _ (WITH 31' EOP-EOP BIKE LANE) tSO x 'L 6' QCS ,`. • `'"0 '/;/' C/ H' C<1 G I 23 22 I I. II I I. I I I I17 •I I N: 1326623.75 E: 3225917.80STA: 43+85.96 (FAIRBANKS DRIVE) STA:8+34.30 (PELICAN LAKE LANE) 21 20 FAIRBANKS DITCH SECTION VARIES -44/ SEE GRADING PLAN 19 DRIVE - PLAN VIEW 18 S32°52'32"W 129.12' \ 54+00 q / 16 � ' CO /, �� '/ �- (C) LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED II II II II I PROPOSED CULVERT/STORM SEWER - 7 * FO EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4955 4955 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X HP STA=51+24.43 HP ELEV=4937.33 PVI STA=51+10.78 4950 HP STA=40+80.48 PVI ELEV=4938.71 4950 8CALL UNCC BEFORE YOU 811 DIG HP ELEV=4934.65 A.D.=-5.62 PVI STA=40+83.24 K=35.57 PVI ELEV=4935.21 LP STA=47+13.58 200.00' VC PVI STA=53+78.44 A.D.=-3.01 LP ELEV=4928.69 PVI ELEV=4932.21 4945 K=49.91 PVI STA=47+81.07 A.D.=1.64 4945 150.00' VC PVI STA-43+72.06 PVI ELEV=4928.17O STA: 52+10.7 PVT: 4936.21 K=73.04 _ IH PVI ELEV=4930.71 A.D.=3.82 + rn 120.00' VC C.IS,,,��- 1-800-922-1987 OR N� � A.D.=0.94 K=52.41 I_ • o M c) 'l- K=127.98 200.00' VC j 4940 f' 4940 120.00' VC cn �- M H M c) ,_> ,_> c.o � -� U)0 Cl)� oc.iCfl �M• (Ni + + 03 � Q� F)3 M 7 v \ uj a. Uj a_ UTILITY CENTER NOTIFICATION OF COLORADO 4935 �— 00 '2.43% 4935 a u) a. u -1.560 a CL PROPOSED GRADE ALONG 3.01° 4930 -0.62% 4930 EXISTING GRADE ALONG Q -/1 II, /Fi PROJ PL 4925 4925 II' i I CULVERT 22 1' ENG : TAJ 30" RCP ► k CHKE 4920 4920 kii ' DATE 1/28/2025 40+50 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD4 15 OF 141 1\"i 41 li 'S / 45 Vgl• 4/ \ �#16. sF , // ° ��s r, \ 42 / - �� \. \ 44 / `� �� `\ \ SS"o ` i / / �7% \ N• o N v �� / ,V \ \ 43 STATION EQUATION / Q CtN Do `L- Olt 3 I - < et 0 N DATE KEYMAP DESCRIPTION \ \ \ N \ N \ `\ so ` \ N x x \ N \v \ x \ S>Xo \ x x \ \ \ , - _ _ \ 581'00 • _ - - - • , °O / N: 1324652.60 , i / . OOx / / / E: 3225965.81 i ST / • / (FAIRBANKS DRIVE) / STA: 0+50 v , / / / / / V CHANNEL (SORA WAY) r 3.5' DEEP k° •0 / 4:1 SIDE SLOPES 6 �'' / 5 31' EOP-EOP , ' // kp0 \ .•� (WITH BIKE LANE) _ _ - _ . 6 \ \ / - - - / - \ \ �j \ \\ ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE 15 . 59+0p• . - R=775.00'• \ / LEGEND REV. NO. �\ \ \ 60+ 00 61+00 L=1660.19' 62+00 P=122°4416" \ \ \ \\ dddddddd \ \ Et ,, \\ •\\ G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH \• \ - ` \\ \ / - _ \---_-----------------� \ \ 14 \ \ \ FAIRBANKS DRIVE - - - \ • \ \ \\ \\ \ /� \ \ \\ \\ \ \ \ \ \\ \ \ 9 \\• \\ \ / - PLAN VIEW CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED IIIII PROPOSED CULVERT/STORM SEWER - * FO EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4945 4945 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X PVI STA=58+24.44 PVI STA=61+62.29 PVI ELEV=4928.71 PVI ELEV=4916.02 A.D.=-2.97 A.D.=3.25 4940 K=50.50 K=61.54 4940 UNCC CALL BEFORE YOU 811 DIG 150.00' VC 200.00' VC H � H BH 0,) N N PROPOSED GRADE ALONG 4. N rn N 6 4935 it Ln o v o N 4935 co ,_ 0- ,_ 0- �� 1-800-922-1987 a ID OR 8 '� -078°�° 4930 4930 ' ___ UTILITY CENTER NOTIFICATION OF COLORADO 4925• 4925 ..3.,5c? 4920 • 4920 EXISTING GRADE ALONG Q A----___ — -- —. e 7 PL 4915 ` , , 4915 — —0.51% TAJ CHKC 4910 4910 � DATE 1/28/2025 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 67+50 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD5 16 141 46 sic' C/) 41 \�-____-_ r--- CO N 0 \ \\ \ \ \ �\ ,\ ,\ 1 �I 31' EOP-EOP (WITH BIKE LANE) I \ \ \\ � \ �, I 57 0 \ \ \ ', I�o I o • I� I,� 1 I E Oz N o H = ao CcN 12C47 / wH _ / \--ri W 0 �� KEYMAP DESCRIPTION Op x;1660:0 �� 68+ 19 GAS CROSSING 0 GAS CROSSING 122°44 ••••••••••. - - 16 " 69+pp Iw `' 70+00 +- 71+00 72+00 ® i 73+00 74+00 75+00 I I I 76+0 CG ELF I 77+00 S89°51'45"E 78;-\ I 79+00 80+00 I H- I Lill ROADWAY NOTES: �\ S - IL o I •T 1653.75' 1653.75' A( I i 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS GEOTECHNICAL THE RETURN THAT ARE INTO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE , ND _ _ 81+00 W �� , _ 1 1 n z _ - - - - - - - - • . _ �Q' IHIN' I-1 J V CHANNEL STATION EQUATION NEL STATION EQUATION / / / I I C,) 3.5' DEEP SIDE SLOPES 3 / III • • I N: 1324477.30 3.5' DEEP N: 1324476.12 E: 3226553.40 4:1 SIDE SLOPES E: 3227045.20 STA: 71+25.52 STA: 76+17.33 (FAIRBANKS DRIVE) (FAIRBANKS DRIVE) STA: 0+50 STA: 12+42.84 (BUNTING WAY) (PELICAN LAKE DRIVE) 2 I I . I I\ . • / \ • ` i _ 04:1 0 o TRAPEZOIDAL CHANNEL J 8' WIDE BOTTOM, 3.5' DEEP I~ 4:1 SIDE SLOPES I Ic I ) I C / / / O / \ // / / / Q C LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED 7 . * EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE I / / I / / l FAIRBANKS DRIVE - PLAN VIEW A I / \ // / FO W EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=71+47.99 PVI STA=74+75.75 PVI STA=77+09.38 PVI ELEV=4905.51 PVI ELEV=4903.54 PVI ELEV=4898.71 A.D.=1.58 A.D.=-1.47 A.D.=0.61 4920 K=75.89 K=81.84 K=195.23 4920 UNCC CALL YOU 811 BEFORE DIG 120.00' VC 120.00' VC 120.00' VC ""HH � H co l'IH oo N O - d r -co 00 �� 0 �M tri rn6; ai 4915 + ti N ti 4915 EXISTING GRADE ALONG a � � U) i/ 1-800-922-1987 t,, � OR 4910 I 4910 -2.18 Nt •Nr `. / PROPOSED GRADE ALONG 4_ o - - ' - . UTILITY CENTER NOTIFICATION OF COLORADO PVI STA=68+18.44 4905 `- _ _ -0.b0°/a — — 4905 . U PVI ELEV=4912.71 > H > ,_ A.D.=-1.68 u)0- u)4 - -- _ - --__ ---�� K=71.51 120.00' VC -2.07/ 4900 flia4900 `�-..—_____ — CULVERT 23� 30" RCP 4895 4895 PL TAJ 00 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN 4890 4890 1/28/2025 67+50 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 - FAIRBANKS DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD6 17 OF 141 \ \ \\ • . \\ `\ \\ ` `\ce •\ \ \ \\ \ • \ \ \ 58 CULVERT 24A p�\ STATION EQUATION < E .„ ,,,,, v, I A v 1 li il 0 Q o W — W W ' I I 31' EOP-EOP (WITH BIKE LANE) CULVERT 24B O /��, xp N: 1324638.07 7 ��t 9 \ E:3228482.01 -off / i � •\ \ STA: 90+96.12 \ (FAIRBANKS ox , / \ \ STA: 24+74.44 DRIVE) o �� Op ce► \ \ (NIGHTHAWK DRIVE) � O x o / / / 3`b 9 \ ` ` ` / i ' X1co 7 ° `� KO •�� , `\ `\ (Ooo <j — xc) i V \ W Q II &tilli ffr Illp- DESCRIPTION 21 Wi i• /\ . - \ \ / \ / `\ -4o0.0°:22, ROADWAY NOTES: W — R, O g8}oo \ ` \ \\ WI � 82+00 O 83+00 84+00 S89°51'45"E 85+00 86+00 L-23 s'3$" 87+00 p=32 5 / \ / i \\ ` \ \ 1. ALL EXISTING DEPRESSIONS BE FILLED SHALL BE ACCORDANCE WITH RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE + I I -I- I I I- I I • 1653 75 / \ \ ` • \. \ W �� - ,--\ \ \ \ \ Z \ I- ' 2.\ TRAPEZOIDAL CHANNEL 8' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES _ �' ` \ \ \ \ • \ \ \ \ - LEGEND REV. NO. 414414141414141 102 103 / I/ O \\ \ \ \ • \ \ \ \ O \\ \ \ \ ' ` \\ \ \ I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FAIRBANKS DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER - EXISTING 7. OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE FAIRBANKS DRIVE - PLAN VIEW i EXISTING WATER LINE 4905 4905 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4900 4900 811CALL UNCC BEFORE YOU 811 DIG 4895 4895 PROPOSED GRADE ALONG a 1-800-922-1987 OR 4890 4890 -1.45% c6 UTILITY CENTER NOTIFICATION OF COLORADO 4885 cor- 4885 Q w I- (/) J W 4880 5 > 4880 EXISTING GRADE ALONG -/i A - PRO PL 4875 CULVERT 24B 4875 30" RCP ENG : TAJ 24A CA)CULVERT CHKC 30" RCP.._ 4870 4870 DATE 1/28/2025 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 91+50 FAIRBANKS DRIVE - PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD7 18 141 O O o WIW I I r-----"140 O / • / , • •/� % DITCH SECTION VARIES - ♦ •� SEE GRADING PLAN • •/ ♦ ♦�� G� 2 i • • ;.�_i�� • 138 139 N 00 M +/co DATE - G , 26' EOP-EOP III - W W "i�� 'i� /� _ \ Pet � ' 1 1 KEYMAP DESCRIPTION _ 1+00 2+00 3+00 S54 31'27"E 'I. 4+00 5+00 6+00 R;"--800 530.82' I c I� I . I I on \ I co p I ® I 7+ oo X63.49. a ` \ '5 sp" \��\\ ROADWAY NOTES: i --- �� , ,, % I • I / .-;7 / STATION EQUATION I , I I I _ 8xp0 , -______ '�Q -__ �� L \ \ ---_. \ x0 '�'` \ \ \ p \ /' \ is �� 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE 243 • ' .47 Z /•, j �/ 47 ` • ®�. I I • I N: 1329114.06 / E: 3229435.56 STA: 0+45.54 (LEDYARD ROAD SOUTH) STA: 7+71.95 (BURGHLEY COURT) 141 I i I I I LEDYARD �, `'' DITCH SECTION VARIES - 'V SEE GRADING PLAN \ CO� 10+00 141 142 143 I `' t) I '�`` ROAD SOUTH - PLAN VIEW LEGEND REV. NO. <14444444a G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 LEDYARD ROAD SOUTH PLAN & PROFILE WELD COUNTY, COLORADO SEOCTION PROPOSED LINE - MATCHES IONO7 UNLESS OTHERW EASEMENT IS Mil PROPOSED CULVERT/STORM SEWER . EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 4925 4925 EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE 4920 4920 EXISTING FENCE X LP STA=3+44.52 4915 LP ELEV=4896.42 4915 PVI STA=3+00.00 PVI ELEV=4895.50 A.D.=3.35 EXISTING GRADE ALONG Q K=74.52 4910 250.00' VC 4910 811 CALL UNCC BEFORE YOU 811 DIG O N Q Q o O c o �n O CO co O Lri cO tri c.s5 / / o .71- + CO � CO / --� _ 4905 „ Q Q / 4905 �w �� '' 1-800-922-1987 OR CL CL - / 4900 -2.27% . / 4900 �'... PROPOSED GRADE ALONG g - UTILITY CENTER NOTIFICATION OF COLORADO // 4895 4895 4890 4890 PL 4885 P-7-/1 -7 4885 TAJ 24" RCP P-2 CHKC 54" RCP 4880 4880 DATE 1/28/2025 0 60' 120' SHEET NUMBER 4875 4875 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 - LEDYARD ROAD SOUTH PROFILE VIEW r 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD8 19 OF 141 • i 134 / 136 I / I/ o DITCH SECTION VARIES - I/ I r SEE GRADING PLAN I + / I STATION EQUATION �n 14:1( - E Qz I - I J Q Q y `- I I N: 1327740.49 a I I E: 3229700.54 _ _ _ — — I I STA: 19+62.50 / , - - - - _ I I (LEDYARD ROAD SOUTH) O ' - - - - I STA: 74+57.27 J ,� \ ' • �.��c'l I / -- R'25 ,0 2, — — — — I I (NIGHTHAWK DRIVE) 'N ' ,"„ "11-ic` -- 4 — — nu 15+00 0 CO. , 0 D 16+00 --_—___ IW / / 1�x coo O — 17+0pH. _, . _ // . / / / — — — —— —�� W 18+00 Co 19+00 W U 460.03' / / O �'/ ---_-- ......... W DATE L / --_ /// ,`X CO /ice/ 26' EOP-EOP --- 20+00 / , z—_ 1 / / - - I I Z / // // . STATION EQUATION J// I I I� KEYMAP DESCRIPTION / . •// // o� C. ,4) / o / 137 // �,�o�/ p��0 / / // // // oo // x / / /' / / • / /// / / / /,/ CHI `/ / // NF / FF g1� 1/4)/../• FF 7%21\-I / N: 1327740.49 I I / IC /144 DITCH SECTION VARIES - E: 3229700.54 IROADWAY SEE GRADING PLAN STA: 19+62.50 /• I 1� (LEDYARD ROAD SOUTH) / 1 / STA: 45+89.78 I I I 'Q (MORNING DOVE LANE) / 1 I. / I ' I I / 145 I I / • / / 1 \ I I / / i / I I / \ I. / I I I I•SECTION ` I / I 1/ I / O O J� E-. O O\ I // I / LEDYARD ROAD SOUTH - PLAN VIEW NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LEGEND REV. NO. <14444444M,gT�I� G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 LEDYARD ROAD SOUTH PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER / EXISTING OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4930 4930 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X LP STA=17+87.24 LP ELEV=4908.67 PVI STA=18+19.48 4925 PVI ELEV=4907.87 4925 A.D.=3.59 K=55.71 200.00' VC 81YOU CALL UNCC BEFORE 811 DIG H oo H op 4920 o N o N 4920 -7 O — y nj r Q a Q > ,- ii 4915 u) < J 4915 ≥> a1 1-800-922-1987 OR a PROPOSED GRADE ALONG Q -1.22°/0 237% 4910 4910 UTILITY CENTER NOTIFICATION OF COLORADO 4905 4905 HP STA=16+40.05 1.08% M 6 HP ELEV=4909.67 0 CULVERT 8 a' of 15" RCP PVI STA=16+43.61 4900 Q b PVI ELEV=4910.01 Q IL 4900 ( 1 A.D.=-2.30 ( a K=52.26 Y 120.00' VC HI 411'N\-. � PRO PL EXISTING GRADE ALONG Q ` t ENG TAJ 4895 4895 CHKC `` DATE 1/28/2025 4890 4890 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 - LEDYARD ROAD SOUTH PROFILE VIEW 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD9 20 OF 141 76 o� 77 zzi►, I I I 78 79 El< IX Oz \ I LL p E 3 0 _ Q cC o N `•IX i■■ ■ � la I MIfl_I I— 0 \ �: 00 I ' N DATE Q�.o 800. , / 0S6 I 1 749, '''`00 , \ N DITCH SECTION VARIES -• SEE GRADING PLAN co I ' cv W W I: KEYMAP DESCRIPTION R' 400.00' 26' EOP-EOP W 0 177.85 cr) \ �/' 41,25°28'32" c� // \ W ROADWAY NOTES: 3+ 0 4+00 5+00 6+00 +00 8+00 9+00 S25°17'36"E 10+00 � 11+00 12+00 '� • I I I -Fiji I I I I I �p� N . NIGHTHAWK WAY j 1294.13' E i 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE \ ' , , ----- _ _ I z J STATION EQUATION Ii DITCH SECTION VARIES - SEE GRADING PLAN I 72 / / / / 73 // / / / NIGHTHAWK DRIVE / / I • - I PLAN / / / I I / / I • I I I / / // VIEW N: 1326197.82 E: . STA: 6 6+9+90.91 91 (NIGHTHAWK DRIVE) STA: 9+42.34 (MEADOWLARK LANE) 64 63 NH I§ I LEGEND REV. NO. 414414141414141 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK WAY & DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - . - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER / EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4930 4930 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE PVI STA=6+00.00 X PVI ELEV=4912.10 A.D.=-1.59 4925 K=100.67 4925 160.00' VC H EXISTING GRADE ALONG Im-i oo orn 0 (N 00 0 4920 CO LO CO 4920 811 UNCC CALL BEFORE YOU 811 DIG co rn Q a Q F- II II > 4915 < LU 4915 U) w >5 PVI STA=11+46.50 a 1-800-922-1987 OR PVI ELEV=4891.00 4910 A.D.=3.36 4910 K=74.37-- 250.00' VC L H _ - o° ' UTILITY CENTER NOTIFICATION OF COLORADO 4905 CULVERT 35� _f 0 4905 24" RCP _ ' �,� o N `3•86° `. H> �> -. • co w ( Cl- 4900 N 4900 PROPOSED GRADE ALONG 4 a fin/ PL 4895 4895 4 � , ) TAJ \ f I� 1/// CHKC 4890 4890 DATE 1/28/2025 0 60' 120' SHEET NUMBER 4885 4885 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - NIGHTHAWK DRIVE PROFILE VIEW 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 0 21 141 (V' ~ 80 81 84 837 82 1g 25+00 1 I_ — — rn 26'EOP-EOP_-- 24+00�— (f) rn 23+00 W - - - - - 2_2+_+_00_ :3_121°25_..74261.E_�- / mW �� _ _ _ - - - - - .21+00 _ 1(nT. Qz N ei 1■I ♦ o 4 12 VII o . .� ae — DATE CA OR KEYMAP DESCRIPTION __ CSTA _ -II Irrnmi -_ - -I ROADWAY NOTES: 18+0 _ _ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE W N EQUATIONW -I TIO I 13+00 14+00 S25°17'36"E 15+00 16+00 17+00 _ �� -__-- _ _ _ _ - - N: 1324638.07 \ I N E: 3228482.01 1W 1294.13' R-400.00 - - - - I - , STA: 24+74.44 I - ' W L=52.68 _ . _ _ _ _ - - \ I I (NIGHTHAWK DRIVE) I• _ . - p=7°32'46" _ _ _ _ I STA: 90+96.12 Z J _ i HI 21 I -- 62 - - - 61 _ - - - - - 1 ( TRAPEZOIDAL CHANNEL - - - / i / 8' WIDE BOTTOM, 3.5' DEEP (FAIRBANKS DRIVE (SOUTH)) 1 . 1 4:1 SIDE SLOPES U III/ I 1 . 1 1 I I I / I 1 1 . ' 1 / I I I / 58 . I / I / II / / . • 1 1 1 /II1 60 / I . 1 59 / ii II 1 NIGHTHAWK DRIVE - PLAN VIEW I I I I I I� 1 1II. 1 / " / I / I II 1 /- / / / / LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED r * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE FO W EXISTING WATER LINE 4905 4905 EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=17+46.50 4900 PVI ELEV=4888.00 4900 A.D.=-1.25 K=95.66 UNCC CALL YOU Q BEFORE DIG 120.00' VC o PVI STA=21+74.00 4895 Lo PVI ELEV=4880.50 4895 Oo 0000 0 A.D.=1.25 co c 0co K=95.66 O Q � 120.00' VC wa u)a 4890 --------- —� — �� o� o 0 4890 1 Q —800-922-1 ,I 811 OR 987 — -0.50% d o• Cn 00 4885 H a 4885 175 UTILITY CENTER NOTIFICATION OF COLORADO PROPOSED GRADE ALONG c_ —, 4880 4880 EXISTING GRADE ALONG 4_ - 4875 4875 TAJ 4870 4870 i I'!� 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 - NIGHTHAWK DRIVE PROFILE VIEW 1/28/2025 0 60' 120' SHEET NUMBER I md 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 1 22 141 2 ,5 \ \>40k` \ �G'� OP . \ \ `\ \ \ \ ,\pp \\ \ s \\ \ \\ \ \ /�o� \ \\ `' \ GAS CROSSING \ o Q E I O\ LL 11100 QO � � W — �_ �� I J ��■ DATE ,..'L' I I \ \ \ \ `'in' \ \ 0 �. \ \ \ \o \ o \ \ \ \ • \\ . \ N \ \ 86 \ \ \ O \ N \\ \ \ `9Xp• N • \ O 1.1 \•\ \ <.10,\ 0.0 \ Q\\S�9�p' \ \ \ 06, $6s' O \ 6)„ \ \ 3px _ o co co + M I 87 _ 31' EOP-EOPLEGEND (WITH BIKE LANE) 88 ' `� (p `%� + O M p � I I KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE REV. NO. <14444444TRAPEZOIDAL \ N \ \ \ • G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CHANNEL \ 31+0p - N 16' WIDE BOTTOM, 3.5' DEEP \ 4:1 SIDE SLOPES 32+00 33+00 I 34+00 S89°55'40"E 35+00 36+00 37+p0 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - - - • - FLOWLINE SECTION - - - PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED \ —coo O ---4,--___fl 452.73' ,, nn � \ � �' `� PROPOSED CULVERT/STORM SEWER 104 NIGHTHAWK DRIVE 105 - PLAN VIEW - ` _ `r __ 7. EXISTING OIL D EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE FO W- EXISTING WATER LINE 4895 4895 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X 4890 4890 1 UNCC CALL BEFORE YOU 811 DIG 4885 488581 PROPOSED GRADE ALONG 4880 EXISTING GRADE ALONG 4880 a �., ,,,,,0 1-800-922-1987 OR 4875 -0.50% 4875 `9 -..'� UTILITY CENTER NOTIFICATION OF COLORADO - 4870 4870 APPROXIMATE LOCATION OF O EX GAS - DEPTH IS NOT KNOWN 4865 4865 � P L Cp TAJ 4860 4860 �' �� CHKC 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50 - NIGHTHAWK DRIVE PROFILE VIEW - DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 12 23 141 � T3' w�� S GG - s \ `Nv \ MP. \ . \ \ ox \ \ \ O\O \ \ \ \ ` 107 \ , o o GAS CROSSING O O /92 , �� p. /7 `� ,_ICI O O �' /9y-50°� r . -- O TRAPEZOIDAL CHANNEL --' .„--- -- 16' WIDE BOTTOM, 4' DEEP� 4:1 SIDE SLOPES -- -- / /I- -/ / / ko0 - m O O - ------- .------- / 49 / m _ woo rn p (WITH BIKE LANE) / 4$ / ra\ O k CP .......- /_ 0 N20 05 1�, / / R=400.00' ,ll � 0 379 L=143.05' cr % 47 kIlpl) �t U _ - - - / / / - A=20°29'27" IO1 �O ' Q _7 E cC 0 H [ 0 4I I J Fl; i.f. cn \ ♦ ♦� 7 o I �, LIJ _ 11,■■ _____),_I li: ,• — Ir11r /-cG '•� 1 DATE ►�1 ,..'� KEYMAP DESCRIPTION , _ _ _ \� 39xo R, \I \ 0 4 p00 %_ •— —•— �6ko0 O / 05 // ROADWAY NOTES: R-:-.400 . \ N. =----95•19,°3 \\ /�' L=14 A43 °5 - . y N N \� 40+00 41+00 42+00 N00°29'55"W 43+00 4+00 27„ / p=20 — / / 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE \ \ O 1 I I I 369.60' 1 — Ra I / i \ q - . . -e� r -' \ - - - T — _ — — / TRAPEZOIDAL CHANNEL J 16' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES O,/ O I .17") g O7PROPOSED / c • I I I - - - CULVERT 37A GAS CROSSING 113 CULVERT 37B CULVERT 37C 112 LEGEND REV. NO. 11111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH . CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER 109 / 110 I 111 7. _. * FO EXISTING OIL EXISTING EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE 108 I `) V I NIGHTHAWK DRIVE - PLAN VIEW W- EXISTING WATER LINE 4890 4890 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4885 4885 LP STA=43+24.93 81 CALL UNCC BEFORE YOU 811 DIG LP ELEV=4869.93 PVI STA=43+40.00 PVI ELEV=4869.67 4880 A.D.=1.20 4880 K=149.87 180.00' VC IS. r 1-800-922-1987 OR oNH ooD'i ch 4875 o oM 0 4875 + CO N + PROPOSED GRADE ALONG 4 Q I- °'°°'° > > �� U)1 UTILITY CENTER NOTIFICATION OF COLORADO 4870 4870 �� EXISTING GRADE ALONG 4865 CULVERT 37C 0 O 4865 30" RCP CULVERT 37B 30" RCP APPROXIMATE LOCATION OF 4860 CULVERT 37A EX GAS - DEPTH IS NOT KNOWN 4860 II1PL 30" RCP li TAJ 4 4855 4855 1I CHKr 37+50 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 - NIGHTHAWK DRIVE PLAN VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 1 3 24 141 \ \\ \ TRAPEZOIDAL CHANNEL 16' WIDE BOTTOM, 4:1 SIDE t' �� ^ 0 `'" _ -- 4' DEEP SLOPES L I a_ — — — — — — I I I Iet I I 93 94 31'EOP-EOP WITH BIKE LANE 95 I I i . I II II I i I I 195 I I Iw Ill 0 CN DATE _ �'�.------- DESCRIPTION KEYMAP - --- - ------- - - --�. ..------1 I m 51+00 52+00 53+00 54+00 55+00 56+00_ I I I I I I I 57+00 N00°29'55"W 58+00 59+00 60+00 I I I I 61+00 62+00 I I I I W U) ROADWAY NOTES: i — c!oO 1940.19' 1 m_ w — — — — — — �� - - - -� - - - - - - - - - - - _ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE O ill1 �T \ -I GAS CROSSING 1 I STATION EQUATION STATION EQUATION I I r z IJ = y' R=400.00' m L=143.05' r(j, p=20°29'27" O ' O G� 114 \ I I I I I. ° II I I . ' I N: 1325767.20 E: 3229499.72STA: STA: 54+03.71 (NIGHTHAWK DRIVE) STA:0+STA: 50 (CHICKADEE WAY) 122 N: 1326388.94 E: 3229494.31 48 (NIGHTHAWK DRIVE)I 28+49.10 (MEADOWLARK LANE) 123 I I I . I I ' I I I I I I 129 IU IQ 12 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL . EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE I II . NIGHTHAWK DRIVE - PLAN VIEW 4915 4915 VV- EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE 4910 4910 1.12% E EXISTING FENCE - X �� ®�'� ' PVISTA=55+09.20 -------� 4905 PVI ELEV=4890.72 4905 A.D.=-2.52 K=79.42 PROPOSED GRADE ALONG 4 / / 200.00' VC / ` 4900 0 0 0 co / 4900 UNCC CALL BEFORE YOU 811 DIG oco o0 3. // L� in� / > > / �, i co co 48951 - 00 N.: co moo 4895 .4 PVI STA=52+50.00 PVI STA=60+37.8881 PVI ELEV=4876.05 aPVI ELEV=4907.33 ` Q 1-800-922-1987 OR A.D.=4.96 A.D.=-2.02 u) 4890 K=40.33 / K=89.15 4890 200.00' VC /- 180.00' VC ;TA: 51+50.0( 'VC: 4875.35 ♦ ♦ ♦ ♦ STA: 53+50.0( PVT: 4881.71 s ♦ rn 0 /, UTILITY CENTER NOTIFICATION OF COLORADO 4885 4885 / EXISTING GRADE ALONG 4_ 4880 4880 PL - 4875 4875 �� r TAJ � I /I 'I CHKC 4870 4870 I �/ DATE 1/28/2025 APPROXIMATE LOCATION OF �, EX GAS - DEPTH IS NOT KNOWN 0 60' 120' SHEET NUMBER 4865 4865 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 62+50 - NIGHTHAWK DRIVE PROFILE VIEW r - 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 4 25 141 COI w. w' _ 194 193 31' EOP-EOP (WITH BIKE LANE)WI- I II I I I 156 155 // 0 6 / o d / .,. • ,, . --„, • ,....__ iN 149 154 E I et Qz 111W _ I� � - 41,0H W 0 N IC � •� _ III ! LLI I I I I • DATE , T26' EOP-EOP LLIFw 63+00 64+00 N00°29'55"W 65+00 66+00_ 67+00 68+00 69+00 70+00 1 48 KEYMAP DESCRIPTION '' 1940.19' o F� +0p I- { R, w t �44�0 00- d 00 — — — — — — — — — — — — — �� STATION EQUATION , Z / °9" 53 N N: 1327740.49 / / E: 3229700.54 ROADWAY NOTES: J U ' STATION EQUATION7 / - - - _ _ N / \ N STA: 74+57.27 / / GAS CROSSING \ \ (NIGHTHAWK DRIVE) / / \ / 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE U H. Q ' 130 N: 1327140.83 E: 3229487.76 STA: 67+77.40 (NIGHTHAWK DRIVE) STA: 38+03.51 (FALCON DRIVE) 131 \ STA: 45+89.78 \ (MORNING DOVE LANE)77 ' \ �, "O \` \ / �/ O \ / N \\ \\ / / 0 N / / \ \ / \ \\ \ \ / �\ / c� \\ oo / / 133 N56°55'44"E \ \ / . VO 89.56' � �� ♦ \ ,� zo STATION EQUATION LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH ♦GGG 132 N: 1327740.49 ` VV E: 3229700.54 \ A' STA: 74+57.27 75+00 J (NIGHTHAWK DRIVE)\ G�j STA: 19+62.50 JJ • (LEDYARD ROAD SOUTH) C ' \` ♦O ♦• �� NIGHTHAWK DRIVE - PLAN VIEW CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NIGHTHAWK DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED II II II II II PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4940 4940 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X HP STA=70+17.40 HP ELEV=4923.82 PVI STA=66+14.80 PVI STA=70+57.73 4935 PVI ELEV=4919.75 PVI ELEV=4925.00 4935 PVI STA=63+64.80 A.D.=-2.76 A.D.=-5.64 PVI ELEV=4911.00 K-72 59 K=35.44 PVI STA=73+25.86 A.D.=2.38 200.00' VC 200.00' VC PVI ELEV=4914.38 811 CALL UNCC BEFORE YOU 811 DIG A.D.=1.59 K=84.13 om om 4930 200.00' VC c\Ir o M i co 0 K=94.57 4930 o O O c� 150.00' VC 00 IH "A: 62+64.80 ✓C: 4909.88 c) -7 y, �� +� ��csi �N �NHI" COM co Q� �� 7J- �� c`ro� �� j �� j =,+ '' �� o�i + 4925 co -71" �� Q w _— ,- cn� �� wa �� 4925 U) W a Q 1-800-922-1987 OR r> v� cn d 5 �- �� H d ~ N cfl N 5 1.68% ti `n 0.74% + O) 4920I4920 PVI ELEV = \0 UTILITY CENTER NOTIFICATION OF COLORADO PROPOSED GRADE ALONG \ - _ 4915 3• \ / 4915 APPROXIMATE LOCATION OF \ \` EX GAS - DEPTH IS NOT KNOWN \ / -2.37% \ / \ 4910 -�/ \ ♦ 4910 \ / / _ -. -, if I11� PL ♦ �� • �` 4905 0 EXISTING GRADE ALONG 4905 +rl' TAJ • • CHKC DATE 1/28/2025 4900 4900 62+50 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 - NIGHTHAWK DRIVE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD 15 26 141 207 I .I II I I 223 224 I IVi ! I I I I I 231 STATION EQUATION 232 \ ,\,E \ 233 Q _ I IX eA Oz L 41,0L.p Qo IX �..�� LU •�„� J - oo o 2•• w m • I I • I I • • N: 1328608.42 E: 3226072.04 STA: 5+66.65 ( MORNING DOVE LANE) STA:0+50 (SNOW OWL WAY) CO• I (\I I- kJ w II DATE ,.. \ I 1 26' EOP EOP KEYMAP DESCRIPTION Ul LLI ��_ w i ct 1 +00 2+00 3+00 ' 4+00 5+00 6+00 N89°50' 18"E 7+00 8+00 9+00 10+00 11 +00 I I I I I I I I I I �, ROADWAY NOTES: m o+oo J I I I I I lop DC I I I I I 3219.08' I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE STATION EQUATION I U_ W // -IZ N: 1328606.96 E: 3225555.39 ( STA: 0+50 (MORNING DOVE LANE) STA: 22+86.16 (FAIRBANKS DRIVE) 208 I•'J • • I • • • 209 210 211 212 = IU i_ IIC I LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED W W W i ll PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL • * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE I •I MORNING DOVE LANE - PLAN VIEW W- EXISTING WATER LINE 4950 4950 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE PVI STA=7+70.71 E EXISTING FENCE PVI STA=1+55.00 PVI ELEV=4932.54 X PVI ELEV=4927.53 EXISTING GRADE ALONG 4_ A.D.=-2.95 4945 A.D.=3.18 K=67.87 4945 K=37.76 200.00' VC 120.00' VC H STA: 6+70.71 DVC: 4935.49 H H o COr•--oxi 4940 6 o 0) 4940 O) O Nr M N F- > 81aI UNCC CALL BEFORE YOU 811 DIG ' / \ d O d 0 Ln U) CL CO / 4935 � � /_5.1004935 O ii > PVI STA=12+00.00 w PVI ELEV=4907.21 w• A.D.=7.66 ID 1-800-922-1987 OR 4930 > a / K=65.24 4930 H 500.00' VC o (3, cLO o� N o Lo _ 4925 HP STA=4+94.94 N M - + 0 4925 UTILITY CENTER NOTIFICATION OF COLORADO HP ELEV=4938.54 O� -zr coo . 90° \ ° \ r V 2.00% PVI STA=4+40.21co 7I- � \ � d CULVERT 11 Q U PVI ELEV=4942.30 Q IL 15" RCP H > 0_.D.=-8.13 Aco H > u) CLPROPOSED GRADE ALONG c. \ 4920 K=49.19 \ 4920 400.00' VC HI \ 4915 4915 \ PL TAJ \ - CHKE 4910 \ 4910 \ DATE 1/28/2025 0 60' 120' SHEET NUMBER 4905 4905 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 - MORNING DOVE LANE PROFILE VIEW 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RDI 6 27 141 . ,, \\• \ \ •\\ \\ `• . \ \\ \\ 235 1� \40z0 , \ . . \\\ \ I \ \ I ` \\• ` I0, \\ • I \ , \\ I \ 11 I \ , I I 252 251 250rt i E I 0 u. ,i. I -\ J O y (NI HO W' Ill II (i) \ \\. \ \ \`\ \ \ \ 234 `,\\ \, GAS CROSSING DITCH SECTION VARIES \ \ SEE GRADING PLAN -, - - C I I • I I I I I I [ 26' EOP-EOP 23+00 i ' N W ILL' W II . .r yi■■■ �I DATE ,.. L' I KEYMAP DESCRIPTION W - �� - - W - O I I w I I -I I I O I I I I i �. -I W 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE SHALL OF PAVEMENT DEPRESSIONS BE WITH FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE Lill- . - •�' - - - - • - - - - - - - - - - - - - - - Z ✓ I Z - - - ' STATION EQUATIONS \ T I r •II II J � C<' G O ' \ DITCH SECTION VARIES - SEE GRADING PLAN � O• /I N: 1328611.73 E: 3227246.08 STA: 17+40.70 (MORNING DOVE LANE) STA: 6+46.10 (FALCON DRIVE) 213 • I • I I I I II I I 214 215 ' U H Q 1§ I 216 LEGEND REV. NO. 4141414141414141 G EXISTING PROFLPOSED GAS LINE DITCH CAL CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - - •- SECTION PROPOSED MATCHES UNLESS OTHERWISE EASEMENT TYPISIDE PICAL NOTED G O O Z N\G-) / ll • I • W W W ill PROPOSED CULVERT/STORM SEWER * FO EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE MORNING DOVE LANE - PLAN VIEW EXISTING WATER LINE 4935 4935 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE HP STA=18+40.17 HP ELEV=4917.45 X LP STA=13+34.91 PVI STA=19+70.21 4930PVI LP ELEV=4910.61 ELEV=4920.80 4930 PVI STA=12+00.00 A.D.=-7.35 PVI ELEV=4907.21 K=67.99 A.D.=7.66 500.00' VC K=65.24 H H 4925 500.00' VC N M N Cr) 0O 4925 O6 O O CALL UNCC BEFORE YOU 811 DIG COco ON CO O O d' N O O , + rn Lo rn - U N —� �0 �� 4920 <(15 > 4920 1-800-922-1987 a t5 OR 4915 4915 1.76% CULVERT 4 15" RCP UTILITY CENTER NOTIFICATION OF COLORADO 4910 4910 EXISTING GRADE ALONG Q PROPOSED GRADE ALONG 4. 0 59% 4905 4905 CULVERTS 30" RCP 4900 O 4900 PROJ PL ENG : TAJ T_- CHKC 4895 O APPROXIMATE LOCATION OF 4895 , DATE 1/28/2025 EX GAS - DEPTH IS NOT KNOWN 0 60' 120' SHEET NUMBER 4890 4890 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 - MORNING DOVE LANE PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RDI 7 28 141 oo � 2484 , I 249 \ O■�. OO' O DITCH SECTION C\1 SEE GRADING C LUI wt II VARIES 247 - PLAN 26'EOPEOP 246 ---- 244 0 245 6, N a _-- 4.9 Q � IX Qz � H I\G:\ \ -,••, J CC Oi IX � �� ■■ ■ ■.�„ DATE LLJF '� DESCRIPTION • n R-50p.0p 111 KEYMAP 24+00 25+00 +00 27+00 2R+00 29+00 N89°50'18"E 30+00 31+00 32+00 I I L-269.62, • \ ' A-30°53'45„ � ' I I I I I I I I I I I I 3219.08' ct I I o I I \ ROADWAY NOTES: Z _ GAS CROSSING `� - -___ ��/ ---1--' 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE J I. U QI C' GG �'' GAS CROSSING I G' DITCH SECTION O SEE GRADING I O I � \ / VARIES - PLAN I ' I �\ • . 153 - -- -- -- y IV �)� i� '� LEGEND REV. NO. 44414141414141 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH �' Q O O \_________-G • -,„,,,,,N \ G \ C' \ N N • N \ \ • \ � O \�EXISTING 0 152 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED I I I I II PROPOSED CULVERT/STORM SEWER / OIL . * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE • \ \ MORNING DOVE LANE - PLAN VIEW W- EXISTING WATER LINE 4920 4920 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=24+40.21 PVI ELEV=4894.53 PVI STA=33+68.43 A.D.-4.88 PVI ELEV=4904.96 4915 K=69.68 A.D.=-3.08 4915 81 1 CALL BEFORE YOU 811 DIG 340.00' VC _l K=81.26 250.00' VC N M j N PVI STA=31 +40.21 o • o M H _ PVI ELEV=4896.80 4910 N 4 LP STA=27+78.47 A.D.=1.87 co o M "' 4910 Q �j Q LP ELEV=4892.44 N °' co 0- u) PVI STA=28+40.21 140.00' VC coH H co PVI ELEV=4891.69 N N © u) a I—> ---1 1-800-922-1987 OR A.D.=2.41 O� o"' �� u) °- 4905 K=124.31 + + 0 4905 300.00' VC M 7r N N N I- • UTILITY CENTER NOTIFICATION OF COLORADO 4900 c rn i 3 gS0/ 4900 N N / ,' PROPOSED GRADE ALONG 4_ 4895 1.70% 4895 -0.71% EXISTING GRADE ALONG Q 4890 /,� 4890 PL APPROXIMATE LOCATION OF G� TAJ EX GAS - DEPTH IS NOT KNOWN CULVERT 5 _ CHKC 36" RCP 4885 4885 DATE 1/28/2025 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 - MORNING DOVE LANE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 8 29 141 < \ , \ __ / / \ /, • . . ___\ __ • \ • . __ ___ ____ // . ,.... . j I E ix ,,, 0 I I III ,i. 4011 //// // 146 c, 145 I' I _ r < O 71 \ \\ \ 147 v+CV \ \ \ \ \ \ \ o M ._ O a W G O IX I �� - �� W i- �� I DATE ,.. L \ \ \ O I 1 _ k - f- KEYMAP DESCRIPTION \ \ r' /----- `' \ �' i 39+00 i 41+00 42+00 ° " 44+00 45+00 S33 0417E 46+ 0. /--/ /...1..40+00 \ \ \® I �O I \ R=500.00' I I I I I I I I I 679.18' \ \ \ / / / L=228.59' 0 ROADWAY NOTES: \' \ / 38�p0 \ -6=26°11'41" --- \ \ \ / / �� I STATION EQUATION 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE \ \ \ S \ ` \ � \ •61 \• �` / > cly` /// / k00 Z _ _ _ _ _ / / _ _ - -I \ --- -- / \ / // / 0151" /GAS CROSSING I I \ 559 630 / / / 2 • I / / I / 6k00 / / 3 / / / �1 II / .---,/// \•\\ / / / / / / 148 \\ / / ----- 150 \ / / STATION EQUATION \ \ I N: 1327740.49 I E: 3229700.54 I I STA: 45+89.78 I (MORNING STA: 19+62.50 \ I \ (LEDYARD �` \ 0 \\ \ \ DOVE LANE) ROAD SOUTH) LEGEND REV. NO. 44414141414141\ G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH 61 / / / E: 3229039.63 N: 1328511.05 \ STA: 35+56.44 \ \ f1 (MORNING DOVE LANE) V�` STA: 0+50 149 \ \ \ \\ �` (BURGHLEY COURT) C7 N /` \ \ . 151 O \ \ \ MORNING DOVE LANE - PLAN VIEW \` \ \ CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MORNING DOVE LANE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED I I I i I PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X 4920 4920 81 I UNCC CALL BEFORE YOU 811 DIG c ti 6 o o Lc, 71- 4915 ii ii > 4915 I- J — — -- PROPOSED GRADE ALONG i "I" LO — --• ` \ a a �� 1-800-922-1987 OR ` __ 4910 rn o �� 4910 co • w e @. 0.50% i- > ,_,a_ unu UTILITY CENTER NOTIFICATION OF COLORADO 4905 4905 O i EXISTING GRADE ALONG 4 4900 4900 APPROXIMATE LOCATION OF EX GAS - DEPTH IS NOT KNOWN PL 4895 4895 TAJ 0 CHKC 4890 4890 DATE 1/28/2025 34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 46+50 - MORNING DOVE LANE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD 1 9 30 141 70 o Z __ \ m 71 \ \ \ \ `\ `\,‘ \ \ .\ \ \ `\ ` `\ \ `\ \ \ \` \ `\ ` ...1- \ 72 \ \ \\ \ w \\//// \ -�� • .�� ti ` 0 N. // •/ °- / 9k , k� 77E O /// / '3 // / / kop /// �/ 12\ �� ,A Acro,Ik N6 ply fn / p 32 / 11ko / / / R=400.00' / L=173.10' --- L=24°47'43"m o•/ /Un 1pkp / / / VA // N 1 / STATION EQUATION c_„, u I y z - \ I O imil<m ll 4 rt 0 y I . .� I- �� H —`iii • / DATE L / _ _ , / 2�'E N: 1326197.82 \ �� - ---- 26' EOP-EOP �° p2 '� pp' N6 2a / E: 3227624.83 \ STA:9+42.34 KEYMAP DESCRIPTION R=20°• ` 131 ,,,,6,‘ — k� \ 78 L_3I ,8 / 19 �\ \ (MEADOWLARK LANE) \ \\ 1+00 2+00 3+00 N89°43'42"E 4+00 5+00 6+00 7+00 I I p=25°p\ / / / STA: 6+90.91 (NIGHTHAWK DRIVE) I I I I I 7171.72' I g O I I / \ `\ \ ` \ ROADWAY NOTES: 1 - - / ` - - - - - - - - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE \ I I__-- \ \ \ \ ` ` \ / `\ ` i - - MEADOWLARK PLACE - PLAN VIEW `\ \ `\ \\ \ LEGEND REV. NO. 4965 4965 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK PLACE PLAN & PROFILE WELD COUNTY, COLORADO 4960 4960 - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED Mill PROPOSED CULVERT/STORM SEWER 4955 o 4955 EXISTING OIL EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE PVI STA = 1+60.73 PVI ELEV = 4952.76 EXISTING GRADE ALONG Q 4950 ♦ 4950 ♦ ♦ ♦ 4945 \ 4945 W- EXISTING WATER LINE ♦ • EXISTING OVERHEAD ELECTRIC LINES \ \ OH EXISTING UNDERGROUND ELECTRIC LINE 4940 \ 4940 E EXISTING FENCE X \ 6 \ 4935 So •\— 4935 ♦ PVI STA=7+72.66 \ PVI ELEV=4911.46 • A.D.=4.75 4930 • K=42.11 4930 UNCC CALL BEFORE YOU 811 DIG 200.00' VC HI IH `0 N 06 N + rn N + rn 4925 co 4925 a �� a� 1-800-922-1987 OR M CO M 4920 c, o o .r M o 4920 N �� " > "_ > 'L > UTILITY CENTER NOTIFICATION OF COLORADO Q U VI V I PVI ELE PVI STA PVI STA PVI ELE 4915 Cl) 4915 > PROPOSED GRADE ALONG Q 4910 4910 -2.00% 4905 2.00% -2.00% -1.84% 4905 / PL TAJ No. CHKC� 4900 4900 -�_ , - DATE 1/28/2025 0 60' 120' SHEET NUMBER 4895 4895 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 MEADOWLARK PLACE - PROFILE VIEW r 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD20 31 141 c 198 N, C.9/ G G c 197 196 I I I I 194 Q El IX Qz y [ o - LL ii: 1110 rCN J 200 ii � �` �., 199 rn IIco I I TRAPEZOIDAL CHANNEL 16' WIDE BOTTOM, 3.5' DEEP /4:1SIDESLOPESSEE CULVERT 31 \ DITCH SECTION VARIES -• GRADING PLAN • 195I _ cr) '� 1w w II v) DC w -----� ll �� • �r� DATE ■ I KEYMAP DESCRIPTION 27+00 19+00 26' EOP-EOP 1 -.WI _ _ - J r - --•-•-•-•-•-• . w ROADWAY NOTES: 23+00I 24 00 25 00 26 00 18+00 20-I 00 21+00 22� 00 N89°30'04"E 15+00 16+00 17+00 N89°30'07"E O m 14+00 I ®I C° r 951.51' CULVERT 32 I i _ I 453.10' - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE • ` - �_ , 1z02.1 _-- _ - _ (P` DITCH SECTION VARIES - STATION EQUATION Z SEE GRADING PLAN �, `� 101 I I ` I I II I N: 1326380.67 E: 3228542.83 STA: 18+97.58 (MEADOWLARK LANE) STA: 0+50 (KING FISHER WAY) 96 I I I I I I DITCH SECTION VARIES - SEE GRADING PLAN ' I ' Q G I 95 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK LANE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED W W W ill PROPOSED CULVERT/STORM SEWER - I• I • II • 7. EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE MEADOWLARK LANE - PLAN VIEW W- EXISTING WATER LINE 4920 4920 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X LP STA=24+07.36 4915 PVI STA=14+11.97 HP STA=22+27.55 LP ELEV=4898.39 4915 PVI ELEV=4899.91 HP ELEV=4899.35 PVI STA=24+70.12 CALL UNCC BEFORE YOU 811 DIG A.D.=-1.25 PVI ELEV=4897.84 K=96.36 PVI STA=21+60.97 A.D.=3.58 120.00' VC PVI ELEV=4899.91 K=55.86 4910 A.D.- 3.99 - 200.00' VC 4910 N- ti K=50.12 LP STA=17+94.69Fill 200.00' VC co + � LP ELEV=4890.32 0 o ~o r PVI STA=18+00.19 a? � • °? N M � co a 1-800-922-1987 OR 4905 > PVI ELEV=4887.91 co rn m N N 4905 u) D- A.D.=6.41 ov N� i-� �� K=46.78 Q cU Q PROPOSED GRADE ALONG q_ 300.00' VCIH Zg1°'° H ` 4900 ,_ � , 4900 UTILITY CENTER NOTIFICATION OF COLORADO ,- - -0.67°,° , �, co7r a) -- — — — —A--"- / � H > H> 4895 • �9% u) 3:3'1°/° 4895 11 CULVERT 32 30" RCP EXISTING GRADE ALONG Q 4890 4890 / CULVERT 31 / PL 36" RCP TAJ -.... CHKr 4885 4885 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 - MEADOWLARK LANE PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD2 I 32 141 I• I I 131 I I I END: 40+66.44 Q _ ix Oo I I I I 127 I °�E ,,, / /�, _��\ [ I I //// 1 I o— I) `� 1 i 4 Qo rty • \ + DC I co I I DATE \12C: I I I I I I 130 I• I I O O �— co � o Z o O o I11°) I I I I I X " __.,\ KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE N' II I128•I I I 129 STATION EQUATION+II I co O I 125 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH o I I N: 1326388.96 E: 3229494.31 Lc-) I M \ \ PT: 35+75.42 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 MEADOWLARK WAY PLAN & PROFILE WELD COUNTY, COLORADO - • FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED W WI I COI ' I N I STA: 28+49.10 (MEADOWLARK LANE) STA: 60+25.49 (NIGHTHAWK DRIVE) --- co / a / / I \ I / W W W i ll PROPOSED CULVERT/STORM SEWER J � 26' EOP-EOP � p0 X --- EXISTING OIL EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE LIJ co 34+00 CO 28+00 lE29+00 30+00 31+00 N89°30'05"E 32+00 ' 33+00 / �> I � I I I i I I I I I 584.95' � - W = � R=90.00' X / // - . Z `4._._ �� j / L=141.38' � I A=90°00'08" J IO1 HI GGCI I I I I I I I MEADOWLARK - _ - - _ \ ` WAY - PLAN VIEW -- -. _-- W- EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X I 4930 4930 81UNCC CALL BEFORE YOU 811 DIG HP STA=36+34.35 HP ELEV=4914.47 PVI STA=36+78.50 4925 PVI ELEV=4915.25 4925 A.D.=-3.91 PVI STA=27+29.05 K=51.15 PVI ELEV=4905.39 200.00' VC A.D.=-2.03 Q1 Sr- 1-800-922-1987 OR 4920 K=74.05 m 4920 150.00' VCLo O N O • Q Q O7 cd 4915 N Nc o oi o N o U)� U)� o 4915 CENTER NOTIFICATION OF COLORADO to cy)UTILITY F-> Ho_-- N N II N II \ M " II II > II > II > PROPOSED GRADE ALONG > H- ~ � ~ w J -2.g ° c i 2/ w 4910 - -_- .. • w w w 1.09% a 5 4910 a� 0_a a0_ � r, - — EXISTING GRADE ALONG 4 4905 /-- •• 4905 / / ` TAJ CULVERT 34 / / • • -2.00% 24" RCP - • , ow C H K C� 4900 2.00% • • 4900 - - DATE 1/28/2025 —0.89% 0 60' 120' SHEET NUMBER 4895 4895 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+75 - MEADOWLARK WAY PROFILE VIEW 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD22 33 141 Q / ../// // / / ////,• // G G / • /' / ' �.�// / I I I 251 I I Iw • F, Vi I Qz I \ \\ -\ 3 < / / G / /o / -o o �' I 252II 6 i a_ i i I • I II I 214 I Iw kr) CO W DC tn O W — ------ �► DATE � ,.. \ c, ___--- - - 26' EOP-EOP III ' , , I�\ ILIJ s �' J- p0, 1 KEYMAP DESCRIPTION �� 238 ., "� R ,200.8 4+00 b 5+00 S00°09'42"E 6+00 7+00 S00°09'42"E 8+00 9+00 g.45'5° `� p,2 682.58' 682.58' ' / %3/0 - r - - - - - - - - w ROADWAY NOTES: ' _ \ / - - _ - // 1 I IZ J 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE / � . �� `xO0 - ,-' STATION EQUATION '= O2 / o I I / / I 32� g° SZ 2 �` i 1x�� / N: 1328611.73 E: 3227246.08 STA: 6+46.10 (FALCON DRIVE) STA: 17+40.70 (MORNING DOVE LANE) I I I I I • 213 'I- I O Q CC G / I II LEGEND REV. NO. 414414141414141 y \ / / i \\ / O I I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH 7 ' _ _ v / I/ / / / / / / / / / /// / / / 0 // I 235 FALCON WAY 234 - PLAN VIEW I I II I I • • • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIII PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4930 4930 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4916.46 i+46.10 4916.72 i+59.10 4916.46 4925 O 4925 co co + (.O II ii — > II ii — > II II > 811 CALL UNCC BEFORE YOU 811 DIG 4920 u)w c~/) w co w 4920 41 5 5 5 MCI_ 47% 4915 4915 IIIS„, t,5 1-800-922-1987 OR PROPOSED GRADE ALONG 2.00% -2.00% 4910 ° /° o HP STA=8+22.38 0 4910 co c\i 300 u-i co HP ELEV=4918.51 ui cci UTILITY CENTER NOTIFICATION OF COLORADO o `� PVI STA=8+50.00C3) 71 - PVI STA = 1+ PVI ELEV = H > `� PVI ELEV=4919.27 A.D.=-4.66 co > co CL 4905 K=32.21 4905 150.00' VC 4900 4900 EXISTING GRADE ALONG / "Al PROJ PL I I 4895 4895 ENG:TAJ kii 'lCHKE DATE 1/28/2025 4890 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 - FALCON WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD23 34 141 1 1 1\ , I I \ `I v?, I. \ ,�\ 165 / �/ i, ,, \ \• . cS' \ \ \ // / \ V\ \ \ / // . / // NkS' \ \ \ • \ \ /' / ^4x0 / / /' 19+00 ` \ \ �� ♦ 0 \ / / / ° �� . / , \\\ �� \ / 5 �0 ./ / • \ �\ �� /• / 172 \ • �. / STATION EQUATION \ / / lict E ct I Z %..) e , , ,.- ..... pi. / ■■■ i < Fisl W Vi ♦ ♦��..� IX .�, WI - - -►� tll��. � __� / �•♦ �� ♦ DATE N: 1327714.63 \ E: 3227487.37 \ STA: 16+22.60 \ (FALCON DRIVE) iI STA: 28+16.48 / ^0x0 (PELICAN LAKE LANE) 173 //'/ •�� / / / / 186 / 0 31' EOP-EOP (WITH BIKE LANE) / / \ G. \\/ i / \ ,..�� - KEYMAP DESCRIPTION �' I— W _�__ ' - S00°09'42"E 682.58' / // o, s i \ / \ , A% / / • �t),9, p,<O. \ / / / / x�6 // //xoo / /�\ \ \ \\ // /,/ 7 / / / N� / /' \ \ `\ \ \ / / / / / • / / / \ ` \ / / O /' /'' \ \ \\ \ \ \ /'� /' y / / \ \ / om 0 / \ \ \ \ / // / co , 0 , �x0 / \ \ \\ \ \ / / , �c\O • . / // \ � / ' U / \:'`L ° D` / \ \ / / a ,— / D°N �/ \\ - - -• • 13x00 V' \ \ ' / \ \ 185 ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE ITH OF PAVEMENT FILLED ALL FOR THE CURB RETURN UNLESS THAT ARE IN TO 95% OTECHNICAL PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH W i'' 175 \ \ Lu \ 10+00 o 11+00 12+00 i \ / / \ \ CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO — • — FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED i cobI _ / / / / , \ \ i . \ \\0 z- //// \ - _ _ _\ ' \ \ � � � i ll PROPOSED CULVERT/STORM SEWER J II O ~' c�I G 26' EOP-EOP 1 / \ , \ 184 / //j / \ \ /,/ •/ \ \ `\ \ 174 / /// 176 \ c, \\ // /• / \\`\ • \\ /'�. / \\ \\ FALCON DRIVE - PLAN VIEW 7. EXISTING OIL . * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=12+40.36 PVI ELEV=4906.83 A.D.=2.44 4920 K=61.58 4920 150.00' VC 811 CALL UNCC BEFORE YOU 811 DIG co co N co N co 4915 co 4915 ,3 19� H > a co �� 1-800-922-1987 OR 4910 4910 ® .. PROPOSED GRADE ALONG 4 _ 4905 4905 UTILITY CENTER NOTIFICATION OF COLORADO -0.75% 4900 4900 �'' EXISTING GRADE ALONG , �' 4895 4895 /,II' PL 1/ � �� TAJ 4890 4890 II CHKL 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 - FALCON DRIVE PROFILE VIEW kii D� DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD24 35 OF 141 M DITCH SECTION # SEE GRADING � �� 4/1 h'37 CO — _ — — — 164 VARIES PLAN OO o N 163 31' EOP EOP (WITH BIKE LANE) � ` `� �� co co V( 11 — _ — — — — Q 7 E ix.^�� 0 Z \■��I�� II LL t-•• , .,• I .4,,,,,, o �►♦ ♦� �rl■■ .�, ■ W �. _ � - ,_-- J . a ■ DATE KEYMAP DESCRIPTION /' '� �' R=400.00' — — — p° , n v' �C/ h R=4°°' - r0° 20 p+ 0 L=167.20' L=16545„ 2$ 4=23°57'00" 21+00 -� 22+00 23+00 S66°48'48"E 24+00 A 25+00 26+00 27+00 p=23°41 ROADWAY NOTES: I I I 589 70' _�'` \ \ V4 ° °- • �� 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE U • �� /`' \ _ 'CC/- _ - - \ _- _ - _ - _ - `� • / ' / / DITCH SECTION VARIES - / SEE GRADING PLAN / 187 / \ / 188 `.C / �� • 1 \I -._.. � G- 189 `�� X 190 LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL NOTED SEWER 7 * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE G- FALCON DRIVE - PLAN VIEW FO W EXISTING WATER LINE 4930 4930 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X PVI STA=23+16.84 PVI ELEV=4913.22 A.D.=-2.88 4925 LP STA=19+76.67 K=52.15 4925 LP ELEV=4901.43 150.00' VC allM UNCC CALL YOU 811 BEFORE DIG PVI STA=20+65.36 �r rr PVI ELEV=4900.64 oo ti - 00 PROPOSED GRADE ALONG 4. -0.57% A.D.=5.75 4920 K=41.74 N rn d �+� rn 'i� �- 4920 240.00'VC N a N , i I— H ` I� --__` �' l M� Cr)� �� cna 2.12% _�� .= 1-800-922-19 t/ OR 8 7 4915 + 0) + 3 4915 7, 7r 00 HP STA=27+17.92 co T, N > , > N ai HP ELEV=4920.73 o a a ✓ co 7r PVI STA=26+83.28 r- / / / cV ' ' PVI ELEV=4921.00 N 4910 ✓ % IL Q Q > co > A.D.=-2.69 4910 UTILITY CENTER NOTIFICATION OF COLORADO ' ✓ ✓ olo i `� K=44.56 ✓ ,p0 EXISTING GRADE ALONG � -' 120.00' VC ✓ ., 4905 - 4905 , ®L__--- _ �8 --------- 4900 4900 PL TAJ - CULVERT 29 30" RCP 4895 4895 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 - FALCON DRIVE PROFILE VIEW 1 /28/2025 0 60' 120' SHEET NUMBER I mml 1"= 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD25 36 OF 141 / 155 i iE 133 Q 7 et .^ pi% V I i 1I _O )U lam 410 J CO' w� W� I (01_ 162 I I I I I I I I 157 DITCH SECTION SEE GRADING L CULVERT 30 __ I VARIES PLAN I __ - _� 156 I I I I I I •z Iw 11 N o 132 IX ♦ ♦ .� WI I ) _ •- r■ DATE E E , ■ KEYMAP DESCRIPTION - -- -- LLJ - - - I w •J� - 36+00 37+00 38+00 29+00 30+00 31+00 32+00 33+00 34+00 N89°29'14"E 35+00 I I I I I I ROADWAY NOTES: I I I �O I I I i I I 991.05' (.9'. -GAS CROSSING - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LLJ� - - - - - - . - . - - - - - . - - . - - - _ Z _ _ _- --II_ 31' EOP EOP O STATION EQUATION STATION EQUATION (WITH BIKE LANE) •I N: 1327140.83 _' N: 1327134.49 U E: 3228783.03 I'' STA: 30+98.75 Q (FALCON DRIVE) 2' STA: 0+49.96 (NUTHATCH WAY) I 191 DITCH SECTION SEE GRADING C.1 192 G 0 G •I . I . VARIES I • I l PLAN - 193 I•I I I I I • I I E: 3229487.76 STA: 38+03.51 (FALCON DRIVE) STA: 67+77.40 (NIGHTHAWK DRIVE) 131 LEGEND REV. NO. <14444444 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 FALCON DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE / �.� FALCON DRIVE - PLAN VIEW i I I i W- EXISTING WATER LINE 4935 4935 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=30+15.28 PVI STA=36+75.00 PVI ELEV=4919.11 LP STA=33+91.20 PVI ELEV=4918.39 A.D.=-2.56 LP ELEV=4909.20 A.D.=-2.75 4930 K=58.53 PVI STA=34+21.99 K=54.55 4930 150.00' VC PVI ELEV=4906.37 150.00' VC o 811UNCC BEFORE YOU 811 DIG �• A.D.=7.88 H ,_ o ~ N� Nco K=38.06 och orn °+' ci6 �� 300.00'VC o o6 4925 N o C m• �o M co 4925 N -CALL M� �� _ (15 a IIIS,, �5 1-800-922-1987 OR 4920 I- 2 00°/ 4920 ` N / .. /' , 4915 4915 UTILITY CENTER NOTIFICATION OF COLORADO ,3 ,3• %�` �°°' • PROPOSED GRADE ALONG Q 4910 4910 ®p / / _.4905 0\ i 4905 / PL EXISTING GRADE ALONG APPROXIMATE LOCATION OF TAJ CULVERT 30 EX GAS - DEPTH IS NOT KNOWN 24" RCP � _- ICHKL 4900 4900 28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+50 - FALCON DRIVE PROFILE VIEW �1, - DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD26 37 141 . I . I < ._ I 0 . Iw E ' O X' X lo o co l n o 23 O �� I 41,0 �� Q o �� 0 o Ili X 0 to o _� M � I x x 22 I I I 11 I I 34 ,�i IT ^ ti o<� ICI ll I'm �� I ♦ J ♦rte f •� DATE ' — 26' EOP-EOP f i o _ ( KEYMAP DESCRIPTION R:=4.00-09:, k0 ° M 12 -� _ \ I:4229°62.14' X �° z z 27 $„ f� 4 4+00 5+00 6+00 i 7+00 8+0( 9+00 10+00 11+00 O , n + 2+00 3+00 ° E N8 I I I I I II I I I ROADWAY NOTES: I I I 1076.46' O `� �- _ 1. ALL EXISTING FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE CULVERT 25.1 - - - - - 31' EOP-EOP leg) COUNTY ROAD (SEE SEPARATE PLAN SI -G G STATION EQUATION (WITH BIKE LANE) ---- ---�- - STATION EQUATION - - - - - - N: 1326623.75 E: 3225917.80 I CULVERT 25 , N: 1326617.05 E: 3225142.84 STA: 0+59.31 (PELICAN LAKE LANE) STA: 29+61.64 (COUNTY ROAD 39) STA: 8+34.30 (PELICAN LAKE LANE) 21 STA: 43+85.96 (FAIRBANKS DRIVE) I I . I I . I 35 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH C CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE LANE PLAN & PROFILE WELD COUNTY, COLORADO 20 I I.II I • 36 - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I II PROPOSED CULVERT/STORM SEWER 7 - EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE PELICAN LAKE LANE - PLAN VIEW EXISTING WATER LINE 4960 4960 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 811 CALL UNCC BEFORE YOU 811 DIG 4955 HP STA=12+02.11 4955 HP ELEV=4939.53 PVI STA=9+63.40 PVI STA=11+81.24 '2.Op/ PVI STA-7+00.00 PVI ELEV=4932.77 PVI ELEV=4940.48 PVI ELEV=4932.87 A.D.=1.54 A.D.= 5.54 4950 A.D.=1.69K=88.57 K=97.20 K=27.06 4950 150.00'VC 150.00'VC PVI STA = 0+87.06 PVI ELEV = 4952.75 150.00' VC a V -IS'"Cr,..... 1-800-922-1987 OR _ PROPOSED GRADE ALONG Ho N- o N M d a0 /— o� oc N oo� N ooh +co N �rn 4945 Lri NM ��, �� +� ��'�4945 ,,_ a > F-> Q� (0 • L ° TA: 3+25.00_ VT: 4946.72 ,36 U' a `� f cn Ha — UTILITY CENTER NOTIFICATION OF COLORADO • ° 4940 PVI STA=2+50.00 • 4940 PVI ELEV=4949.49co M o + ,/ H > A.D.=-1.69 + + "* / u) d K=88.61 °� J °� II / 5AN. o/o 150.00' VC < w a w / / 3 4935 > ≥ 4935 r ( w c~n w / ma_ a_ 0- a a / / / EXISTING GRADE ALONG Q -2.00% 2 00% / PROS PL 4930 4930 ENG . TAJ CULVERT 25.1 • , �� CHKE _ 18" RCP CULVERT 25 2.00% -2.00% 18" RCP ' - " DATE 1/28/2025 4925 4925 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - PELICAN LAKE LANE PROFILE VIEW 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD27 38 141 _ -,_____------ \ I ,` 14,/ 4V sI (�I\ _ 180 M I._ M 179 31' EOP EOP (WITH BIKE LANE)L 178 0 'e O/(9' \ O 177 O \\, O _VG G ON 176op ' Io GAS CROSSING 'w w E Ce IA Qz I O 11 6Im p, --\ , Q 12 J O ae 11III� _♦ F.J _ / / \szir, DATE • 1 KEYMAP DESCRIPTION 14+00 15+00 16+00 17+00 18+00 19+00 N47°08'12"E 20+00 21+00 22+00 23+00 24+00 I I I I I I I ` ` Ct I I 1443.55' I I I I I I I I O i � ROADWAY NOTES: Z `--- _• fr-c,I R=400.00' QI L=296.47' D=42°27'58" 181 182 183 PELICAN LAKE LANE - PLAN VIEW 184 -LW '= '� \ ' \ I J 185 z z U ..,,,,,,r -.... 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF DEPRESSIONS SHALL BE WITH PAVEMENT FILLED ALL FOR CURB UNLESS GEOTECHNICAL THE RETURN THAT ARE IN TO 95% PROJECT. RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE LANE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED 7 EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE 4945 4945 PVI STA=19+69.88 FO W EXISTING WATER LINE PVI ELEV=4929.98 A.D.=-5.05 EXISTING OVERHEAD ELECTRIC LINES 4940 K=55.41 4940 OH EXISTING UNDERGROUND ELECTRIC LINE 280.00' VC -2.pp/ PROPOSED GRADE ALONG �, oo •H `l'H E- EXISTING FENCE co o• X c\I co ♦ 4935 o ♦ + 4935 • I Q •Q -1.00% F > • > I a 4930 4930 STA: 13+67.7 PVC: 4936.7! 1 UNCC BEFORE YOU 811 DIG PVI STA=14+42.76 • PVI ELEV=4935.25 • ` 4925 A.D.=1.00 4925 K=150.00 •CALL `•• 150.00' VC EXISTING GRADE ALONG 4_ PVI STA=24+49.31 PVI ELEV=4900.9681 _ - _ A.D.=6.82 1-800-922-1987 t/ OR 4920 ` K=35.17 4920 240.00' VC M CI N M cn CO co 4915 6o so + c) ♦ +CN 4915 UTILITY CENTER NOTIFICATION OF COLORADO N ♦ ♦♦ N 7r F-> H> �° ♦ �� 4910 ♦ 4910 ♦ ♦ 4905 4905 APPROXIMATE LOCATION OF °° PL EX GAS - DEPTH IS NOT KNOWN \` TAJ \A______ -- -,(--- 4900 O 4900 1/28/2025 4895 4895 0 60' 120' SHEET NUMBER 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 - PELICAN LAKE LANE PROFILE VIEW I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD28 39 141 ' I I I I 175 I I I • I / 172 STATION EQUATION / Q - ce .^ Oz 1 -11 , �. p 3 ( Q et J ��._ - IX ..■■ ■ I la � 26' EOP-EOP co. ___\ • 26+00 I I I 27+00 N47°08'12"E I 28+00 I 29+00 I I N47°08'12"E 30+00 I 31�p \ �r. \ �� I I �o cC 1443.55' I 221.68' ---/ 3 � . `. DATE i--\ MATCH LIN G-- CULVERT 28 � 170 \ III \ •G-) n 31 EOP-EOP (WITH BIKE LANE) I I �� 3� 0 R=200.00' \ L=118.68' \ \ A=33°59'53" \ \ 00X00 \� \\ KEYMAP DESCRIPTION ROADWAY NOTES: I\ 186 II II 165 • 4/ \ S00 S� \� �' \ �XO \ \ \ 3 \ \ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE I0 I \ �\ SX\ p' \ �I 166 �� \ \\ ^ cb LEGEND REV. NO. 41111111 IH I/ \ \ I . \ '96%00 6X00 ) \ I �)4ch I • �� / G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 WARBLER WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED \ / • I II I I I PROPOSED CULVERT/STORM SEWER i \ N / I \ -- 7. EXISTING OIL • * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE I / / 1 \ \ \ \ \ 167 WARBLER WAY - PLAN VIEW W- EXISTING WATER LINE 4925 4925 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X CD M 4 co Lri y + Lo ,r UNCC CALL 811 RE DIG 4920 LP STA=25+42.20 coI > 4920 LP ELEV=4901.78 -- < w PVI STA=24+49.31 - - - - co w PVI ELEV=4900.96 > A.D.=6.82811 5 4915 K=35.17 0� 4915 240.00' VC 00 C •M °o rn o0 • 1.27% ri M a IIIS„ 1-800-922-1987 � OR M��rn o+o N Tim®' v cY) co PROPOSED GRADE ALONG 4_ � — — ' ��! 00 c000 N II II II n II II CV 4910M� �� Qw > Qw > Qw > 4910 N O N 5 W 5 W 5 W U Q H 0_ 0_ � 0 ,, a 0_ a a- 2.00% — UTILITY CENTER NOTIFICATION OF COLORADO N N • 4905 o CN 4905 PVI STA=32+40.29 M 0.77% Q a PVI ELEV=4911.92 j i- > A.D.=-0.73 i- a co 2.00% K=205.83 4900 P -2.00% CULVERT 28 150.00' VC 4900 CULVERT 27 18" RCP 30" RCP\\- b EXISTING GRADE ALONG Q PL 4895 4895 4) \ly, TAJ APPROXIMATE LOCATION OF ICHKL EX GAS - DEPTH IS NOT KNOWN DATE 1/28/2025 4890 4890 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 - WARBLER WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD29 40 141 52 53 o + z w `\� 54 _ \\ O O \ \■�� 55 o 0\ + o to G�\\ Q -- �� E is Qz I N 11 . H D 410 - E � Q oC O N IX � �� 1■■ ■ WI , �■ ��1■ �►��r■ .� Ems,%� E ♦♦ DATE ,I • co / / \-----•--- 26' EOP-EOP co • - _ Q --143. /i \ KEYMAP DESCRIPTION / • R4pp 0p 1+00• +00 2+00 S59°02'25"E 3+I 0 4+00 5+00 L=143.70 A=2 473.82' I I I {- O \ ROADWAY NOTES: - - - - - - - - - \\ \ / _ �' 57 . \ 1. \\ 7x00 1. ALL EXISTING FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE TO IN 20' TO THE NOTED. - \ / - QV N S38,,BE 2 ' 2�23�%c \ — — \ 4 8x00 -- \ • \ n, \ l0 • 51 '!''` \ NN o \ <1,3,,s-'060. 3 0SgA� N i. 49 \ \ \ O� ` ?,°J / 48 10+00 \ \ l� �SECTION 50 4,--. � /6 li A PELICAN LAKE PLACE - PLAN VIEW LEGEND REV. NO. aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE PLACE PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4940 4940 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X EXISTING GRADE ALONG c. 4935 4935 o i -0.66% ®. N j CALL UNCC BEFORE YOU 811 DIG 4930 4930 4932.35 \ co 4925 .•0�° 4925 II Q w o �� 1-800-922-1987 OR c~i� w > > _` ` PROPOSED GRADE ALONG Q 4920 a 4920 ` ` 2+38.20 4931.84 O co • `` UTILITY CENTER NOTIFICATION OF COLORADO cd 4 +0) CO `i� 4915 PVI STA=3+88.20 4915 Q O PVI ELEV=4930.84 Q •c � Q A.D.=-3.35 11 -• 40, K=89.58 300.00' VC o o 4910 LON 4910 + am PVI STA=6+17.16 + rn Q U PVI ELEV=4921.66 Q i- > A.D.=-0.39 F- > °' ri PL K=310.53 4905 120.00' VC 4905 TAJ I CHKC DATE 1/28/2025 4900 4900 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 - PELICAN LAKE PLACE PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD3O 41 141 Q 115 I Qz llI -- _ _ X G / • G0 GGG X G I II c9 i I ii %0 11 ■ ■■�� ♦ D 410 Q J o �• Ce G G G GG G G- GG G G GG GG G G • \ Lc) C7 0 � W _ rNo p ll / + J ♦� r . N F- a z / DATE IINO DITCH ON EAST 20' EOP-EOP I v SIDE OF ROAD *HTO ♦ + ° " + 18 00 S00 26 39 E c &0-H00 20-3 o PI: 12+45.79 (ID♦♦ I 246.78' I 0 0 4 1�+00 L 20' EOP-EOP WKEYMAP DESCRIPTION + . cm R=250.00' N ♦ / 0 ;` _ _ �` - - - S00°08'15"W 49.67' I CULVERT 23 •�' r +�0 16 L=64.20' 22' EOP-EOP1 / • ♦ 15+00 ♦ ♦ O=14°42'46" / ♦ %. 20' EOP-EOP • -- - - S15°092 ♦ ♦ �, / STATION EQUATION - - I II �^ 0 O 0 ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL OF PAVEMENT BE WITH FILLED ALL FOR CURB UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION GEOTECHNICAL THE PROJECT. RETURN RADII ARE OTHERWISE 20' NOTED. TO IN TO THE 00 35$ $$ pGG L -ii OOH /'� / N: 1323720.94 M IL R,4p0 44 12+00 13+00 ,, E: 3227158.05 Ztoo.--.z...." `,269 , 11+00 a .� - � STA: 20+12.05 Q °35�3g' H ��% p=3$ ♦ ♦ '-- X - "'d\ �6� / • (PELICAN LAKE DRIVE) 9 0 Q J 0- 0 0 %• \ C° ♦ ♦ STA: 20+40.08 p IX w O � 1• -- (COUNTY ROAD 32) H - -- -- -- - - I Q Q \\411-/ _ - - - - S00°08'15"W I X z cwi� p p LEGEND REV. NO. (n) 111.29' ��` STATION EQUATION I I LR--66.0.00' 73' O V w O aaaaaaaa G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH X" N: 1324476.12 I A=15°17'40" A` E: 3227045.20 STA: 12+42.84 A (PELICAN LAKE DRIVE) It STA: 76+17.33 (FAIRBANKS DRIVE) 47 I II I I II II DITCH SECTION VARIES - SEE GRADING PLAN PELICAN LAKE DRIVE - PLAN VIEW X I I p X O (.9 0 0 CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 PELICAN LAKE DRIVE PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 11111 PROPOSED CULVERT/STORM SEWER - / * FO EXISTING OIL EXISTING EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4920 4920 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=10+73.75 LP STA=15+38.43 PVI ELEV=4901.58 LP ELEV=4898.87 A.D.=3.53 PVI STA=16+16.88 4915 K=56.69 PVI ELEV=4898.26 co 4915 200.00' VC H A.D.=2.94 i cd a? UNCC CALL BEFORE YOU 811 DIG co K=88.39 g ti 'VI STA = 12+24.84 'VI ELEV = 4900.26 'VI STA = 12+42.84 'VI ELEV = 4900.62 'VI STA = 12+55.84 co 260.00' VC rn M 6 M 6 co HII coM II > 4910 �� 0 coo Q 4910 Q a I- 'VI ELEV = 4 co a; w �� d� +�� N� > > 0� �� r� CL CL �� / 1-800-922-1987 a I, OR 4905 `� �'Cl- 4905 LL � , LL LL LL .36% PROPOSED GRADE ALONG - - - -0.87OA _ ,/ _./4900 _ 4900 UTILITY CENTER NOTIFICATION OF COLORADO -0.58% 2.°°°'° -2.00% `-- 4895 CULVERT 38B - - . 4895 CULVERT 23 CULVERT 38A 36" RCP 30" RCP 36" RCP EXISTING GRADE ALONG 4_ 4890 4890 ,II PROJ PL I�/ 11i ENG : TAJ 4885 4885 �IIi CHKC 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 - PELICAN LAKE DRIVE PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEE=T NUMBER 1" = 60' (HORIZONTAL) 1"= 6' (VERTICAL) RD3 I 42 141 \\\•\ \ A\ict \ \ \ \ \ \ \ \\ \ \ \ \ \ \ `� ` `� 245 152 \ 1 1I to I I\ rn 244 W o b \ \ 243■■�� \ \ \ \ co CV o) M d DITCH SECTION VARIES - SEE GRADING PLAN \ , I _ o ca 0)._a r --z a o + W Iw E cC .^ v, Qz I I i ii o I 1 I 4 < Ea W (71 J CC .��1*41 I la - r � 1�1■■ �. �•� DATE . , ' 1 1 \\l KEYMAP DESCRIPTION + 26'EOP-EOP ____-- -- — \ +o ROADWAY NOTES: — — — C. + a �Ew • 3+00 0 5+00 N35°23'55"E 6+00 7+00 8 - 0 G) N35°23'55"E 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE � °44'03"E 2+00 �p o� 404.36' 103.02' ,% 1+00 N30 U 360.06' _ - 1 - R=400.00' - - I - - - - STATION EQUATION _ - - - - - - - - - - L=32.56' - - A=4°39'52" \ \ DITCH SECTION VARIES - -o + r G N: 1328511.05 E: 3229039.63 I . \ \ I SEE GRADING PLAN \ \\ I I STATION EQUATION 151 STA: 0+50 (BURGHLEY COURT) I STA: 35+56.44 I • (MORNING DOVE LANE) \ I I I I I I I I \ I I� I I I I 147 I i I I I I II . \ \ N \ \ 141 J/ BURGHLEY COURT - PLAN VIEW \ -� II N CO L - o -� N N �' , in-/- `�� I I `\ N: 1329114.05 E: 3229435.57 STA: 7+71.95 (BURGHLEY COURT) ` STA: 0+45.55 (LEDYARD ROAD SOUTH) 140 \\ LEGEND REV. NO. aaaaaaaa G PROPOSED EXISTING GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BURGHLEY COURT PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED II II I I PROPOSED CULVERT/STORM SEWER EXISTING OIL D EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4920 4920 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE PVI STA=2+00.00 PVI ELEV=4902.90 X A.D.=-2.25 LP STA=4+29.64 4915 K=66.70 LP ELEV=4895.37 4915 150.00' VC PVI STA=4+00.00 co PVI ELEV=4894.41 q in o C) o N A.D.=6.09 co N o in oi K=24.63 4910 II N Co 150.00' VC 4910 / 811 CALL UNCC BEFORE YOU 811 DIG H U) J W I- (A i d u) d p inr•-: LO O 6 6 co O O N• CO CO N- CO CO O d d � �. CO d' d- d- + `„ 4905 -Z0o% > > 4905 •` u) o_ u) a < J PROPOSED GRADE ALONG 4 u) W �>> CL 0_ �a � 1-800-922-1987 OR 4900 a_-' 4900 • ` • 2s% • 1.84% •. ` 4895 • .� 4895 UTILITY CENTER NOTIFICATION OF COLORADO . ' ' . . 4890 4890 CULVERT 6 24" RCP EXISTING GRADE ALONG 4_ 4885 4885 PROJ PL P-2 � `\ ENG : TAJ 54" RCP �' ` CHKE 4880 4880 46, DATE 1/28/2025 0 60' 120' SHEET NUMBER 4875 4875 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 - BURGHLEY COURT PROFILE VIEW 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD32 43 141 \\ \\ I I 22 i:e _ _ ,,, v, Qzo \\ �, _ LL H \ D / \ 209 / / / // / III II I I I 224 c) 0 225 226 = I Q 7,4 eC � ' .� I , ■III i- �� 1■� _ % . ��r _ DATE o + 0 z c� —_--_� cci + + cp • • , ■ � m I �� '— \� w KEYMAP DESCRIPTION L — 26' EOP-EOP �\ -6.5. - - - - - ROADWAY NOTES: 1+00 2+00 3+00 I I + 4+00 5+00 N00°09'42"W 6+00 7+00 8+00 9+00 ~ I I I I I 1000 II ° ° I � 1048.12' -II I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF SHALL PAVEMENT DEPRESSIONS BE WITH FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE 210 % / / STATION EQUATION I I / \ N: 1328608.42 - - - / E: 3226072.04 I / STA: 0+50 (SNOW OWL WAY) STA: 5+66.65 (MORNING DOVE LANE) I I 231 0 0 \ / — __ c \ \ 227 \ \ \ \ \ \ \ \ \ \ \ \ LEGEND REV. NO. 44444444 EXISTING GAS LINE \ \ ' \ \ \ \ \ \ \ 229 \ \ \ PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 SNOW OWL WAY PLAN & PROFILE WELD COUNTY, COLORADO - I I - - - • - FLOWLINE SECTION PROPOSED PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT CULVERT/STORM TYPICAL SEWER NOTED 211 I I SNOW OWL WAY 0 - 230 PLAN VIEW 228 \ \ \ \ \ \\ \ \ \ \ \ / - * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE FO EXISTING WATER LINE 4950 4950 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE N.. PVI STA=3+51.67 E EXISTING FENCE o0 N- PVI ELEV=4933.93 X co rn A.D.=-1.68 4945 + Q K=119.16 4945 ° 200.00' VC w M PVI STA=6+48.12 in m x- PVI ELEV=4925.00 4940 ° a N 0) �+ A.D.=-1.01 4940 i—_ F-> K=119.33 CALL UNCC YOU 811 BEFORE DIG ---- �� I-> �a 120.00' VC --- -1.33% 4935 00 N r 4935 �\ ccci oo �7r o N ti� u) a. cna 1-800-922-1987 �� OR 4930 4930 i 4 3• 0,° co M 4925 CO• 4925 UTILITY CENTER NOTIFICATION OF COLORADO EXISTING GRADE ALONG •H J cn w • 5 5 4920 --.4., 0_ 4920 4915 4915 I� PL PROPOSED GRADE ALONG 4_` �.ff +r TAJ _ '' 4910 4910 IL Oliij 1/28/2025 0 60' 120' SHEET NUMBER 4905 4905 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 - SNOW OWL WAY PROFILE VIEW I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD33 44 141 / / / / I I 169 Q EI ix CA Z I 197 I 162 161 / I0 %.• 4�■■W Q ��'1� �� rt o y IX ��I■■L W I••I! — r �� 11��ii �y• Q 191 I. o I Z •'' . I I I __ \ o 160 a ��1■�II DATE �, I I CULVERT 29.1 26' EOP-EOP - ---� \ \ Lu KEYMAP DESCRIPTION , II\ / \ - ROADWAY NOTES: 1+00 2+00 4+00 WI 3+00 N0 0504.66 • 6 ° _ 504 67 1 5+00 I \ \ 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE ITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL FOR OGEOTECHNICAL PROJECT CURB RETURN RADII ARE UNLESS OTHERWISE TO IN 20' TO THE NOTED. // - J - / �O�� - 196 STATION EQUATION I - - - - - / \ I•//O� N: 1327134.53 \ / O E: 3228783.03 STA: 0+50 I _ ` C (NUTHATCH WAY) STA: 30+98.75 (FALCON DRIVE) \ C 192 C • I I I I I I I I 157 _ _ 158 ( G) LEGEND REV. NO. <14444444\ G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 NUTHATCH WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED 159 mil PROPOSED CULVERT/STORM SEWER - EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE C \\ I \ \ NUTHATCH WAY - PLAN /G) VIEW W- EXISTING WATER LINE 4930 4930 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X N- 811 UNCC CALL BEFORE YOU 811 DIG 0)0) 4925 cri c 4925 4 nl + co II p o m ii > (.0 4 F- _I + ii PROPOSED GRADE ALONG 4_ cn w 4920 Q w a 5 4920 U)w 0 1-800-922-1987 OR 1.04 /o o4. d 5 4915 4915 l'r- CULVERT 29.1 '�, UTILITY CENTER NOTIFICATION OF COLORADO 18" RCP �---- �-- - __� �� 4910 -'t 4910 EXISTING GRADE ALONG 4_ 4905 4905 If IIIPL ' TAJ 4900 4900 0+00 1+00 2+00 3+00 4+00 5+00 - NUTHATCH WAY PROFILE VIEW 0, CHKC '1' ,11 I pi DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD34 45 141 196 n II I I ICe 96 97 98 II I I I I O Q •E &A I 6 ��I I� LL • H I41, ce J O \ O I STATION EQUATION --- A' w I I IX � --►� tlll��ll� _ I F = �� ii -� ii • O o I N: 1326380.67 E: 3228542.83 -o ,-\ 0 / / \ I J • '•w �. '�' , o + o I I STA: 0+50 (KING FISHER WAY) 18+97.58 Q O / \ / \ co •• ,� DATE 197 / (7.DSTA: w I I (MEADOWLARK LANE) Ud 6k°° p1gg:7::- I L�- ) I I I \K KEYMAP DESCRIPTION ::::::;\:30.4:vr,OO29,, I / 1+00 2+00 S00°29'53"E 3+00 0 0 4+00 � ROADWAY NOTES: I \ 340.19' �� , 0 7 rip J / 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE - - - - - • - _ �• 26' EOP-EOP \ / / - _ _ _ - / O / O / 198 I . II° I I IPROPOSED I101 I • I I TRAPEZOIDAL CHANNEL 16' WIDE BOTTOM, 3.5' DEEP 4:1 SIDE SLOPES 99 100 / - - --2. LEGEND REV. NO. 414414141414141 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 KING FISHER WAY PLAN & PROFILE WELD COUNTY, COLORADO - - FLOWLINE SECTION - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED M M M ill PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE / I I . KING FISHER WAY - PLAN VIEW W- EXISTING WATER LINE 4905 4905 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE - X UNCC CALL BEFORE YOU 811 DIG 4900 4900 0 o M 7 co ��81 4895 0 >4895 co LiiN.: EXISTING GRADE ALONG r t,�, OR co w, 6 00°3 •1-800-922-1987 II 4890 co w 4890 -0.85% 0_ ° UTILITY CENTER NOTIFICATION OF COLORADO 4885 4885 PROPOSED GRADE ALONG Q 4880 4880 PL id III 4875 4875 TAJ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75 - KING FISHER WAY PROFILE VIEW I ► < CHKE <, I ' DATE DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD35 46 141 i Q lie IA Qz - - - -BEGIN: 0+00 I O) 119 cli ii 6 1 - 26' EOP-EOP — � � \ 11 LL p I 4111 \�-, — J , — — — — — — — — — — et 4 N 1+00 2+00 N89°30'01"E 3+00 0 ► 4+00 I I I 494.94' p I — _ I 5+loo �� \ \\\IX 6x00 Rte. N N N LIJ IISTATION EQUATION 9S7 \ \ l • II II N: 1325767.20 E: 3229499.72 STA: 0+50 (CHICKADEE WAY) STA: 54+03.71 (NIGHTHAWK DRIVE) 114 ...s.\ N )(O ` \ \ \ \ \ \ ��\\ \ \ \ �• \ \ \ 118 o I W ' Q ,.� L _ �� I I I� KEYMAP DESCRIPTION I / I II / \ I ROADWAY NOTES: - - - - I 115 I I 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED 0 FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE 20' NOTED. TO IN TO THE - - - - - - - • / I I I G o °+ °' I PT: 8+56.21 G G I I I I I I I I I II \ / I I \ \\ / / 1 J / co N0 w o - o C C - + 7 \ I' / \ \ II I / /� I I LEGEND REV. NO. 414414141414141I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CHICKADEE WAY PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED I 11 1 \ \\ \\\/ / // W W W ill PROPOSED CULVERT/STORM SEWER 3OG \ \ \\ 113\\\\\ 117 o / EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE \• \ \•\ \ \ \ \\ CHICKADEE WAY - PLAN \ \ \ END: 10+90.09 \ \ \\ \ \ VIEW W- EXISTING WATER LINE 4890 4890 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4885 PVI STA=5+50.00 4885 811 UNCC CALL BEFORE YOU 811 DIG -2.00% PVI ELEV=4871.75 A.D.=1.70 - -- K=88.40 o O) - - 150.00' VC 4880 oM 4880 ' C° •• o 4874.00 : 6+25.00 N- II �'. N- -3.0Q% O ,... co �. 1-800-922-1 5 OR 987 H _ ♦ . 4875 > > •` > ,, 4875 a o_ o N o �� a PROPOSED GRADE ALONG rco NaC°o + 00 PVI STA=2+50.00 M o J rn PVI ELEV=4880.75 _. - II UTILITY CENTER NOTIFICATION OF COLORADO 4870 H> F- > A.D.=-1.00 1.00 i. H Q w 4870 (no_ K=150.00 � d -1.30% H J W 150.00' VC• a 4865 \ 4865 i EXISTING GRADE ALONG c_ 4860 4860 PL TAJ v. '� CHKr- 4855 4855 DATE 1/28/2025 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 - CHICKADEE WAY PROFILE VIEW 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) R D 3 6 47 141 /� /// / // / /// 47 // // / / 48 o Z(N U wU I II I I. I I , I I II 11 I I L— 2 1 NIo N a rn co F_ __ a ' �o --_ 26' � EOPEOP X' X� X V I II ■ I I NLY I I I 0 I ,� � 0 O U 00 O O 0 O U U 0 0 0 QI in Qz O _ � I U. i= 3 I lily QO pC (I) J I IIL w I LJJ I— Q o - I ,z _ / KEYMAP DESCRIPTION e� 1+00 soo°o8'15°w 2+00 3+00 \\ w X 248.72' oH \ co 4+00 ROADWAY NOTES: - X S I I W 5+00 0 STATION EQUATION 284723 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT FILLED ALL GEOTECHNICAL FOR THE CURB RETURN UNLESS THAT ARE PROPOSED IN TO 95% COMPACTION PROJECT. RADII ARE OTHERWISE 20' NOTED. TO IN TO THE N: 1324477.30 23 I ' c� E: 3226553.40 STA: 0+50 (BUNTING WAY) STA: 71+25.52 (FAIRBANKS DRIVE) 46 I I I � / /' / / / / / I • il /1 I I / / I I I II II / / / / I I I I I I I / _ CULVERT 40B - / - - - - / 6+00 CULVERT 40A R=400.00' - /I L=73.20' / / A=10°29'07" \/ \ = / 3 4 BUNTING WAY - PLAN VIEW X X X . I , I U rn 0 O U 0 O 0 0 0 O• 0 LEGEND REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BUNTING WAY PLAN & PROFILE WELD COUNTY, COLORADO - FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED w w w ill PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING & GAS EASEMENT SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4920 4920 W EXISTING OVERHEAD ELECTRIC LINES OH E EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE X 1 UNCC CALL BEFORE YOU 811 DIG 0 co 7r rn 4915 in 491581 o PROPOSED GRADE ALONG d ii ,,i 8 II < J o > EXISTING GRADE ALONG 4. co w a t,i00 1-800-922-1987 OR 4910 Q w CL 4910 c~/) w a 0.90% - CL 4905 4905 - UTILITY CENTER NOTIFICATION OF COLORADO CULVERT 40A CULVERT 40B 24" RCP 24" RCP 4900 4900 4895 4895 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25 - BUNTING WAY PROFILE VIEW 1U PL IAi III s - TAJ kkiiDI1 CHKC DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD37 48 141 46 \\ \ \ \ \ \ \ \\ \ \\ 111 I ' 45 I(;)+\ I \� \\\ \ ‘ 4 I / \ / \\ \ \\ \\ \\\ \I II I ', I I I II 6 — _a -- \\ z Vo NOT A PART Nil `N- z Q - E Ce in Oz I [ 4110 J Q O W J 1 I DATE I KEYMAP DESCRIPTION I 26' EOP-EOP \ \ I 1+00 2+00 S40°38'54"W 3+00 4+00 5+00 I ROADWAY NOTES: I (O6 I I I I I ► 577.24' ° 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE / / STATION EQUATION I � / N: 1324652.60 E: 3225965.81 / / CULVERT 39B • / STA: 0+50 (SORA WAY) STA:64+97.29 i II (FAIRBANKS DRIVE) // II 44 / / / / / / / / / / // / "(I // I/ / I I I II I / / // // // N CULVERT 39A 7 I I 9LEGEND / / / / / 8 O?' ze / . / Zit SORA WAY - PLAN VIEW REV. NO. 41111111 G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 SORA WAY PLAN & PROFILE WELD COUNTY, COLORADO • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER ,...__ EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE W- EXISTING WATER LINE 4935 4935 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X PVI STA=2+37.24 PVI ELEV=4916.60 A.D.=2.15 co 81 1 CALL UNCC BEFORE YOU 811 DIG 4930 K=93.23 N- cri 4930 200.00' VC N .- H + II � N N II > cc i ,- M N H -I 4925 M . - w 4925 CL CL 1-800-922-1987 or - OR o PROPOSED GRADE ALONG 3 60°i° rn 4 4920 � ; 4920 O ii Q , w _, UTILITY CENTER NOTIFICATION OF COLORADO w w _ � - EXISTING GRADE ALONG Q 4915 > a 45% 4915 4910C\\CULVERT39B 4910 24" RCP CULVERT 39A 24 RCP �� PL 4905 4905 `\�� TAJ 0+00 1+00 2+00 3+00 4+00 5+00 5+7514‘,)) - SORA WAY PROFILE VIEW CHKC ``I `` DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD38 49 141 I / // / / / / / DITCH SECTION VARIES GRADING PLAN 254co L°° / ► /' //// I / // ' / . 1/ / / / / /, / / Il 278 STATON EQUATION 279 280 C7Q ( \ \\ \14:1( \ `\\\` \ \\\ ' `` ` `% \ ` \SEE E ix I f Qz N o 3 Q o (2 (71 W +�ci `� ,, -- a 1 �0 � I u S27° � --__ -- 5559 ` `' CULVERT E2 I I ISTA: E:3231626.69 STA:4+74.55 (EGRET ROAD) 0+50 (BLUE HERON STREET) L 0 _ _--- o °' �-i C� U a IT.... _ . KEYMAP DESCRIPTION E � 251. 2� 26' EOP-EOP Z lg, Op R=400.00' ROADWAY NOTES: / . - - lilt - --�. ! - - . - - I RI \ dL1403•89' x'54" 4+00 5+00 6+00 7+00 8+00 S42°48'53"E 9+00 10+00 - 11+00 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. • / 835.38' `� cC 12+00 P • - m / I CULVERT El STATION EQUATION _ GAS CROSSING _ _ _ _ (f) O , R=400.00' ' I I I I N: 1334329.36 E: 3231391.28 STA: 0+50 (EGRET ROAD) STA: 7+51.67 (BEEBE DRAW FARMS PARKWAY) 253 277 276 L=326.81' In A=46°48'42" of I \ 275 \ 0 LEGEND REV. NO. 414414141414141 G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH • CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 EGRET ROAD PLAN & PROFILE WELD COUNTY, COLORADO - - • - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT \ 1 II � - - - - - - - - - O- 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE 1 , EGRET ROAD - PLAN VIEW EXISTING WATER LINE 4865 4865 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4860 PVI STA=5+68.38 4860 PVI ELEV=4843.89 81•I- UNCC CALL BEFORE YOU DIG 811 LP STA=1+87.61 A.D.=2.73 LP ELEV=4840.92 K=73.21 PVI STA=1+59.59 200.00' VC 4855 4855 PVI ELEV=4840.43 A.D.=2.48 o K=70.44 °o ri °o N- 175.00' VC + oH.N co a /� �, �/ 1-800-922-1987 4850 o °~o o. - H 9°i° -3.4 jo 4850 c.og + ci_ ti�OR u)> / II O NCO > HPSTA9+48.42 w I-> >co U) 0- M • HP ELEV=4854.39 4845 0_ a PROPOSED GRADE ALONG ( cc) Lo + PVI STA=9+45.88 �� 7. 4845 UTILITY CENTER NOTIFICATION OF COLORADO ate. PVI ELEV=4857.39 _A a A.D.=-7.05 F— d 0.84% K=48.25co A\edr"f------ 4840 340.00' VC 4840 —1.64% EXISTING GRADE ALONG 4. APPROXIMATE LOCATION OF ----___ CULVERT El EX GAS - DEPTH IS NOT KNOWN 4835 18" RCP 4835 0 PROJ PL ENG TAJ CHKC 4830 4830 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 - EGRET ROAD PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD39 50 141 II I II I I (-1, - O . �� -1, ._ < ce - III Z O . • - I II iiI 260 I r �� ox 6i_ p, Mb ,/' / '/ ' I I�� I x __/ Q Q - - ao 12 N ae w I // /// �� / / 281 / // / /// DITCH SECTION VARIES - / .. / SEE GRADING PLAN �-^ / �' I I I I I 261 STATION EQUATION x X I I- DATE KEYMAP DESCRIPTION // J -= � �4/ — \, 73xOO \ \ \ ` Ni\ \ ` - _ ��' !• co ry co J I I I I N: 1333324.95 E: 3232596.81 STA: 17+10.02 (EGRET ROAD) STA: 17+86.87 (BLUE HERON STREET) x I I N a W ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. �4'`�0 J \ _ P' �' \ 15+00 16+00 17+00 18+00 S89°37'35"E 20+00 21+00 2200 23+00 24+00 I I I I I g82 74' I I I x / I I I i\ _ � // 274 - CULVERT E4 273 I I. _ I IPROPOSED • I I I I CULVERT E5 262 X x I X END STA:21+01.43 I I I I ROADWAY CONSTRUCTION LEGEND REV. NO. 44444444 EXISTING GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 EGRET ROAD PLAN & PROFILE WELD COUNTY, COLORADO - - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT I I PROPOSED CULVERT/STORM SEWER - - EXISTING EASEMENT ( OIL & GAS SETBACK * EXISTING WELL EXISTING COMMUNICATIONS LINE EGRET ROAD - PLAN VIEW FO EXISTING WATER LINE 4860 4860 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=16+41.38 PVI ELEV=4846.39 A.D.=-0.97 EXISTING GRADE ALONG \ .+` 4855 K=113.53 \ N 4855 110.00' VC / 81 UNCC CALL BEFORE YOU 811 DIG END ROADWAY CONSTRUCTION \ co co STA = 21+01.43 ti co ELEV = 4848.84 \ \ FUTURE PROFILE 4850 co PROPOSED GRADE ALONG ► 4850 _ �d 0.55% �jd 1 \ 1-800-922-1987 ` �� OR 4845 500_ 1_�1 _ ,- ` 4845 - ^ ♦ __ fl - - CULVERT E5 "-CULVERTE44840 15" RCP ,° 0 o 44 8 0 - UTILITY CENTER NOTIFICATION OF COLORADO 15" RCP oo ,,N + co co ` N 62 ii r— HP STA=21+00 ti co S� ii ° w 4835 �, co HP ELEV=4848.84�� 71- Q 4835 w oLo LP STA=14+36.71 0 CO o PVI STA=22+25.72 - c i c c00.i LP ELEV=4843.97 Q a PVI ELEV=4849.60 Q CL CL N PVI STA=13+78.03 co i- > A.D.=-6.80 H b PVI ELEV=4842.39 I K=44.14 4830 H > A.D.=4.99 i- a 300.00' VC 4830 K=60.12 PL 300.00' VC TAJ H HI 4825 4825 12+ 1 + 14+00 1 + 1 + 17+00 1 + 1 + 2 + 21+00 22+00 2 + 24+ 25+00 50 3 00 5 00 6 00 8 00 9 00 0 00 3 00 00 - EGRET ROAD PROFILE VIEW 1/28/2025 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD4O 51 OF 141 - _____ _ vr-t,-) • . _ E - ......- _ . . • . _' pi% in %O _ GAS CROSSINGZ Q • 66 D / I • � \ / ------ /• / / / 255O) ,V 256 Lo. IL 257 I I I I Irt I I I I I I II I I I \ 258 I I ri I II II I J O V1 li: I w I- 26' EOP-EOP I I I KEYMAP DESCRIPTION I II \ / 5 5+00 6+00 S81 °46'53"E 7+00 8+00 9+00 �� \ I II i I i I / \ \ �z1 �koo ' o 402.32' ,o I i .3°° 11+00 `',51 ° 1G -P ROADWAY NOTES: \ 254 / \ r°c. / • ° \ ,-\ / i ___ 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. LEGEND REV. NO. 414414141414141STATION G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH N ` \N XO� / / N: 1333979.50 / ST1 / STA: A: 0+50 \ ` ,, / / (BLUE HERON STREET) STA: 4+74.55 N / \ N N(EGRET ROAD) N 278 / \ \ \\\ \N pQ O \ N \ \X N N \ \ \• \ \ NN \ \` N N BLUE HERON STREET - PLAN VIEW CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO - - . - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT IIIII PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE W- EXISTING WATER LINE 4860 4860 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 4855 4855 8YOU UNCC CALL BEFORE DIG 811 LP STA=10+67.70 LP ELEV=4835.71 4 PVI STA=10+94.91 4850 o N PVI ELEV=4835.31 5.31 4850 24 o + PROPOSED GRADE ALONG K=71.44 W 160.00' VC Q Q 1-800-922-1987 OR 4845 w 4845 �, 0- 0.84"/0 '+c +� o -2.11/ Hj 4840 u) 0- u) a 4840 UTILITY CENTER NOTIFICATION OF COLORADO CULVERT E2 15" RCP co d" HP STA=4+43.99 co co LO EXISTING GRADE ALONG a, HP ELEV=4845.83 L. 4 -0'74% + co co PVI STA=4+78.53 + o0 4835 U PVI ELEV=4846.31 Q 4835 F- c./) > a_ A.D.=-2.94 i— > u) o_ _ K=54.40 �� rn 0 160.00' VC + 0 00 PVI STA=9+50.11 co 4830 Q a PVI ELEV=4836.38 Q 4830 PL F- > (0 0 A.D.=1.37 P CULVERT E3 � � TAJ flui 120.00' VCK=87.80 24" RCP CHKC 4825 I 4825 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 - BLUE HERON STREET PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD4I 52 141 ` ` -17'\e-No 259 260 co N N a 261 .� I II II II II I hI , co CO f� a I I I IW . ' 262 CULVERT E5 263 I� IH Ill 'w 22+00 D DESCRIPTION I - — — — — — — — — — — — — — — — — — — LLJ ` — — — — — — �?7. 2$ y3' 12+ 00 13+00 14+00 15+00 S00°00'57"E 16+00 17+00 18+00 19+00 20+00 S00°22'25"W 21+00 w CO ROADWAY NOTES: 56 I I I I I I I D,a'\° 45 564.79' 3er I I I I I I CSp I 943.99 cC i � - -••,r - - - - - - - - - - 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. - - - - - •- - ,-•- w / ' '- z - - - - - - - - I I I STATION EQUATION - 26' EOP-EOP Ii J I n ` I I V � �` I II I �` I i ` I I I I I I 281 • I . •\� I \� / \�� / / I I I I I I I • I I I I I I I I / N: 1333324.95 E: 3232596.81 STA: 17+86.87 (BLUE HERON STREET) STA: 17+10.02 (EGRET ROAD) 273 CULVERT E4 '� I O Q CC G LEGEND REV. NO. 41111111 G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH . CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO - • - - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT W W W ill PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT 7- OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE O \ t / • / .' BLUE HERON STREET - PLAN VIEW EXISTING WATER LINE 4860 4860 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=15+73.10 oo `�'. 000 co "' 4855 PVI ELEV=4842.49 "' 6 6 oo 6 a' v 4855 A.D.=0.50 r+ 7 7r 8Q UNCC CALL BEFORE YOU DIG 811 K=240.40 11 II `— II II II n 120.00' VC > > > H H cH w F— w cF- w �� 4850 PVI STA=10+94.91 0 . in . (0 > > > > > > 4850 PVI ELEV=4835.31 ri ri a 0 A.D.=2.24 7 1.5 6% K=71.44 'V 160.00' VC Q Q 1-800-922-1987 OR 4845 Fn 0- Fn 2.000/0 HP STA=20+42.54 M 4845 2.00% -2.00%ao �o CT) 7, 06 Lo HP ELEV=4849.63 -4 a' `� PROPOSED GRADE ALONG 4_ rn di- PVI STA=21+08.44 N CV o _ �j PVI ELEV=4851.31 Q d A.D.=-5.56 ,_ a 4840I-> F> 4840 UTILITY CENTER NOTIFICATION OF COLORADO co ° c� 1.5 0% 300 O0' VC _ EXISTING GRADE ALONG 4_ 4835 _- 4835 4830 4830 PROJ PL ENG : TAJ 4825 4825 I1 CHKC 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 - BLUE HERON STREET PROFILE VIEW DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD42 53 141 Q E N I -I-END: 33+28.44 0 ROADWAY CONSTRUCTION / Ii in fOzo z_END STA:32+86.43 ' - - - - , _ M• c'')+ L� ii /x X X X X X X X X -- Hly , ./ // J Q ---- I — -/- I - II /7 - o _ •i / . / DC ce N ; - - 264 f / 265 I / / I 266 PT: 30+45.02 II II I •i— • I • N- M w 'L.° !N. 0 M pMp I I I / / . / / ' / • /' // • //' / / // / / / / ////. . / / / / / / /// / / / // • / W I QH O KEYMAP DESCRIPTION ' STATIONEQUATION / / /'I o o / I /I// /// / // •, • // CULVERT E6 • //1. /(BE . I I ROADWAY NOTES: ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. � ' H WI W _' N: 1332714.87 E: 3232592.83 STA: 23+96.96 (BLUE HERON STREET) STA: 6+36.25 (KESTREL PLACE) / / 0 / ti / / / O / a y / •., �o°. / _ — 2O°' X00 i ' �Oo O / • I / I 1 / I I -G� / I I .G G G 1 / I I • I • I LEGEND REV. NO. 41111111 ,��'3 / I I ' G EXISTING GAS LINE w' GAS CROSSING •o D�g� •I WI 28�� / I PROPOSED SWALE/ROADSIDE DITCH ci)7 23+00 +00 25+00 26+00 27+00 / I • I CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BLUE HURON STREET PLAN & PROFILE WELD COUNTY, COLORADO - • - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT I I - / , I I r / •/ /, I I I w - • �' 1 _ . I z J _' H' ig I I I I I r _ I BLUE HERON _ _ _ _ _ _ 0 0 STREET _ _ _ _ _ - - -- GAS CROSSING - PLAN VIEW ,1 1 1 , . I I Ili' I I I •II I . I ►, I II I I II PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT / OIL & GAS SETBACK * EXISTING WELL EXISTING COMMUNICATIONS LINE FO W- EXISTING WATER LINE 4855 4855 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE X 4850 - 4850 ` 81 I UNCC CALL BEFORE YOU DIG 811 \ ` PVI STA=26+33.44 • PVI ELEV=4830.31 4845 • • A.D.=3.05 LP STA=29+88.93 4845 • K=65.61 PVI STA-28+27.83 LP ELEV=4827.88 • H 200.00' VC PVI ELEV=4828.46 PVI STA=30+52.28 • A._ A.D.=0.56 PVI ELEV=4827.58 \ co M K=214.70 A.D.=2.65 Q ` r � i,�; 1-800-922-1987 OR 4840 ,4 Opa / co co M co co N 120.00' VC K=67.86 co 00 4840 H 180.00' VC co N N co PROPOSED GRADE ALONG 4 a Q 2 0 co N M CL U) (0 co� N N I, > 4835 N" N N 4 M co H cco w 4835 UTILITY CENTER NOTIFICATION OF COLORADO 0)0- �� Q 0 Q u)0- Q o �� EXISTING GRADE ALONG Q 2.26 4830 -_ 4830 -0.95% -0.39% .. 0 I - -� 4825 4825 T,IIb\Ii PL APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF 0 `L, �= EX GAS DEPTH IS NOT KNOWN EX GAS - DEPTH IS NOT KNOWN CULVERT E6 IA/ 24" RCP TAJ 4820 4820 k I1 CHKC 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+30 - BLUE HERON STREET PROFILE VIEW kii DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD43 54 141 N \\ �� \ \ I Q ix I \ \\ \\ • •E \ \ c 272 \\ \ \ \ \\�\.\ c �'' \ \ \\ s \\\ \\co \ \ \ \ c \ • \ \\ • \\ / G' ____ \ \ \\ cd I a J �I I I I I I I I II I z 264 W x X x I I CA Qz LLD 0 3 Q J IX N W 271 ,-- \ \ c ,200.00 - R 5+00 — — — \ \ \ G, . v.;221. 33„ \\ S89°37'35"E 6+00 o \ / / / o63°® \ \ 200.40' / \\ \ /N V (1 k0 X - \ / i i • / /• / --_ V \\ \ \ 0 I STATION EQUATION KEYMAP DESCRIPTION \ \\ '�C 2X, / / \ \ \ \ 0 C 138 / o / / / / \ \ X \ \ / \ \ / \\ \\ C 26' EOP-EOP / / // / \ \ \ 267 \ \ \ 270 GAS CROSSING \ \ // // \\ \ . \ / \ Oi / / o / \ o \ \ \ \ N / G' \ \ R 60, / / \ \ \ / Of4i / \\ / / / GAS CROSSING �' \ \\ - - - I I I I I I I I -I EN:: 3232592.831332714.87 STA: 6+36.25 (KESTREL PLACE) STA: 23+96.96 (BLUE HERON STREET) 265 - X % X I I I ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS BE FILLED SHALL BE ACCORDANCE WITH RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF PAVEMENT THAT ARE PROPOSED TO FILLED IN TO 95% COMPACTION IN ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE 20' TO THE UNLESS OTHERWISE NOTED. \ \ I I I LEGEND REV. NO. \ . - _ 41111111 _ _ _ I \ \_\_\__ _ _ i \\ I ,: I �J - - - - I I G EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH \ \ / G G G ��, \ I I I . CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 KESTREL COURT PLAN & PROFILE WELD COUNTY, COLORADO �� / I - -• - FLOWLINE SECTION -PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE NOTED EASEMENT _ _\ ` -eFC%y. O \ ' - \_ - - - - - \ N ^^ I \\\ N \ •0x00 \\ 2,`� / • \ - u \ \\ \ C • \\GAS .\\\\ \ O \ \ \ 269 \ \\\ . . \ \ ,...____ KESTREL PLACE - PLAN VIEW G� G I CROSSING 268 \ 1 \\ I 266 \ I I I x II I i t t t ill PROPOSED CULVERT/STORM SEWER EXISTING OIL * EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE EXISTING WATER LINE 4855 4855 W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=5+11.75 PVI ELEV=4837.28 A.D.=-1.73 4850 0 K=69.47 4850 120.00' VC 811 UNCC CALL BEFORE YOU DIG 811 �/ APPROXIMATE LOCATION OF H IDH EX GAS - DEPTH IS NOT KNOWN r o �co "- Lri co ./I STA = 6+23.2 PVI ELEV = 4839 4845 co L co 4845 PVI STA=2+90.13 < < > PVI ELEV=4829.02 c o u) CL A.D.=3.17 K=44.20 � 1-800-922-1987 O R 4840IH 140.00' VC 4840 co coco co 2.00010 " � o M 0 4835 ti c Q v Q IL 4835 UTILITY CENTER NOTIFICATION OF COLORADO 0_ w 3o,o • Q I- I J 4830 co W 4830 d 0.56% i EXISTING GRADE ALONG 4_ i 4825 PROPOSED GRADE ALONG 4_ 4825 CD � PROJ PL 0 APPROXIMATE LOCATION OF ENG : TAJ EX GAS - DEPTH IS NOT KNOWN _ No. CHKC 4820 4820 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 - KESTREL PLACE PROFILE VIEW �- DATE 1/28/2025 0 60' 120' SHEET NUMBER 1" = 60' (HORIZONTAL) r= 6' (VERTICAL) RD44 55 141 STATION EQUATION Q i I D N o LLp il 110 QJ ct IX 0 N: 1334329.36 E: 3231391.28 STA: 7+51.67 (BEEBE DRAW FARMS PARKWAY) STA: 0+50 (EGRET ROAD) -o gQ W I W O3 • KEYMAP DESCRIPTION - R=1091.35' NO DITCH ON NORTH �• L=1204.90 6+00 7+00 8+00 • ' .3)SIDE OF ROAD p=63°15'25" I I . ,••5+00 9+p0 i+oo \ EXISTING l . gyp+ �0 TRIPLE I ROADWAY NOTES: v CULVERT 3koo / . END ROADWAY CONSTRUCTION / � -11'4 (MEET EXISTING SECTION) 0 STA:1+00.00 3�q,E 2k0 N3'I° 115e I 3 I o � 'r / I I I I I � I I I \ \ >> / • � \ � \ \ 'h \ ' \ '� • . \ �"00 1,v 144.14 � \ ,C/, 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN TECHNICAPROJECT. RECOMMENDATIONS FOR THE,ACCORDANCE ITH ALL 2. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 253 ® NO DITCH ON SOUTH o / SIDE OF ROAD CULVERT E1 I I 0 ` I I \ I 1 I•II I ' . I • I 13+00 ' I I ( n • I m = 4 1 . n ) 254 z z 'C Z \J � � z m 255 �� \ \ co • I LEGEND REV. NO. 41111111 G EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH W CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BEEBEE DRAW FARMS PKWYY PLAN & PROFIL WELD COUNTY, COLORADO - • - FLOWLINE - MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED - PROPOSED EASEMENT 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER - EXISTING EASEMENT / OIL & GAS SETBACK * EXISTING WELL FO EXISTING COMMUNICATIONS LINE BEEBE DRAW FARMS PARKWAY - PLAN VIEW W- EXISTING WATER LINE 4870 4870 EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E- EXISTING FENCE 0 Lo Lo o PVI STA=4+51.00 X o 2 PVI ELEV=4850.96 4865 ii A.D.=-o.36 4865 ii < > J w K=414.34 150.00' VC ® d m o cm 4860 3, p9/ N 4860 UNCC CALL BEFORE YOU DIG 811 + o + o M 7t L a IL 4855 (1- 4855 -2.53/ 0 PVI STA=10+01.00 a 1-800-922-1987 OR PVI ELEV=4835.06 4850 A.D.=0.59 4850 K=256.01 PROPOSED GRADE ALONG Q 150.00' VC II (1 (I H PVI STA=12+01.00 CN CO PVI EALEDV--04890.45 UTILITY CENTER NOTIFICATION OF COLORADO 4845 CN CO 4845 rn o K=189.87 EX CULVERT '2 •89% Q 150.00' VC o o Lo H 06 EXISTING GRADE ALONG o °° o co 4840 + o PVI STA=2+26.00 o+ o N N 4840 Q v PVI ELEV=4856.65 .. IL 7_ F- > A.D.=0.56 H > K=266.23 150.00' VC u) 4835 4835 PL , TAJ -.31 % �� ICHKL 4830 4830 DATE 1/28/2025 0 120' SHEET NUMBER 4825 4825 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 - BEEBE DRAW FARMS PARKWAY PROFILE VIEW mL0' 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD45 56 141 1 3, �1 OR 1 1 \ 1 1 1 1 1 1 1 1 \ 1I 1 1 1 1 \ Lo \ O CL 1 \ \ \\ '` 'I 111 11 \\ 1 11 I 111\'\\\\\\ 1 '<1 'I 11 I 1 ►� 1 XI 1 1 I I i \ 4 1 1( 1 ' 111 \\\'\'1 I I 1 1 1 111 1 1 I \ \ ' ,11 \ O\ \\ d GAS CROSSING- GAS CROSSING Q �E RCN Oz in �i40 -I Qo 12N W W Q O KEYMAP DESCRIPTION I I GAS CROSSING I I END ROADWAY CONSTRUCTION STA:24+55.60 r. R-1091.35' - ' __L=1204.90' ��•�� _ A _ -9°21'20“--- �0 16+0D- 17+-00 - - -18+0� 19+00 - - - -21+70 22+00— —23+00 - 25+0026+00 — 14+00 p=63°15'25' 15+00 S79°21'20"E+0e �' e ROADWAY NOTES: I m 1713.22'_ _ I ± — 1 o -�•� I 1 0 I 9 1. ALL EXISTING DEPRESSIONS THAT BE FILLED SHALL BE FILLED IN TO ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN EDGE OF PAVEMENT UNLESS OTHERWISE ARE PROPOSED TO 95% COMPACTION IN RADII ARE 20' TO THE NOTED. O GAS CROSSING �r) - _0 ill _-•GAS CROSSING I XI v . _ _ v �_. . _ - v v _ _ v • _ ! f J' _ -----------------� CTn 11 \ 11 • AI \ ill II 1 \ 1 \ \ \ - • , in I • \ I \ II I I �, I I`� 6�1 I\ I \ 1 I I I I 256 257 1 I 258 I I I I I I \ \ \ 1O 1 \ \ DITCH SECTION VARIES - II I \ . \ SEE GRADING PLAN I' I I' 11 BEEBE DRAW FARMS PARKWAY - PLAN VIEW 1 \ 1 1 1 1 I 1 1 1 1 1 1 \ I 1 II 1 I II 1 1 LEGEND REV. NO. 44444444 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 BEEBEE DRAW FARMS PKWY PLAN & PROFILE WELD COUNTY, COLORADO - FLOWLINE - MATCHES - SECTION UNLESS PROPOSED EASEMENT TYPICAL OTHERWISE NOTED IIIII PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT OIL & GAS SETBACK * EXISTING WELL EXISTING COMMUNICATIONS LINE FO EXISTING WATER LINE 4840 4840 W EXISTING OVERHEAD ELECTRIC LINES OH EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X PVI STA=21+01.00 PVI ELEV=4822.34 4835 A.D.=-0.59 PVI STA=23+51.00 4835 K=252.53 PVI ELEV=4819.43 UNCC CALL BEFORE YOU 811 DIG 150.00' VC A.D.=0.66 K=225.90 1.52% off �� 150.00' VC 4830 o 4830 N N o O O o o O cO811 N N + N END ROADWAY CONSTRUCTION + PROPOSED GRADE ALONG Q a Q >co N N �* STA = 24+55.60 N 1-800-922-1987 t/ Q OR _0.93% > cl- ELEV = 4818.91 4825 co eL u) eL 4825 -0.57% FUTURE PROFILE O O o N cow �� -1.16% ; UTILITY CENTER _ NOTIFICATION OF COLORADO 4820 M.71-PVI STA=14+01.00 00 EXISTING GRADE ALONG 4820 ,_� a PVI ELEV=4827.42 - i- > A.D.=0.58 i- > N a K=257.88 Nui �� -- -- VC CV ,_ - 4815 '150.00' PVI STA=17+01.00 4815 0 o v PVI ELEV=4824.62 Q o O O i-> A.D.=0.36 i-> K=412.84 150.00' VC APPROXIMATE LOCATION OF 4810 EX GAS - DEPTH IS NOT KNOWN 4810 PL o C.9 O TAJ 4805 4805 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 - BEEBE DRAW FARMS PARKWAY PROFILE VIEW 1/28/2025 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) RD46 57 OF 141 . . • • • • • \ • ... .. . .. . \ . . . . , 1- `\ `\ \ `♦ •� , `,, •`, `, •\\ , . . . . . \ , ‘, . . . , • • • • \ \ \ , 1• • \• • \ A X `, \ `\ \ \ . ` a1 \•\\ `, •�� • •`\ \ •`\ `\, .... . . . . . . . \ , . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • \• • ��• ♦• • • • ` \ `` \ \\ .\ \ \, `, •\\ \ •\� \, •\\ • • • • • • • • • • C5-3 I ,.. . ..... . . ., ..... .. . . , , , .. • • • • • • • • • • • • • • • • • N. • • • • • • .. • • • / 4905 �`� `\ �_ E 0 I ,/ / ♦ `♦ ♦ `\, \ [ �1 ,, ♦ \ ce< inol • • . ...„ . Ce � - 4915 ■ . � \ � \ \ , \ / \ \ \ ` \ . \ \ / �\ •� `\ `\ �\ / ` '\ \ \\ .` \` , / / / 1 1 �\ ` \\ `� \ \ \ _ �� ` 11,■■ ,, �/- 4915 _ ` N `. ' - .� \ .� , - �,' _ _ - - - - - _ 4915 • . 7.00 °I°• \ \ . / • \ Apo \ \ \ \./.. 1 0, `\ •, + • `. \\ / `\ `, `. / - ` �� ._ \ �t 0.5% . \ \ \ \ \ `\ \` \ `, \ . 4897.55 \ `\ \♦♦ . \ .\ \ \ ♦\ `, ` \ `, �`\ \. \ \ `\ ♦` �` \ ♦` . \ \ .� �` ♦�` \ \ .. \•\ ♦♦ . \ �` \ ` \' \ ` . \ 4899.76_____-----7.."915.38 ��°� 4900.83 r, G,\ .` \\a•/° O° •�\ • �`\ • �`•I ♦ • ♦` ` 4902.30 ` �` I •\ 1 ', �� ` \ `, ` o \� \ '\ \ \\ \\ \ `\\ . . \ `\ \\A \\ \ I `, \ . I ; \ / `, ; ,/ `\ \\ 4899.56 ` \ 1 4899.77 • \\ `, \\ \ ``\4913.35 \ \ \\ `\ \` `\ i ' . 1 I.---->-- ' - • / / \\ �, \ ` \ ' '�°° - ■ ._ ■ — — \ .' 4915.60 '� p° - - `, `. .� `� _ 4913.13- _ '� _ _ f _ _/------. '�� `. / / °\o - ° 4917.57 HP 36+00 - 1 i- � a 1.-)6 1:76Q2.0% �d`0 o a�� 35+00 c„;:..., N 1.3% N o � /°�°• `. ` / / \ �1• , ' ` . 4917.22 ` \ \ 4914.97 / I I / `. HP�. ` HP' �9 .� . �``. . ',, �� \` / `` / I\\ ♦`\ I `� . `� 1 ' I ', \ \` \ ` \ \\ \` \ \ \4916.48 ' 1 coo c'r \\` e`'r' \ / P ..)),:.\20 \ ' . \ \ \ 4914.93 ° cfl N �' o o rn 2 - 4911.39 4913.64 2� 9 15 \ ^\° o ,..\ cv \ . ,N \ ` N / ',��/ ° ,�\ \\ 1 `• f. ` . ;. •• `\ ` / /`\ ,\ \ • ♦ �` I I . \ \ • \ 4�� ` _,� ' �\ 4907.01 �` \` • \ `. `\ S.• • . \ . . . \` `\ \ >• `\ \ `\ `\• \ �`` '\ \ \ \ \ �` \ �` \ . \ \ .\ . ., , • DATE , ■ KEYMAP DESCRIPTION ROADWAY NOTES: 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION DEPRESSIONS SHALL BE WITH THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII PROPOSED COMPACTION ARE 20 TO IN TO THE p°\° \ ` ..--. �`� - - - �/ '-�`- 4915.38-' - �_ � `` . '.. ' .. \ \ \♦♦ \` 4916.00, ♦♦ ♦`x,4913.95 1 `- ♦` 4916.20 N ., \ `.`-_ .`� \ `� `.. o `. S. ••• `�• \ SNOW ' ! �`�- ` - OWL _ -� -� - '2.0%-•2.0%� o WAY _ - - - o o - CUL-DE-SAC -• 4913.95 ` 4916.20 ' /`\ `\ .` .` \ \ . \ \ 4916.00 .\ `` \ \ �`\ ♦.� �` `` \ S. •` �` `\ `, `. `\ \ `\ `\ \. .� \ .\ .\ `\ �` . \ \ \ ` , �\ \ ` ` \ `\ . \ S.• • ` I • ` \` \ ` • .� ♦` o \ 4902.02 , ' 1 _ 7p _ _ 5 �p ` •.\ . ♦`♦♦ �`\ ``� / f= �� - `-- - _ 915 .- 4913.35. \ 4 �``�` ` ``\ \ �9�S `\ \ ��` `\` .`♦ \,\ 4901.71 �` ♦.� `. `. ♦. \ \ 4899.46 . 2el° `LP ° `\ �. \ ♦. N .. --. \ `, `\ `. \ ` 4899.77 `\\ / v3 \ ..•.. `. `\ . kp \ `\ `♦` `� . \ `\ 4902.02 • `\ ` ` \ \ c� \ \ ♦♦ `♦ --_ \ \ \ \ \ \♦ `\ .N \ •\ `\ • ` N \ ` ` • FALCON WAY - CUL-DE-SAC . \ , \\ \ ► ' 1 •I ; ' 1 I I \4 / / --/-' \ -- �� `- `• `• LEGEND REV. NO. -'� - 4915.60 / '-<., `,, '`., `, ,-' .-'_ -' --- - _ '`\ `,` `..`.� aaaaaaaa / / 4920 `., ..•, '`.� �I''- ,____, /' 4-9 0 _--' ___ `. �,--'' '`.� \ / ,' - --_______9 / ,I ,''� `.� �- �' WARBLER WAY - CUL-DE-SAC '`_ S. ``• `.� \ • EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH - CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC DETAILS WELD COUNTY, COLORADO — • — FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED I I I II I PROPOSED CULVERT/STORM SEWER - - EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE \ \ \ ♦♦ ♦ ♦♦ ♦ ♦ ♦ \ \ ♦ ♦ ♦ `. •. ♦ \ . ` • .♦ S. •S. •S. •S. ♦ • .. o I / // 4896.80 /' ; , / / / `� \ \� \ ', I 1 \ \ 1 / 1 1 1 / / 1 0� // , / / ' / �' / I ,' /r /_ / ' i ; \ \ \ ,• , . • 1 I i� • , 1 S. , • ' 1 I ; i i 1 ; I I °, ' ' 1` \\ \` `\ \ . \\ \ . \ . • . , \ \ ' o \ 1 •\ \ a . \ . a '� ` \� S. .\ 4921.28 HP i ` ' \ ' '. ; ' . . '• ' ' 4923.53 HP \` \ �` \ \ \` ' \` \ \ . -, \ . 1 . •\ •, I . \ \% , �, , `\ \ \ \ \ \ . \ • . , \ \ ` \� S. `\ \ \ \\ \\ \ \ ` ��\ • �.` �\ \ \` \ \\ \ ` \\ \ �\ \ `\ \ • ` ` ` \ \ \ \ `` ♦\ •S7 - I , — _ — _ , `♦ ♦ / .• / _ 4910 EXISTING WATER LINE • • `♦ \ `♦ `\ •`\ •`. \ i / / W EXISTING OVERHEAD ELECTRIC LINES S. `, N `. ♦. `\ `♦ ``♦ .` N ♦ S. ♦ 9 ♦ S.S. ♦ `\ N . 4900 ' / / /' , \ ..� � I --- __ / S. ---- / --'�� o OH— EXISTING UNDERGROUND ELECTRIC LINE N ,. • • • • • • 4903.83. _ S.S.S. �` �` \ �` �\ `� �`♦ . �`\ \♦ \ �\ `. ./ y. \ ``\ ♦ z N `N.. �`♦ \`♦ • \ S. `.• `•` . `♦�/ \ !°I° ` '---- I - '. 4905 '� • `�\ ,' / I O O / / / `.` co .. -• 4915 - E EXISTING FENCE ' '• ,- 4918.46 HP __ _ _-_''� ' _--'" - �, - - / - - X -I -- - / / / I ' --- 1 1 `' N. �\ �'. \'. `�\ \ 4920 \ \ ♦ �\ ♦♦ /`. �'�•4805 ♦ \ / �- 4920.71 HP / a°I° ,./...\,•0.---' i /; ..•.--- v 7 \ ,-,_-- /o , \ ,,`` ,�.``` .� \,'� `.• • • • • N • • `.• \ • \ • ,,` \ `�/` • ,X` • • • `♦ • . l • .. 0 • \ 7 CO 0 � . • �`\ `\ `` \ \ `. �. `. \ \• • • • • 4906.08 .6.. \ • `\ `. `\ �\ `, • • • '• N• • • N • \• • • •°\°• _ I_ \/ •. �/ / ,,, _ I` off, \ \ \ \`\ `. 4930 ' /' ! ; - — — 4925 J / \ _ -------- / \\ ��h _ 4921.91 �- �' '•oo o /-� ' N. ,, �' 4923.89 H P ,' o°\I-Do° �,----- I 4921.97 - � ' 1 \•\ `, ,`\•�� \ �°\° ,�. ,� I 4921.90 ` \ ` \ ` 1 \` `,f/ / \ '. \ , ` ` . `\ \` 1 X. • ' ` ` �. \\• • \\ ' '•YOU \ • • • • • \ / \• •'. • ��\ \ ` ' `\I \\ \ \ S. `\ \` � -_- /. / .� / \°\ \ ,- \ I' ---- - -- --., -' ' / / • \ 4919.09 4916.84 `, \ 4916.64 ` 4918.89` \ - o° ,1 \ `. I �L I 4921.06 `` `` ` \` • (1/ ( I \ . 4919.17 • ` �. HP ` I 2.0% \ 2.0% o M o `'.TI 2.0% / \/• 2.0% ; o ( / / , 4919,09 I' I I LC) ° / ` i r 4918.89 / 4916.64 / /- ./- 4916.84 // / / / r // , - ' ,h �, ° / _ ��. -' \ / / 811 CALL UNCC BEFORE 811 DIG ci 1-800-922-1987 r OR • o ` ♦ `° \ ' `` ., �, �` `. \ : `,\ ., \ \, . ` `\ \\ 4908.37 `. ` ` A 4906.12 ♦♦ `. `\ \ ♦♦ `\ `` 4906.32 `. `\ `, \ ` \ \ 1 . \ 4908.57 `♦ ♦♦ \\ ` \ ` \ \ \ I . `•. \ \ \ \\ \` , �♦ \\` �\` \`\ ` `. �'/ ` 1 \ `�I \ . \.\ I . \ \ `\ \\ 4908.85 ` . ' I \ ` 2.0% o+ rn M 2.0% \ \ 4908.37 2.0% \ \ �� 2.0% \ ( . \\ \ \ \ \ ` / \ , \ ' ,q r I ! \ '\ . . ` �` , ` ` ; / \ \ ' ` \ 4906.12 `\ \, I `\ 1 4906.32 `\ '. ` i \ • ` . 4908.57 \ \\ \\ . I \ \ \ \ ` . \ ` \ . \I \ .\ `, \ . `� '.\ o ' �`\ UTILITY CENTER NOTIFICATION OF COLORADO 4919.66 - 4919.44 - _ 2 0% 2.0% ( ` I '\ i 4919.65 \ 1 I . , - `'- - I 4921.69 I I. • \ �♦ -` I `` \ ` I �`_ \� II NIGHTHAWK �- ; \, AI', WAY _� ° N + 8 N - CUL-DE-SAC ` 1 4919.44 \ . ` . 4 21. \ , 4 I 1 `\� o , �I i1 i i i 1 1 . \, ; i i PRO PL ENG : TAJ '_ CHKC \\ '\ �. `� 1� 11 I� `,\ \t MEADOWLARK \ '`. 0 II \ V- °q WAY \ I \ I CUL-DE-SAC I e I ; \ I \ `\ \ \` \\ • \ I`\� ``�\ `\\ \\ `�` ` DATE: 1/28/2025 0 30' 60' SHEET NUMBER NUTHATCH WAY - CUL-DE-SAC I\C 1" = 30' (HORIZONTAL) C D 1 58 141 .- , _. ........., I , __ - _---'' , \ 1 , . i , , . , , % \ 1 il 1 , • , 1 , I 1 i \ ,� ° I \\ 4887.07 \ \\\\\\\A� I ' 4884.82 l0 '2%...-°010 4884.60 —_ — i � cr \� ` o \ p �► \ - \ / / I ;11\ ° o c,, •, . I 7 ctE ,,„,v) I I O - i I \\ N • i 4866.59-•I /- 4866.59 __--'" _ '. .• <..------.......„---- Vi O 496° , _ - _ - — / i • i , 4866.38 I I \ i / t / \ �/ / ' • \ • \ \ \ \ \ \ \ \ i•\'') 4864.13 i• I `` 4864.35 �` I % , '• �° Q 06S `\� I I i ,\, O lt. 2.0% ' 0. O o O 4864.49 2.0% 4866.87 o- I �° N o 4864.49 I 4864.34 4864.13 �._ ,4952.69 °° •�` \ 4866.38 Q° • \\ \ / / / / / ,— / �,,• — r♦ '• IX — ' .� . ---5 4960�� 9 _ —_ ---- et — - '' -- / \ 4887.07 \ \ , ---—� — 4883.22 / / 4882.85 - -"-• ---- / o o ----- \2�1 i i\ polo �� 7 0° 2 / \ �� ` , ',�\/ I ` // 4886.85 ! \` 4886.85 N �° ,'o ` � \\ - \ \ \ ° \ \\ \ \ ,' / . / \ .-' ,. - �•0 0 \ • / \ �. 55 �� ' . 49 ��' J / _ - - - // , -' ' .'�4950.44'' - �''' . 4950.23 49 DATE t• °\° •_--- 4952.69 4952.48---------- I I & Q "- _- -`•\ - 2.0% +00 i ' �� 2+�0 KEYMAP DESCRIPTION --- -- ----- --- -- _ - r- I \ \ \ 1 -•- Q° 0 > > w rn o\° a o ie r\ o �' \ p`b� "- \`^, / \ J •- �` I / 'iii / / // ____ j / / _ - ■�� ■ - 2.0% "- 0 0 6.s°io 4952.06 HP _ 4952.76 010 - /0 '`ti' N ROADWAY NOTES. 4954.66 HP--''-' - --''- 1 , �.• \ 4952.48 4954.31 HP' ' 230'' 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE FILLED IN TO 95% ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII UNLESS OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE _ - — 496 \ - ----- _- __ 49 ____ -'-- \ � 4950.23 __ \r _-''-��- - - - - - - \ '- 0°� 4950.44 ' \ ,' // \• \ ,/' / '-- ` 4884.86 / \ \ \ • 4862.20 \ ` \ , \ ', `•• \•\ \ `• 11 \\ �` , `N CHICKADEE WAY \ O \ CD \ • \\ \ - CUL-DE-SAC / / / ', \ `\� // / \ \ \ / \ \ \ Dolo -- __ �• f _ \ _ \ 4881.07 - / / -----_� -_ ---� /7//I '--- -____ _ _ - / __ - / - --- _------ \ / / '� _-' \� / /• / / ``'�'. ,_ KING FISHER WAY - CUL-DE-SAC __--------- / __ - --------- --- \ _ • �� .- ' - 4955 ----- �� -_-- __ �� _ _- '-- _- ----------- - ______- _ -_ _--- __ ____ ____ -'" ____- -_ -----_ ------ ----------"- - i ` --______ -' 0 i _ -- 495 __ 495� _ _ _ _ - _ _ _ MEADOWLARK PLACE ROAD - CUL-DE-SAC LEGEND REV. NO. aaaaaaaa EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC DETAILS WELD COUNTY, COLORADO - • - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED M M M i ll PROPOSED CULVERT/STORM SEWER 7. EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE \ \ %1 \ `1 \•` \ `A \` • ' ` I o ' ' , ` I I , 1` ; ' 1 ' ` i • 1 ( •' , i 1 \ \ \ ° A, . \ `` •` \ \ \ N� \ `• \/ `\ \ �\\ �\` ``1 `\ •\` / • ` `•` \ ` \ • 1 \ \ • \ \ •\ \ O • ` \ \\ `\ N\\ \°y0' ` /• ` ` Nx ` \• 4923.10 • • •\ 1 •\ \ •\ \ 4920.85 • `� \\ • \ \`` \`` • `�` • v •v -. O° \ \ ` ` 4921.06 ° / / / / / / / / �/ i . I \ A __ \ _ -•O� \ \ //'4906.98 / '� / / / I �0\0 �- ��° / / / / /• ,' +� / / I / I 4909.02 ' 2.o 2.p J .4906.77 / �� v%' /. 4909.30 4909.23 4909.23 ° W ,\O o°� N o\° Nq 0 4911.20 HP ' �° �, 2� N �o O • /it I I • I ( I i0c\ O I� , /' 4909.02 4906.77 4906.98 '-� I I I / I . / I / ,'OH- A / / A \ / / �• / i / , i \ / I ' ; / �; % ; I / EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X 1 ` , , • \\ \\ \` N `� ` \ , , I / rk I \'\ • •`\ \\� •`\ \ / A• •�\ p% �' / px l°I° ' i / , // CALL UNCC BEFORE YOU DIG / v` �� / 4931.65 4933.90 N• \ c) CD \ \• ii \ / HP HP / I/ o 0 1 i �' °/ O, 4934.25 H P I / /2.3% / X 7xp0 / 4932.27 2 p4 / U'° 4932.35 ; / 4932.07 �, 4932.27 �' I ' 1 °9 0\ r/` �� , ' i I 1 1` \ ' (1/• \-.") \ \ a' ° /o\ i \ I \ \ \ \ I ' 4930.02 `. 4929.82 �'9 4932.07 3S 0 o\° v •v 1 �� o O �� ` ••\ \` / \ 4923.31 �2�0 pOn' / / •✓ 4923.38 �% \• • \\ \` `�` / 1• \ . N` 4923.10 / • I `. ` ` ` /•• \ `\ `� \ \ \' \`\ \• / \ °° \\ ° • • \ \ ro\i� o\° 4923.31 \2.6% 4920.85 • N. V W 4921.06, Q 1-800-922-1987 V11 \ \ \` • • 1 I • v \ ,v \ \\ '`\ \ \`, • \ •\\ \ • ••, •1 \ `\ v \ `�\` \ •\ v \ 4924.93 \ \ \\\\\ 4922.68 \ ` � •`\ `\ ` • o HP X. HP \` ` \\ \ `• � ° 2.5i•�o\° `L N •\ ° p 23 I° `\ \\• 4925.29 HP • •`. `\ p\ \• ' N. ` • ' v / •_ / / .,, / \ \ �9�0 \, `• , 1 it •it 11 UTILITY CENTER NOTIFICATION OF COLORADO _ A �.. / .' / 4910.85 HP / /' ,' / / `� \ ` \ \ / ,' •, `� `� o `\ `� \ / `� `. 4908.60 HP ' - /' '' ,'� • ''' / oo --- �,. '- / ,/ / - BUNTING WAY CUL-DE-SAC \ -` /• 4930.02 � `\ `\ `\ l`` `1 `` '� • •1, \ ,\ •/ •`\ •`\ - ` \ _ -1 4929.82 \ / PRO J PL 11 \ ( \ \ \ \ • I 1 \`1 \ \ SORA WAY - \ \ ��: `\ 1 \ •• ` \ , \ ` �` `.` CUL-DE-SAC •\ // • `�`�` ---- "�. i /1 / // l �/ it , �� - PELICAN LAKE PLACE CUL-DE-SAC DATE 1/28/2025 0 30' 60' SHEET NUMBER 1" = 30' (HORIZONTAL) C D 2 59 141 • • • 4927.1 �I I 4926.89 ♦• • \ \• \ 0+00 I♦ ♦ 4926.62 r I 4926.34 ♦ I! 4925.67 \I I iI' 4925.95 Al • • • ♦ 2.0% 2.0% • \ • • • • • • 2.0% 0 N 4925.69 • • • • 4926.89 I♦ ♦` \, 100' I ♦ ♦ \ 4926.34 I ` ` X15"FES I\ --L _--� INV: 4923.50 ♦♦ . \ ♦ 4926.29 ♦♦ I. _ ♦ \ +_ \ ♦ • •` • \ • \ \ '`♦ • `, '\ ♦, \ ``, \ •\ ♦ ♦ ` 5 • \ ♦ \ ♦ ♦ ♦• ♦ \ ♦ • ♦ \ I‘• \ ♦ `\ \ '' ♦\ ♦` \\\ \ \ `'S `\ `•� \\ \ ♦ , • •♦ 5 ♦ ♦ • ♦ \ \ \ ♦ ` V ♦ ♦ ` \ ♦ ♦ \ `♦ \ \ ` \ ♦ \ \ \ ` \ ♦ \ \ ♦ ♦ `\ \ `\ \ `• \ ♦ X \ \ \ \ ♦ •` • \ ` ` \ 2.0% 2.0% ♦ • + - - \ 4928.02 . _r . 4927.08 • `\ 5'▪ l 1+00 •' !� . `\ 2.3% \ 4925.09 \ 4925.36- t-.4924.70 • • 2.0% O O 2.0% � 2.0% ♦ 2.0% 2.0% \\ • ♦ O O + N • 4926.09 • \• 4925.85 CULVERT 11 \'. 15" FES INV: 4922.92 4925.08 I\ 4924.70 \ • 4924.98 ♦ \ • • • • • \ .\ ♦ • • ♦ • • • • • ♦ ♦ ♦ \ • \ \ • \ \ I • • • ♦ \ \ \ • • • ♦ \ • • • \ ♦ • ♦ ♦ ♦ • \ \ \ \ \ \ • \ \ ♦ ♦ • ♦ • ♦ ♦ 2 \ 'BEGIN TRANSITION TO REMOVE CROWN STA:1+63.00 '♦- \ \ \ \ \ • • • • • • \ \ I I • • • \ \ • • • \ \ • • • \ • • ♦\ ♦ \ `` � 'S • ♦ ♦ \ ♦'. N. \ ♦ •\ \ \ \ \ ` ♦ \ ♦ • FAIRBANKS DRIVE & MORNING DOVE LANE INTERSECTION ♦ \ \ • • • • ♦ \ • • • • • • • \ • • • • • • ♦ ♦ • • • • • \ \ 1/4 ♦ • ♦ • • • • • • • • • • • ♦ 4938.24 / / II I I14936 44 4936.16 I I 0 O 4936 97 4936.87- 4937.51 4937.58 - \ i J 4938.01 ♦ • • N 4938.52 4938.24 N 0.5% N 4938.39 4938.11 O 0 CV 0.6% .9% / • BEGIN TRANSITION TO REMOVE CROWN STA:1 +63.00 l 4936.16 4936.71 r • • L • ♦♦ • ♦ • • • • • • • \ • \ • • • • • ♦ • • • • • • • • ♦♦ ♦♦ 4937.14 - 4936.55 4938.01 - 4937.42 4937.73 - 4937.14 SNOW OWL WAY & MORNING DOVE LANE INTERSECTION • • • • • ♦ \ \ • • • • • • • • • ♦ • • \ • • • • • • 4913.46 4913.18 4914.66 4914.40 --------------------- ---------------------- 4915.45 4915.73 • • • • 4915.89 4916.17 4915.45 4915.89 • • 4916.52 4917.08 • I • • • • 2.0%' 2.0% 49 7.34 1.7% 0.7% 4914.56 4917.2 BEGIN TRANSITION TO REMOVE CROWN ji 4913.18 / / / / / / / / / / / / / / / / / / CULVERT 4 // 4916.84 e 4916 84 4917.04 15" FES I INV: 4914.54 4916.82 _ 4916.75 4917.65 Il II BEGIN TRANSITION TO REMOVE CROWN • • • FALCON DRIVE & MORNING DOVE LANE INTERSECTION 4917.32 4917.04 • KEYMAP ROADWAY NOTES: 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. • • • • • • • • • • 4905.61 • 4905.35 • • • • • • • • • • • • • • • • • • • • • 4905.74 4905.48 • • • • • • • • • • • • • • • • • • • • • • • • 4905.35 • 4905.6.4 • • • • • 4905.12 4905.48 • • • • 4904.20 4905.90 • • 4905.24 . 4905.22 4905.81 BEGIN TRANSITION / TO REMOVE CROWN / ‘,(f/‘ A • • • 4906.19 • • \ TO REMOVE CROWN STA:44+76.78 N • • • • • • • • • • • • • • • • • \\\\ 4910.23 • • • • • • • • • • • • • • • • 4910.23 4910.50 4910.70 4910.65 4912.64 v 4912.36 • • 4910.90 4912.05 co / 4911.77 • • • • • • • r,. • • • • • 4910.41 \ 4910.59 • • • 4910.20 4909.63 4909.91 4910 48 4909.63/ 4911.26 4910.20 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I I -1- 4932.32 • 18" FES INV: 4928.50 CULVERT 25.1 BEGIN TRANSITION TO REMOVE CROWN I 4931.61 4932.617 Ig ▪ I 4931.65 4932.32 4931.51 4930.91 4930.85 8+00 4930.71 t INV: 4927.93 I I • • 493 .'413 Ill 4930.79 4930.14 4929.98 • • • • • 1/4 1/4 o N 4931.41 • • 2.0% 2.0% 2.0% 4929.88 4930.26 • 4931.07 4930.71 4930.09 2.0% i‘V\ \ \\ 4930.79 • • • • • • • • • • • • • • • I • • • I Xi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 18,,LF‘; ‘—‘ \TRNN4s9—I3T2I•—(5.3N4 --‘%7 • 2.1% 4930.85 \ 4930.64 • STA:9+47.30 • • \ 4931.63 4932.62 4931.67 • • • • • • • • • • • • • • • LEGEND EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT PROPOSED CULVERT/STORM SEWER EXISTING EASEMENT OIL & GAS SETBACK EXISTING WELL FO EXISTING COMMUNICATIONS LINE VV EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES O cim O <4414141414<1 EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE mi UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 30' 60' O ,_ ,u2g O o <c\ip • z z - Roo. SCLEZ WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER BURGHLEY COURT & MORNING DOVE LANE INTERSECTION MORNING DOVE LANE & LEDYARD ROAD SOUTH INTERSECTION FAIRBANKS DRIVE & PELICAN LAKE LANE INTERSECTION mml 1" = 30' (HORIZONTAL) IT1 60 141 \ \ \ \ •.. ' \ - \ -- xQO - _ - \ _ \ \ , / \ 4904.12 �/ • X °\° \ O ,' \ 4904.40 � l� ,� \° _ \ ry� 4903.93 / , � \ / 4904.12 0 X \ 4903.93 \ / O6/ / / 4903.50 / / / / l / 07o / / / / / / / / °\° / 4903.07 O� / � o♦ 9 / 00 / / 4903.21 �0 4902.64 O' 2O0 4902.93 •/ / BEGIN TRANSITION 4902.92 r? TO REMOVE CROWN / 0 STA:27+03.48 27+00 4902.54 / / // •// / FALCON DRIVE — _ ., - „__ .. ..„ — \ ��O BEGIN \ TO REMOVE _ _ \ \ / \ ' \ / %```. \/ 4904.77 / 18" FES INV: 4901.64 �\ �i 4904.11• °\° \ ♦�// Q \ 20'0 o 0 4904.10 �\ 4904.21 \ �\ \ o\° ° \ ♦ 4903.96 s2\ `p\o \ \ � �x ,•.°V) 00 o o\o O� 4903.72 4903.50 /° / '`\ �° `L' ° • �''� 4903.32 4903.35 /\ \ / \ / \ \ / \ \ \ & PELICAN LAKE . , , ......,\., , - �`�. / / \ TRANSITION �/ 4905.42 CROWN 20 STA.29+29.48 4905.70 •00 � , � \ 4905.42 x o\o \ ` • q,. \ � \ \ ,� 4904.90 \ � `• \% ` o / \ / °o •• X4904.69 `\ / / / \ 7 / 1 ° \ / I i. 4903.95 �` ♦ -� CULVERT 28 \ 1\ \ 18" FES \ ` INV: 4901.23 j°�\o 4903.44 i \ ; " I \ I ti • 1 \ I • o \ \ i �° ' ° I 4903.25 \ ' o\° ,r9 � \ ' 4903.53•' \ 0\ 4903.15 I \ 4903.15 ; ' ` \ • `• I 1 I \\ I , I ; \ I i t / \ i I LANE , / ,I, e iv 1\ \ r i i t I I / \ r� / I r 4921.11 I 4921.39 • \ \ I I I I \ � \ 1 \ 1 1 i `, \` . ` 4921.11 \\ ` \ I • __ /.ce . , 1 I .\ / I I a i i 1 i ' ` I r ' r i \1 � ,/ r / , ' , / i ,--�` ; , ` • , • 4917.00 i I 4917.28 v\ N i \ \I\\v 4917.00 \ • • \ 1 `\ ` j. `\ • , • , , • • \\ \ .\ `\ \1 \ \ \ v, 0 Z _ 411111 //' i / / / �`/ \ , I• \ `� \ 4916.85IN\ . I \ `I 4916.86 . o 0.0 /0 ` �\ . o 2.5 /o — \1 � � 4916.52 � \ \ Y NN \ `\ I \ •`\` `\\ \` \ BEGIN TRANSITION \ ‘` `\ \ TO REMOVE CROWN \\ .\ \ \ STA:1 +63.00 ` `\ •�\ \\\ \ \ \ \ \ 1 \ \ `\ `\ \ \`1 \ \\ •, \ \\ •'•'1.,et ... �� ... •' tel O •� lt' ♦•'. / / ► . ♦• •� • • � I I (� I - ■ ■ , r i o / / — — -� / \ / \ \ 18" FES N \ 4916.69 • ` 1+0� o �I 2.1% ` ` •` 4916.44— •416.05 \ 2.9% `\ `. 1 I ` \ ` \\ \ \ \ I \ \ v\ \ \ I \ ` `•`•` 1 \\ `\ `\ `\ \' • . \ •\ \ \ I CULVERT 29.1 ` \ \ \ \ �\ _` ` L — ` 18" FES ` INV: 4912.97 `\ �� ` —� ILLIC4tit� ; ' ' \ \ \ \� / / , , I ' 100' J 1 a \ I I I ,'/ ,' ' , a •� f 4921.21 ■ o , / ' , r 4920.93 I I/ , 1' 4918.10 �� 4920.93 t , / DATE BEGIN TRANSITION 2.0% 2.0% i1 / I '/ 1 TO REMOVE CROWN ' ' I i / , �� STA:36+90.51 — . i e I i I E! INV: 4914.00 \ `\ \ - --Jr- �� _ 1` — , 4919.10 4920.11 / o o \ I \ `` ` ` 1 `` ` ` ``` 1 _ �_ - - - , \ \ ' �_ \ -- - - - - \ '� '�— 4914.40 \ I \� o `, N 37+00 0 ci o 2.1/ 0 00 2.0 0 /o 0 �.0 / 0 2.0 /0 3 ` ` ` ` ` \ `\ ` 4917.82 4917.20 \ 4915.18 \ ` KEYMAP DESCRIPTION \ /'' ,,' a e N a o 5% c" 3.0% \ \ o N ■ 3.1 \ % \ {tg, 1` N 3.1 % �, `\\\\ ` 0\ �� ,\ N `\ \ `\ o \` N \ , 2.7°�° 4918.38 0 4920.20 I 4919.40 N �_ '. 0 38+00 \ ° N. 4920.96 V 4920.68 I ` \ \``. \ \\ `. `\\ \` \` \ ` ` . \\ \•\ �`, )/ ` ` 4918.10 _�-- N _ - - - - 4917.72 4917.10 -`' o nj - 4917.48 / -- 0 -. N 4916.50 t `. I `. \ \ 49 5146 o \ \ N ` �` ` `\ 4914.68 \ \ o \ \ N `\ \`\ \ 1 ` \ ROADWAY NOTES: - 4918.00 \ I \ `• ` �• 1. ALL EXISTING BBE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE OF SHALL PAVEMENT DEPRESSIONS BE WITH FILLED ALL FOR CURB UNLESS THAT ARE IN TO 95% GEOTECHNICAL THE PROJECT. RETURN RADII OTHERWISE PROPOSED COMPACTION ARE 20' NOTED. TO IN TO THE �� 4919.91 `\ `• `, \ I •`• -'-' _ _, T 2.0% I •\ •`, _ -_-- _• ` - 4916.12 ` 4915.08 4914.30 ` -• 2.4% - ` ` 4918.95 - —� T ` ' /lii 4920.25 4920.72 \-- 4920.44 s` \ `\ \ \ __ ------- - — — � \ \ \ \ �- � \ • \ \ ` ` ` ` ` ` ` \ - -\- ��- •` • \ \ — — rt — ' c:' • \ ` \ `, `\ �` ■ \ �`\ `\ \ \� ` . ` �. \ `\ \ �\ 2.0% 2.0% - I . \ \ `� \ `� _____ -==--=—__ ---- ____- -- _ - - - '`.� ••� ___ _ NUTHATCH _ `\ `a • \ \ \ I -� I ---0 WAY i 1 • •\ `•� \ \ \ \` • • & FALCON \ 11 `\ - ` \ \\ v , `\ `I \ \ ` `\ ` \ `\ \` ` \\ \ `\ \` \` 1 \ \ `\ • \` \ 11 \ `\ \ \ `\ \\ \ .` \•` `, \\ ,\ \ •, �.` �.` \` \ \\ \`• 1 v . v \ \ \ `\ \ \\\ �•` \ `\ •`\ •1 •\ \ ` 11 • • ; `\ • `, DRIVE \ •• `•` \ .` .` \\ \ \` \ .` .` ,` / `• ` ` \ / `\ \ \\` `\ `\ / `\ \\ \ `\ \\ ; `\ \ `t `\ /i \\ \ \\ 1 \ v v 1 I \\ t �� I 1 �,' / NIGHTHAWK 11 \` , i 1 \\ `\` \` 1 v I ; i 1 1 `I 4920.15 I• I DRIVE 4920.53) \ & , 11 FALCON 4920.25 I I I ,� DRIVE v••% `•` \ �`. `\ \` \ • \ \ `\ \ `• \ �.\ \ •` \ • \ `� �•� •`\ • • `\, LEGEND REV. NO. aaaaaaaa EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 INTERSECTION DETAILS WELD COUNTY, COLORADO - - FLOWLINE SECTION PROPOSED - MATCHES UNLESS OTHERWISE EASEMENT TYPICAL NOTED IIIIIII PROPOSED CULVERT/STORM SEWER - - ( * EXISTING OIL EXISTING EXISTING & EASEMENT GAS SETBACK WELL COMMUNICATIONS LINE INTERSECTION INTERSECTION INTERSECTION I ' I ' I \ ' \I �I \\i I I 1 I 1 I 1 I r r / i Ir / ' ' I/ i ," 1 \I \\i I l a 1 I I� I I \ ' i \ 1 i 1 I \ . I 4910.72 1 ; 4910.44 I �\ I I\ YYY , _ _ '/ / /• \ '' \ �'' -- / / ,''�� / '/ \ ,--' / \ �,,' __ _-`-,., , �' 4906.20 r \ 00, i / 1 I ,, 1 / \ BEGIN TRANSITION . / / i TO REMOVE CROWN �, 4910.44 i STA:10+55.3 / / 0°10 olo 24" FES i 4907.25 •0 2 INV: 4905.20 4906.48 4909.56 / \J O' / o v v •-------'---- \`\ \\ ‘`\` ••• \`. `. ```. `••``�� `•, \\`. 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' `� —.� . i —,` — — — — I a 100' �,. `.-- ` — — — — _ _ �- 4904.77 -` ---I--- - 490 7.29 -,---t,' ___,---=--.... ,� �- 490701 ---- - _-- \`\ , \• 4907.15 81 I CALL UNCC BEFORE YOU 81 DIG 1 •,� 36" Z \ ` `� INV: 4886.16 \ FES , ``'`. \ -- -- ---- -_----�- � 1' ► 4906.72_ STA:29+_62.10 - _� .\ -� ,� � � --___- � I � -- - _ � T \ 1 , i 4905.47 ' 4906.94 ' .`. \ �� r '-� o /, - `._ ' _, '• ---- --- I N �' --. _ --------- _ ` 4890.26 •.. . • `. `� o N� ,1.2/0 0 o N 4890.56 ~'1.8/0 o o N 4891.17 26/0 \ -- o _ o N. 4892.01 ° o o N - _3.2/0 4892.80 4893.08 __ 04906.17 4905.69 o c\i 4905.05 �j�� Z:,'' 0 00 1.1 /0 0 o O 0.9/0 0 1.7/0 dl, 4906.56 o o 2.0/0 1.1 /o o / 07.00 �- , 1.1%o / 0�I' -- oI ---' m o 'c1.1% N� 1 �� 800_922_1 OR 987 I 10'' 4905.26 N o I 4906.12 r• , 4905.73N w / - - - _ -- ' / 4906.60 • _ - -. ■ t / 29+00 4906.70 o _ 4907.43 fo ._ _ _o N N , 1 \ / - I I p I '1 �✓ 1 polo y q .4907.49 / - I• 1 2. / 1 `4909.11 �.p°I° _°: ` 2 , I� 4908.59 4907.29 / / I . °I° I , I \ �, 1 , / t �• `. �i ..` 4890.54 `.`� 4890.26 0 o N �.0 o ci 4890.84 4890.56 I ,o N _ 4891.45 0 _ _ N ° 4892.29 0 4892.01 N - - - - --------- -0 4892.80 \ o �' _ -- . ' --- � _ _ ___- i- / c`i'� 4907.15 490624 4904.77 =/ '' •, .' , �` �.� _ _ • i , _T X00 4909.69 9 \ \ 0 p°l° °'0 4908.10 �� 2. �o ` \ .4910.271 4907.04• \ i ., / - Q , _ �! T 4905.41 4905.79 ^ / ,� /' �� - ` � _ - / , - UTILITY CENTER NOTIFICATION OF COLORADO ► ``� ` • 4891.02 o _—, t / —T �� , r // / / 2.0 /0 2.0(1/0/ �,� �/ . 4891.19 `. _ _ ----- I 0 4908.72 �' \ �o 4909.53 \! \2 4907.32 • \ .`ro \ \ ' W — _ ' o o /1 \1 �. .o \ �O 2610 • I 4907.04\ 0 4906.07 0 I \` polo `��` \ 4910.55 4909.19 \ \`\ `•\ 0°I° f\ `` \ � I �\ \ \ \ 2. ` \ \ 4906.35 \ `_, 0 I \ 11 •-".• \ �, `I i \ • 4906.07 \` • BEGIN TRANSITION / 1 I 1 \ t TO REMOVE CROWN / 1 \ 4910.27 STA:8+29.34 1 \ \ I \ \ \ ` ` �` \ `— . CULVERT 31 \ N '' � N 36" FES INV: 4886.00 •. `. .� - _— 4890.73 ---__ .�` `� \4890.39 - _\ �► 489.68 .o o f � �-�-. - I - - '� - �`----_____,-- �.` o ``.__,- _ - _, ___ ``� --- -• 100 ; ; — --c` — — / ,`-'----- / `` ' i •` - '/ / , t I I / / o I 00 N 4905.10 ,�, / / I I ' , 4905.51 / r(\'\I ,,' ,' ,-' �'--- ----_ / ,' / / I i /' / / // I _ ``�` ---- '' //1 1 4904.72 , I .`. .'`� /� I `.� `�_ ,' \ `. I \ •� \ ''---_-__-. `.. _ `---_ �__ - `. `. `. �` _ I .._ '`.� -.�` `�` . .�` 1--_ \ `` ``. ... ``- 1_ NIGHTHAWK I , /1 I I DRIVE 2.0% \ \ - - -'---- & 2.0% '1 \\ \ \' \ \ I I / ---- MEADOWLARK 4904.82 + \ \ ` \ . ` , t / / / / / I I / CULVERT 34 I t 1 24" FES \ \ I 1 \ 1 INV: 4902.77 \ \• \ \ I \ \\ . \ • . •I• `\ `` \\\I\ \` `\ I• ``` \ ` ```` .' \ \` \` \ `• --- • \�` •`` \‘` • •\ .'` /,. •`.. \ . \ I `\`\ `‘`\ •\ \• LANE _ \ \ • - 4890.33 2.0% at o \ 0.2% — r I .r 4890.62 I BEGIN y TO I STA:1+63.00 TRANSITION REMOVE CROWN _q \�`-__ - `' -, `. PL TAJ 1 I I / I i i 1 1 1 \ \ I \ 1 1 \ 1 1 I I 1 \ 1 \ \ • \ ` ' C 1/28/2025 MEADOWLARK 4890.05 ,'\ ' \\ LANE 2.0% 2.0% & KING 4890.05\ II . I Y \ `�.`. 1 FISHER WAY I i NIGHTHAWK \ \ �I `\ /' \ i \ r \ DRIVE & MEADOWLARK LANE 0 30' 60' SHEET NUMBER I mml 1" - 30' (HORIZONTAL) T2 61 141 WEST INTERSECTION INTERSECTION EAST INTERSECTION • ,, ,, , ,, ......- , \ • \ \ 491424\``I/,,. \ \• 4914.62 \ \ \ o\° 4914.11 �`` \ 4914.33 ` ,\� \ \\ �� `�`` \ ♦\°\\11.5/ INV4911.10)'/ /• 4914.37 / / / / h\° pO♦j�' / �x 4914.83 e // 08° / / �° / / 4914.95 r 2g / / / °\0 // 4915.30 / 200 / 2 / 4915.58 00 / 4915.30 / p / / �x0 / / / ---- - - - -- -- / ` / , ; / , , I I \ \ xpp ; 4914.49 \ \ \ [1IIII:::: _ os° °\/► 491`.95 \ \ / \ \\• CULVET 39AINV4914.17 3.674906. �. So 60% �� ti� \ Ii% 4913.90 4914.05 � �♦� 0 ti� 4914.27 4913.76\ /'�� 24" FES /" � INV: 4910.40 _ \\\ 6+6x _ / - 24 FES 00 - \ �� INV: 4910.52 4914.78 CU\ ERT 39B ` \ ' \ \ / N. \ \ ' - / \ �- / \' / N \ ; `� \ �`` •`\\ ``•�---___ - -' , , , • ,, • . \ ______ \ , .,‘ ..........._ • • • / • • E Ce NA 0 I Z l`\- - --_ _ — — — �.0% 2.0% _ 1_ _ _ — \ _1- _-_--- '// /,'' ,,' , �' — _ ,--� ,-' ,' /, / / __-___•o\ .' '' / / _ • • • • • • 4"I,, • `\ / t �� Q p \ ` .\ \ c� C I 7 7 n \ •` \ \ 4906.89 49 35 0 06' ° 4905.7210 0 4905.23 07100 4904.96 49052+OO \ - W -- ,--- 4887 LEEE - 488629 - - - - . \ 4907.27 490673�'\\ DATE 'e _.4884.60 4883.41 " STA:1 +63.00 i CULVERT 40A �\ o •` • �_ �i �� ■ ■ r� i — �� - �_ - 1.1% 1.4% / • �_,_-�' .----- 0+004 _ _ -2+00 - _ i 2.0% 0 2.0% 2.0 % `� 0 / 4883.29 0 d 1 +00 I -' o - o N I 4882.49 I -4 24" FES ■ ■ ■ ■ ■ /. / I NV: 4902.93 �`` 24" FES • • INV: 4901.78 ` 24" FES 4905.83 ` KEYMAP DESCRIPTION � - _ _ �• 1 - ' 4884.37 I ' . 4884.75 4884.09 0 2.0% rn � 0 2.0% M 0 __- - / 4 '/ = . N INV: 4902.96 j ► •_p 4906.03 24" FES t- • ` •�• i p 4906.15 �'� + INV: 4901.92 ,, t CULVERT 40B _ o I .` I 0.5% .\ 1.7% / ‘ ---__ ' • 4883.43 4882.21 ROADWAY NOTES: I 4882.82 - -' _ - • - -__---- -'" - '_ • • •\` I ' �t X •`` • t\ `• �� I 1 \ \ \ I 4906.31 �� ` ' ,� J o �.o% 4906 2.0% 39 J I , / �` �� • `•\ • t •t .\ • t�� `� tx �•` �•`` �� I ° - 1. ALL EXISTING BE FILLED ACCORDANCE RECOMMENDATIONS 2. ALL INTERSECTION EDGE DEPRESSIONS SHALL BE WITH OF PAVEMENT THAT ARE PROPOSED FILLED IN TO 95% COMPACTION ALL GEOTECHNICAL FOR THE PROJECT. CURB RETURN RADII ARE UNLESS OTHERWISE TO IN 20' TO THE NOTED. _ .„-4906.15 4882 . - I ' 50 _ 4882.88 0 �� 0/° _ --- - 48 82' _ 6 Ov ____--__ --'' _----'-- ____ ___,.- -- r •�� ___ -' I _,- - _ ----- _ ,-_-' _- - - ___ -- ------ 4881 I �, I •' ' .' '' ,.''' I --' -, I,' - -' ,.' I �,.'' I - - I 09 L f I NIGHTHAWK 4881.47 �, '`. / - - - 4881.19 _ I y ' DRIVE �__ - r -__-' _----' - - I - - _ _ _____ - -'' i --- / I - I __- I - -'I- I __- - & CHICKADEE WAY / _ , __''-'' _ _ _ _-_--'- _ - __---- - \ •` `�` ` `�� `•� BEGIN `� �� TO REMOVE •\ t` • • t� t` �`. �`� I ; `� TRANSITION STA:1+63.00 CROWN \ 4906.1 . \ I I ,� `� JI - `� • ` ` ` `�� 4906.75' ..l 4906.47 I I I % 1•`�• `•� ` `.`�� r. �• • • t •.� `� `-�` i� `.- LEGEND REV. NO. 414414141414141 / BEGIN TRANSITION -� _ _.' / / TO REMOVE CROWN , STA:1 +64.03 / A / // �- EXISTING PROPOSED GAS LINE SWALE/ROADSIDE DITCH CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 INTERSECTION DETAILS WELD COUNTY, COLORADO FLOWLINE SECTION PROPOSED - MATCHES TYPICAL UNLESS OTHERWISE EASEMENT NOTED / r - - - - SORA WAY & FAIRBANKS DRIVE BUNTING WAY & FAIRBANKS DRIVE IIIIIIIIII PROPOSED CULVERT/STORM SEWER - / EXISTING OIL EXISTING FO EXISTING EASEMENT & GAS SETBACK WELL COMMUNICATIONS LINE INTERSECTION INTERSECTION INTERSECTION // / / � � ;' I I 4901.07 ° 2.0% I'/ 490134 °' 2.0% 1 4901.06 \ t I �r, / � / / / / a ' / I / / / io / 4879.81 BEGIN TRANSITION TO STA:89+83.12 4880.19 X c • / / • / ` ` \ \ ` , \ A. / \/ i A \ gyp° \ \ i ' INV: 4875.25• 30" FES INV: 4875.25 CULVERT / / / / / / / 4879.41 4879.61 px°°°° .p° 9 o .0013+00 4879.91. V // ^• • � \` FAIRBANKS \ \ ,' " \ /' \ \ \ \ 4879.03 . \4879.31 p°I° .- 5010 �, 4878.95 '� \ 4879.03 p so °\° \ \\4879.19/:2 A°•\ p°I° \ 4878.81 ��•, �` .' so ,� o �'•J \ VJ♦ 91 +00 2°°I° 24B , ♦.♦� ° ` • �' ' ,e 4878.94 2� I° O c*, ' •♦ �� 1 I 4879.00 4878.91 so CULVERT 5°I° \� '` • �,�. �° i 51 I 4878.38 i 4879.41 / 4878.43 1 \ V\/ / ` 30" FES \ INV: 4875.01 \ //\ \ 30" FES \ / \ INV: 4875.01 \ • •`�` \\ • �� `'`. .`.,, DRIVE & NIGHTHAWK .',' �,. '' ,' \ \ \ 4878.56\ \ ,•x� A 4878.62 \\ • \ \ \ \ 4879.00 \ 4878.45 \ • ° \ o \ 24A 2� \ \ o 0 ,j♦A�♦ 2 4878.83 •4878.33 \ so o°,° \\ \ \ o°I° \ \\ 2 4878.71 \ \ \ \ • \ \ \ \ \\ \ • DRIVE /' i ' i �' ' ' I ' ' / t` I4900 �` �.` I I 4900.85 ,' 0 / 4900.80 /1% I BEGIN TO STA:11 I\I REMOVE +24.84 63 � TRANSITION/ I CROWN/ EXISTING WATER LINE W EXISTING OVERHEAD ELECTRIC LINES OH- EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X �t� o \ `t �� \ �� `� I �` I �` `� �t �` � 12+00 o �� I , �� ' ---1 � — — `� — — 30" FES - 4900.62 ' cc:;, 49 00.44 � I 4900.19 l_ - 81 I UNCC CALL AYOU 811 ORE DIG ` INV: 4897.25 1.6% - 1.7% f,�C■7 , • —1- 4901.43 • 4900.91 . OW � ` 4899.55 4899.05 ,� ti '' 4901.81 `� 1 ° � 2.1/0 2.1 ° /o 'o\i 4900.61 \ N ° 4899.93 ° 4899.43 1-800-922-1987 OR 0 0 0 N N 4901.29 0� r ♦ — ♦ 0J o N 1 , 0 4899.65 0 N 4899.15 • �' ® ' \ C(�—� 4901.53 � 4901.01 � � '♦ . '� ��-- i i UTILITY CENTER NOTIFICATION OF COLORADO 1.0°ro 2.3°r° ; - i /♦ 4900.36 / - - c-' 4900.25 % 4899.93 1 , A i - - o � ' - ''� ,; ,�` ,' ,� o' PELICAN _- ------- _— ,.' LAKE 4899.98 I• 4899.33 - I , t I I # DRIVE ' - 1 0.5% II ''P �� 4899.78 2.6% 4900 o o 4899.33° __ & FAIRBANKS 07 . 4899.71 BEGIN TO sTa13+5\sa i / TRANSITION REMOVE 1 I I CROWN \ DRIVE \ 30" FES 11 INV: 4891.00 t i 1 I , i , / I // I , / � i /' PRO PL '_- CHKE DATE 1/28/2025 0 30' 60' SHEET NUMBER 1" = 30' (HORIZONTAL) T3 62 OF 141 INTERSECTION INTERSECTION . , , , • ‘ \ • , • • • • I / , G\, ,,, ,, •, 0 ,,, / 4828.02 1 ' \--482.77 // � � ?�% 1 / 4825.56 2�% / 1 / / , / - , • ,,,, „.....,................,,„ _____________ , ,„,„„, ,,,......_ ......„ ,, ............ „........ , _ - I' 4840.32 / - / 4841.0j / '' I- _ _ ,. ' / ,' �' 4842.00 ' /,�'� - _ _ /.� 4843.02 ,' _�'_� -' - `,` oo /' ' _ — ' `—o ,/ r, 2 4843.75 _ - - ° 4842.27 // - /' — —' — — Bolo - / - V tJ O= 4843.28• 0 - olo I I I c� 0 ; _.--, ,_ , ,. , ,, ,, , ..„. \ ..„---r. ,, , _ _ _ _. / / 7 .., •• _ _ / // �' � �i / , � o° / °� � / _ _ _ 9° `,..1/1°4840.58 ---- __- 2 �° __-- < - ' - -� 4841.31 '' _ 4840.32 4836.80 / / o 4841.05 I' //'''VO — _ — . • / ' / / 4837.09 Y ' . \ ,-- _. ,- , , , ....... , ,,, .„ , //, \ \ \ , ' \ / // / / • , / ______ BEGIN \\ ' \ -------�----- 4843.39 _ TO p ` , \ / / / � STA:1+63.00 ` \ / c' \ < ` \ / � 4843.67 �� A / / i , CULVERT E2 / o� / ° 15" FES 4843.12 •, INV: 4840.32 , �% 4843.34 / / °\° 4842.32 ' p°\° 4842.60 v 4842.84 0 / o 0 0 °�° 4a43.22 I ' ° p\ p • XO \ 4842.32 L�>° '� / \ 1 0ff° 4842.54 / / / L• °�° 4843.01' \ \ 4842.82 O. AO ,' / / 4842.54 , / \� •90 °�o 4843.04 / O ''/ \ \ / (1, /' / \\ /� L°�� 4843.10 //' ' •\ . 4843.20 15° FES I 4842.82 INV: 4840.75 \ \ ,. 7° 1 Igo ti' \ ''-' \ 0°\° 4843.48 • ,..\:- ,I-' xp0 `\ �� 4843.59 • ----- \ 60 o�° \ \ 4843.20 i ° `1,'° \ p°�° 484387 \ \ ti� / , . z \ o ii , TRANSITION(� REMOVE CROWN . I / \ • / 1 / 4843.39 / 1 ' / / / 1 / \ 1/ \ / \ / / / I I I / / / / O / \\ E I 0 Z 0 411, < —I i.i■ LLI 4827.81 // / / 4828.02//// 2 ° / • o / \ 4825.77 `\ / v 4828.30 / W Q 0 \\ / \/ ` /0\0 v`/ ° 4827.81 / \ 4825.56 \ \ • �. � \ \, / M 1 �N KEYMAP DESCRIPTION I A. I \ \ \ .`. i ,\ xo %, \ / 4826.88 \ °\° // N /`r� o - /• 7` 4825.86 \ / o °t.\° • / / � / \ •_ , / / , , �� I '' 4844.01 �,/' / - I , , a- 4843.75 '' /�' 1 ' I , I �, ' ' -% 29 0 o ° 4843.02 �� oo / ///'' '' �/ �' / // BEGIN % TO REMOVE , I / I / /\\ \II I i I\ BEEBE DRAW /' / 4841.95 \•00 / \ \ / 4841.31 \� I \ TRANSITION CROWN STA:1+68.01 \ INV: FARMS 4841.27 ♦ , \ 01°� • • / 2� 4837.16 1 4841.63 \ I 2 1 ` \\ ' ° ' 4840.89 \ elo 2 , 0 4841.17 \ \ 1� o° \ -- '" o ' \ �° ! \\ / ,4840.67 18" FES IJoI° \ \ INV: 4837.67 2 `, �p ° O0 4840.95 \ 4840.67 2' \ \\ �'� '-�\ \v,-', .. CULVERT E1 \ \\ \Ai \.``�`�\ 18" FES V 4838.10\ � PARKWAY & EGRET ROAD ROADWAY NOTES. 1. ALL EXISTING DEPRESSIONS THAT ARE PROPOSED TO BE FILLED SHALL BE FILLED IN TO 95% COMPACTION IN ACCORDANCE WITH ALL GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. 2. ALL INTERSECTION CURB RETURN RADII ARE 20' TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. \ \ 48-, / O ``` ` \ . / / `, \ `\ , / \ 1 / \ ' \ / 4843.59 \ / \ \ / '�\ ,'' \\ \ \ _ \ \ ' / \ \ 1, \\ \ • \ \�\ \` /\/ / , 1 / \ 4823.61 O `\ ,� i • %`, ,�' \ \, \ \ i eTi. 37cpc.Do‘ ,� \ I Q v `\\•`\\ cS ` I +`\ �`v v v V off° es� • \ N `\ , e \ �r KESTREL COURT - CUL-DE-SAC LEGEND REV. NO. 11111111 EXISTING GAS LINE PROPOSED SWALE/ROADSIDE DITCH .`. 1 \ , \ .� , / \ ``� \ 1 ' `, /,1'\ EGRET ROAD & BLUE HERON STREET • — CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 CUL-DE-SAC & INTERSECTION DETAILS - EAST WELD COUNTY, COLORADO — FLOWLINE — MATCHES TYPICAL SECTION UNLESS OTHERWISE NOTED PROPOSED EASEMENT IIIIII PROPOSED CULVERT/STORM SEWER - - EXISTING EASEMENT 7/ OIL & GAS SETBACK �- EXISTING WELL FO EXISTING COMMUNICATIONS LINE INTERSECTION NORTHWEST INTERSECTION \`\ ', BEGIN \` 11 TO REMOVE ` `II TRANSITION CROWN STA:16 73.87 I \I \ I (2.0% , , '/ -------- / , \ \ ``• , \\ \I i `\ \` \ \ `\...... `` \\ \\�- `\ `, � \ , -�� \ \ ` \ \ \• `• `` \ ` ` `. ` \ `� �` `\ \` \ `\ •`\ ` \ \ `. J •`\ \\ `` `� - - I \ `, \` `. `. \ `.` ``. '` �\ \ • `\ \ \ `\\ `\\ ``\ \ - ('\\ `•\ ``\ \• ••\ `\ `\ `' i ` `\ • `\ �`\ •�`• •`• `` ``_-`. 1' \` \` `` •` \ •`\ `\ `. `\ `\ `\ `\ •\ \ ` ` \ l • ` 4841.81 ,. ` • \ 61'` • \ \ \\ \ \ \ ` \\ o `\ \ 4842.09 \ \\ \ \ ` •`, `` \ II `,• `\ •`, ` I I \ i I ' ` II I I I\ ` \• \ `\ `` ` �\ . `. • EXISTING WATER LINE ; I\ Ii 4844.22 I I • i ; 2.0% 1.4% 4844.50 0.9 ° /0 4844.23 I �/�/ EXISTING OVERHEAD ELECTRIC LINES OH— EXISTING UNDERGROUND ELECTRIC LINE E EXISTING FENCE X / - 1 o / ,� / / / _ /\\ `\ _-- i i - 14845.10 I / / I G I I 4845.30 o N 4845.16 15" FES \ `\ `_..- `\ \ , \\ •`\ `� \ ` . 1 ) \ \ ' \ 2.0% 2.0% \ 4841.81 ` • \ •i \ \\ \ \\ •` \N 100 \ \\ \s \ T• UNCC CC CALL BEFORE YOU DIG 81 1 ` \ ` \ • • , ` \ `\ `\ \ \ \ • \• \ ` , \ \ \ •\ ` 4840.81 •�\ 4841.09 4840.81 \ • I \ • •` ` ' — — — — , 4. 4845.97 o 0.9 /0 — 0 0.1% 4846.10 INV: 4843.98 / )I ' �/; \ ` i ` \ ` �� ` ` \ \ ; 2.0% 2.0% \ \ \ \ I 4/846.11 o - ^` "' ` \ ^ --. ` ` 4839.42 • \ \ o `• ` `. ` ` \\ T \ ` 4846.08 _ 4846.28 '// �� 4846.66 4846.80 o f / o f 0.9% 4846.56 0.6% N 0.5% f } N 0.5% ` 5+00 4837.07 a 4838.24 �� o c`i 4838.30 0 6+00 m \ f o 2.0% N ° N 1 4839.49\ `•\ I ` \ ` ` 6 \ a81 1_800_922_1 OR 987 ___ ____4846.35 . o N 11 o o N y1 4846.76 4846.29 0 `� 4846.94 0CI 0 4847.08 `� 2.4% 4837.34 e cwi 4837.83 \ o 4839.11 "' v v ri 4838.51 0 2.0% °' 4839.77 �oiv �0% \ . \ \` \ . '�� EGINTRANSITION ` ` ` ` ` \ 4837.07 ` TO REMOVE CROWN -��- \ \ r ��` `. �\ `/ ` \ `` \ �\\ `.. 4846.08 -18+00 ,/ 4846.67 4846.80 - �� •b — , II — - �. STA:5+23.25 \ \ ` \ ,, 4838.45 -- ` 4838.17 \ \ \ ` \ \ \ UTILITY Ni OF OT I F I COLORADO CAT I O N \ CULVERT E5 /0.8% 0.0% ``. ``\ ``` •`-. _ `` `\ ` `�` -I-'"� ` • `, \ 0p 4846.69 , I II - 1.4% � 4846.82 C° 1.0% 4846.80 15" FES INV: 4844.49 \ •`• - __, \, ,•\ 4838.17. �� •\ • ` -- ` `` �` �` \``\ .. ``�\\ _ II 4837.45 2.0°/�, 2.0% ` 4837.17 . ` N ICENTER ` ``. \` `\ \ ` ``� I`\ 4837.17 _ \\ ,\ N • `., \\ `` \`\` `` \ \ \.\`` \\`` I . •`� •` `\ N ` `\ `\ `\ \`\ ``. NN ``\ I `\ \`� ``\ `` `\ `, . \, \ `\ I `\ \.` ...` .\• ` \\• \ �,` • •. . \ \ N •••DATE `\` `\` ```• I \ 1 `...�`\ ``` .\I` `� ``� ``� KESTREL COURT & BLUE \ c • \ ` HERON 2.0% . 2.0% \`� ` ``\ o cN STREET \ `. ` ` `� . I I Il \ .\ ``.` ``.„ ., `, ` ` \ \`````\``` ` I \ `� ` '\` \ N .' . `` `. T` `.I `.� •`` `\ `. `. \ �`.` ``.` ` .`.. �, `. I `. \ 1 I i 1 `\ \ N. • \ \ / I \ 4847.78 4847.23 I I 14847.44 4848.06 y � I o ' 4847.29 I I /• PROJ PL ENG TAJ CHKE : 1/28/2025 ` \ \` BEGIN `\\ \ TO .`\ \ \ I EGRET TRANSITION-- REMOVE CROWN STA:18+99.87 ROAD I & BLUE 19+00 HERON 4847.78 \.1SHEET I STREET '' �'� 0 30' 60' NUMBER 1" = 30' (HORIZONTAL) T4 63 141 SOUTHEAST INTERSECTION INTERSECTION I I I , \ \1 ; 1 , ( Lill l'' T I \\\ 1\ 1 1 I -> I ,11 11 1 I Q / \,\\\\ \ 1 o I / I I • / / / / • • I i. / / 1 GI i \ 1 \ I \ \ \ \ \ \ \ \ 7 \ \ • \ \_ \, • \ \ ♦'5--' / 1 S 1 \ t 1 • I \ \ I \ \ \ \1 • 1 1 I ,- I I I 1 /1 / 4940 ' • • • • - ,\ \ I /, T � / 1 / I /• / / /f 'I ,/ / • /, \ \ I \ \ .- / . — — Ii - -:-r . v . / \♦ .♦ / �.• , `. • O \ N I l •,„_ I I 1 / \ I_ • \ /. • I i i \ U I TY ROAD 32, _92 \\�\, — — 1— \ �., ♦ . ‘,...\-\\,......7. — — 1 \ ..\\\. \ \ , • ','--�(\/ 1s \ .. `___-.- I' (PI 1 \ .♦ - - . 5_I -r .^-- - ' / 1 1 j/ 1 3 � N . \ r / FILING NO. 1 4 • EMM Li ♦ 1 • --_ `•\ --- • \ • F F ` \ I / `5 `. • • 1 • '1( 1 1 1 \ • \ Q \ 1 ` \• \ \ ` I I I I OZ I\ 1 `\• \ \ • I / ,,,, .." -.* — •• -.... __ s ‘. ,.........:‘ 1 ,.. — .. 1 :5.5' 5, \\ : 1 \ i \:/ • r\ • • • • • • \ / \ • \ / \ \ \\ • • • • • • `•_ ` L2 III I 1 I I 1 1 , I • • \ • • • • • \ -,• 1• \ ` ` 7 \ • elm i / • • • /J *ry 'S� /.�•�. (\♦\ \ 1 • 1•• • ` 1\\ • \\ \ • \ \ r- - •♦ \ \ • • EAST AREA EMI 100.00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW RED PHASE BLUE PHASE GREEN PHASE PURPLE PHASE YELLOW PHASE BROWN PHASE CYAN PHASE PINK PHASE GRAY PHASE ORANGE PHASE F o 120 W H W H- 0 DESCRIPTION REV. NO. 44444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO DING PLAN WELD COUNTY, COLORADO 0 400' 800' mml 1" = 400' (HORIZONTAL) PL TAJ 1/28/2025 \ SHEET NUMBER GRO 64 OF 141 II IO I Jc n X1 LIT L Lir II a w kI It ICS I 1 1 }Q 1 • • \ , / U O 4L b U - O U - O b 1• it 1 , ' F 1 1 , 1 , 1 , I , � I I X • • • I • 1 1 / / / 1 / I ' I ' I 1 I / 1 I • \ ' ♦ 1 \ \ \ ♦-\ S. 5. • ` \ ♦ ♦•\ /----S�♦• ----- - • `\ • • 1 I \ / • • 1 1 • \ • • • 1\ • • • . 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I ,' / ,' / /' / ,' / / / / / / // / / / / , , , / / / �i, / , / 1 ,' Q� / I I / / 11 / / / I , ,, , / / / I , / / / / // i ,/ 1 I / ,/ //- // '', / //, / I / / / // I / /' / , / / / / / ,/ I / / / I/ // / -,, /I I / /' / / // (� i / /,,- / / / n / I 1 , / / 0 v / / / , I / I /// // ,, / I / / / / ' 1 / / , / / / 1 I / / /' / I / / I I / / / 1 / / / / / / / • , \ , \ \ \ \ \ \ \ \ •.. \ • • `\ \\ • \ •\ ` • • `♦ S. \ \ \ �S. \ S. • • \ \ \• \ ♦ \ • ♦• •\ ` •\ \• \ \ . •\ \ ` \ •.N. • /▪ • I I / 1 \ , 1 I , / // \ ` \ I I \ I I j / / \ \ \ •\ , / /, \ \ \\ ,` \\\ \\ i I / '// // // I / , \ ` \, \ \\ `, \ \\ , 1 / 1 / 1 \ `\ \ I II / \ , \ \\ , I , I , i I \ \ I 1 I 1 `\ \ \ t 1 \\ 1 I 1 I 1 •\ \ \ • \ 1 • • `\ • • \ \ I • \ \ 1 \ I • `• • \ \ `• \ ` \ ' 1 I \ \ \ \ \ ` \ \ ., 1 I \ ♦♦ \ \ , , ` \ \• \ 1 • \ \ ,• I • • • N. • \ • \ \ ` • • \ i 1 • \ I /'. ---'� / / / / 1 / 1 1 I I 1 1 / I 1 201 / , 1 / 1 / �1: / / / J • / / 1 1 / I / / I 1 1 , / • • • \ / / `\ I I ♦ / I 1 ---- T ` r- ' ' • �_— 1 1 ,./ I / I ' 1 / / Il 1 / / / ' I I / 1 I / 1 1 I / , 1 I ' 1 \ \` • TRACT Q • \ / \ \ /-\ \ / ---- 1........../ OBI -- I_I_ I II ` • I, \ • I I I ♦ I I I \ ` I I 1 I / I L `\ I / I i U - I ' / 1 I I I I 1 I I ' ' 1 I 1 , 1 • • I ` \ \ ` \ \ \ N • \• • • \ , \ \ \ \ , , , , 1 , • • \ • • • • % •\I 1 / \ \ • \ • 1 • , • / ` • • \ ` `•1 \ \ ` •\ `• \• \ • 1 \ \ ` / \, •\\ •\\ \ \\ ', , \, \• \ `\ `\ \ r j 1 I / `• \ `, `\ `, `, \ li \ \ `\ \,I : \ ` \\ `\ `\ \ / ,/ ....\\ \yI, 1 \,.. • • • I • / / ` / / 36" FES / I • \\ ` \ `\ `\ \\ `\ \ �` `, `\ I \ I i INV:4914.00 / I • ., \ • / �, / I , , \ \\ \\ \ \ , \ \ I I 1 ` / / / / '/ i ` `\ `\ \ `\ `\ \``\ ```\ \ \ ``\\ \`\ I I i T i / / / ' / /,/ `, `, \\ `\ ` `• \ \ \\ \\` 1 I I 11 / y/%� • / 1 1 , , \ I \ \ 1 • , - I , 1 '\ `, %\ \\ \ \\ \ \ \ \ , I \ \\ \ , I / ,/ I • \ \ `\ \ \\ `\ I/ // ,' , / • `\ ♦\ `\ \ `\ •\\ \ , IX I , • 1 1 •'•II1 I J\ . \/ i /' / / -' 202 \ i I `I �' �' � - � �'� � � �/ - � Id. Ii \ / / / aftallie, II 4414081. BEGIN TRANSITION TO EX EGA EOS • • • • • \ • • • • • • • • • • • / / `, //// • / / rS -TE 7T 76 • • 36" FES INV: 4913.50 TYPE "L" RIPRAP D50=9" • • • • • • I I II I II I I I • • • • • • • • • • • / / MATCH EXISTING ELEVATIONS • • • • • / tt / I • • • • • • • • • • • • • • • • • • • • I • • ▪ • • • • • • • • • • • STRAIGHT EDGE SAWCUT MIN 2 FT FROM EXIST EDGE OF N 1"/ \‘• PAVEMENT OR AT FIRM PAVEMENT (WHICHEVER IS LARGER), / • \ REMOVE ASPHALT, MATCH EX PAVEMENT AT SAWCUT LINE. •, • N • // / „ N 21, • / / I / / / / / • • s. • • • • • • • • • • / • • • • • • • • • • • • / KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR /Oa_ PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) w O DESCRIPTION REV. NO. <4.144444 SHEET NUMBER \ \ I \ \ • • I I I I I /1 /d • 1/i / II I I I I I I I(f / • x x c1 X U I 1 ts O 2 C- L • . • • • • • • ✓ / I 1 I 1I I I 1. I 1� 1 1 LL,1 1 �--- - ( / / ' \ I / 4940 I 1 I I - I • ,/ ,� I ♦ _ / A ♦ / , • • ♦ ,/ I I 1 ♦ / ,'11, • / , • / • — _ 4935 ' -- • / •• ,/ _4930 N / 4 25 - • • • ,' I I / / 1 I / I I ,/ 1 X I I /1 I / I / / I / \ \ \ / / \ \ \ \ \ \ I Q r ILL \\ I� \ c - P 17 x� II / X X ` X I \ • + 11 • 1 1 /,, 1 • / • • 1 I TRACT Q I I I I 1 \ I \ 1 1 1 1 • • \ • • • • • 1 `• n 1 I • I I I I \ • \ • \ \ • • \ \ \ • • • S. • • • \ t9 \ �\1 1 I / /,'' 1 >li / I0,,/, ('i,/, '/ 1 / • • 1 co -01 �,- -- S IlMI - / ,• / / I '\♦ I \ 11 I ` I 1/11 I , / / I I I I• %1 / ,_---- 202I I I/ I % / '•/ I ' i ' 11 / I / // ''/ I I I 1 1 • I I ( I /' / I I 1 I/ / / / / , I I / \ ,' , j ,/ ,, •I I \I / • I / ' I \ ,' / / / I I l 1 ' , I / ,/ 1 I - • ' \ I I I • / / / / / J / 4930 4 I 1 1 1 I 1 / SEE SHEET 65 �� • • \`, / \\ i \ `I I / I ' I ; 1 t I I / ' 1 I • ' 1 I I 1 • • • • N - • . ,• ' , , • • / / / . / , ,• _ // /, // / ♦♦ �♦ /' /' ,' ♦♦ / ' / // 7 ,/ • .♦ \ / / ' ' ".•. / ' / ;/�' / / ,/'� __ ♦♦ / / / /• / ! I I I / / `\ ` / 1 / / / I / / I / ' , -. , ;I / I I I /▪ • \ ;I I I / 11221 I Il I I / I I 1 \\ \ / I I I I I ♦ • I I I \ / I I/ I I I /• I II I / I I ,__- I I I \ 1 ' I I 1 I I i / I I I \ / / I, • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • / • 41 • O , H O \ \GA II -21 ILLJ \\\‘‘•\‘‘:•‘‘, \‘‘Ix \\\ \‘‘‘ \‘‘‘ \\II\ 1\\‘‘‘ \\ 11\‘• • • • • • '" • • • • • • • • • • • • • 1 KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g L -ILL, (NI ml o z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR2 SEE SHEET 17 66 OF 141 • I I 1 ♦ •• \ • \ 1 • \ • \ 1 \ 1 • • • 1 .\ • • • • • • ♦ • • • • \ ▪ / I I \ \ \ I I \ • • 1 I O \ S. , \oo / , G • S. S. S. -7- • \ // `__�� _G \ \ • • • • S. • • • \• • ♦ • G / • • • • • • / / / • • 236 • • 1 I • I \ 1 I 1 I 1 1 1 4900 I -- \ • 4905 • • / \• •\ \1 ▪ `` ♦\ ` ` . • •S. S. / . . \ \ S. . \•\ / \_• \ ♦ ♦• \\ N` •\ \♦ \, ` `. \ / . \ \ • \ `\ `• \ \ S. S. S. S. • ♦ \ . `•S. �`M \ S. S. • --. • • • • S. • 5. • • • ♦ • N • • • • . \ • • • • • • • • • • / / / / S. II i / / • •\ / • • \ `• \ • • \ �\ • • .• • •S.• `` • • • • • ,•\ . \ • •2 -- • • • • • • • I / - -. • `• ♦ • ` • • • • • • • • • • • • • • • • • I • • • / i▪ t • • • • • • • • • • • • / 11 • • • • • • • • • • • • • • • • • • • I I , 1 S. N. `• • • I • • • • • • • •\‘‘‘‘\\‘‘‘‘‘‘‘‘\:‘‘‘ \ \ \ :C.)\ \ 1 1 • . `.•" / •` ` ` ` \ I \ \I \ \ \ \ •♦ / 1 1 / 1 `\ • I / •\ \ I \ I 1 \ \ \ • re I . - \ 11 l 1 • I\ FILING !Ic)i \ // /'/' - ; .�• • \ , I \ • .....1 • ♦ I / I ♦� . ' ' / , ` • / / \• \ I \ \ • . ♦ • \ ♦ / II Ii Ii , • / / / / // • •. -'• • \ ♦` S. \ S. .. S. \` /`` / / 1` �/ / /I /1' ,/ / �. \ • / . `• `• / I I ♦ , / / / / / --► S. S. `•` `•` / \ / �/ /, // / • • •\ ♦• •... • /. /• / �I ♦• I 0 / `. ` \ \ \ / . ./ / /-- / \ \ `♦ \ .♦ S. `. • `\` `\ ,/' / // `, \ \ ♦ \ , ` `• `� \ • `\/I \ ♦♦ , / ,� / /. \� \ TYPE "M" BURIED RIPRAP - i \ y / • / �,'� ' `� D50=12" . / , ▪ ` • \ / \ �, \I 1 . \ . `. \ `♦ • \ \ / \ ♦ . S. • \ \•• .• ♦ . / /\ `• ♦ S. 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NO. 44444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL) g z ELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR5 SEE SHEET 75 69 OF 141 I I+• • • • 1 \ • I\ \I \ I, 1 • .`• \ 1 1' It • • • • • • \ \ I I' \ \ 1 1 1 1 1 • • N • • • 1 • • • • • • • \ • • • • • • • • \ I • \ \ 1 \ • • • • • • • • 1 1 1 \ • • • • • • • • • • \• / /• • // J • • • • • \ \ \ • • • • \ • • • • • \• • • • • • \ • I • • \ I \ I • \ \ \ 1 \ 1 \ , \ I \ / 1 / ♦ \ `\ \ `• ` \ 1 \ `• `• \ ` \ � • `I I' / \ .\ \ ,/ 5,. �` / `/ �! / ,/ ♦_- `\` \ , \ `• \ 1 \ • • • \ •1 1 • \ I \ 1 • • \ 1 \ I \ • • • \ \ • • \\• \\ `\ \ \\ ♦ \\• \\ 11• \ \` `` .\•,` \ \ \\•\\ \ \ \ • \\ \` \ \ \ \ \ `` \ ♦ `\ \ `\ `I `1 I ` \ \ I I I \ \ \ I I \ I `\ `\ `\ 1 \ \ `\ I\ � \ \ ♦ \ • `\ \`• I \` \\ / `\ `\ \ \• •\ \ \• \ • • I 1 \\ \ \• \ N \` •\ I •I \ `\ ♦ \ • \ `\ `, \ I \ \ • \ \ 1 \ \ • ... `\ \ `, ` `\ I \ \`• \` •` N •`\ \\ `\ 1\ \ •, t ik„,. \• • • • • • • \• \ • • • • \• • • \ 1 ,I `\\ \ ♦ • \ ♦\ \ \• \ \ a \\ `` r--- `\ `\ ` ` `\ `\ /`\ \ `v I ` ` '5_ `, A `v ` `v i// ` V • • • • 1 \ `,` ,•' •,,_-, '\ •\•\ `•`‘‘•\:\/‘\'` ` • • • • 1 - ,1 `• `• `• \\ \`•``• \• \ ` \` ` 1 ` \\•\•\ \\•\\ ` ♦\ \ \\•\ \` ..\ N 1 1 \ \\ \\ \\ `\ \\ `\ \\ \ \ \\ S. \• • ` N. \• \• \ `, \ `\ •\ \`� \\ `, `\ \ • \\ `\ I \\ ( • \ `\ \ `\ `\ S! `• \ \\ `\ i \ • \ \ I I I N `\ \\ \\ \` d'�O \` \` \\ \ \ \• ♦ \ \ \ \ • \ \ \ ` 1 N \ \ •\ \ :1\ \ ` \• I • • \ \\\ • \`• \\`1\ ``\\`\`I \ \\` \• `+ \`\ • \ N I• \ \ \ `\ `\ `\ `\ I 8s \ • `\ `\ `\ \ I ` `• \ `\ -C , \ r •\ \ • \ I Cl'\ • `\ \` N • 1 1 \. • \ II \ \ {\\ I \ • \ \ \ \\ • \ \\ I I 1 \ \ \ \ • \ `\ ` '--i`• ` ` ` `\ \\ `\ ` `• N ` 1 1 I • \\ • I \ I \\ \ \ ‘2\‘‘‘ \\ \ \ I \ \ . \ 1 1 • \\ \ \ 1 \\ • \\ +\ \I•\ \ \ • ...,1/4 \ \ I • 1 I • I • • • \ I • \ • • • \ • • I `I • \ \ \ \ I \ \ \ \ \ \• \ \•\\ i I 1 1 , , , I\ \ \ \ I I I •I \\ \I \ \♦ 1 ; ; 1 I I \ I \ \I \ `I �• `\ ` \\\\ ` + I I 1 1 1 `\ \\ \\ I\ \ `\ `I `\ `\ \` •‘•\\•' I ; I. \ \ 1 \`‘ \ . • \ . \ \ \ \ • 1 1 \ I \ \ \ \ \ `, \ ` \ + `\ `\ \ 1 I , I \\ I \ `\ \` \ \ \' \ \ ` \` •, \• `. - \ vI 1 1 \I \ \ \ `\ \ \ `\ `\ `\ `\ \ `'\ ``\ ``,� \ \,+ I 1 • 1 1• •\ I \ \ 2•.‘‘• 1\''' \ • \\`I\\\ \\\\‘••:N\ \\`\\• �\`\1 • • • \\�`` `I 1 II \ \ '1 ``\ \ `\ `\ `\ • • I\ \ • `\ \\ `; '1 I It 1 1 I \\ / I 1 `I \ `I \` \ \`•\` \ :I...4,...,1/4 ' \ `I 1 I 1 I I 1 I 1 1 1 I • \` , 1 / 1 1 11 I• \• \\ I II • \ I 1 I I �� 1 �--F , 1 •, 1 \-` // / / I I \ • `\ \ ` \ `\ \ ` I I I 1 I / / / I 1 ♦ \ \ \ \ I •I I 1 I 1 ♦ /' / / / • \ ` `\ \ \ `\ \ ` `\ \\ 1 I I• `\ I I ` -/ / / ! \ \ \ \ \ I • \ \ I I \ • I I > �� I •I I \ '/ /• / / 4855 ' 1• •I I i 1 I i `\ :: \ - • • • • \ \ • • \ • • \ ------ \\ \• \ \• ` •• ` ,` .\ ,` ,\` \`�-_- / / / \ 1 \ 1• 1 • II \ \\ \`` \ �` ‘: \` \• ` \ \\\ • \` \ 111 • • • `\ `• \ `\ • `\ \ ``/ / , I 1 1 \ •\•\ \\\\\‘‘ \ \ \ ` \ `\ \ \ 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • N • • • • • • • • • • • • • • • • • / • • • • / • • / • / / • • • • • • • • • • • • • • • • N • • • • • • • / / • / / / / N • / I I/ / II • • • • • • / • • • • / • • • • I • I • / I • • / • / • • / • • • \� \ \ \ \ \ \ \ \ -- \\ -/ I / / , 1 1 1 / / \ \ \ \ \•\ \ 1 II t. • • • • • • • N • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • v. • • • • • • • • • • • • • • • • • • • N • • / / / • / • / • • / • / / I I I / • I / I / / • • • / • • • • • / • • / • •\• \ \ \ • • • \ / / I I / \ / • • • • • • • • • • • • • • • • • • • • • • • • • / I I / N I • • • • I / • • • \•\ \ \ 1 / • • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • • • • • II I I • / • • • • I / I 1\i,/ / • • / • • • / • • / • / • • - L. / • / / • • • I • • • • • / • • • • • / N \ \ \ S. • ♦• •• _I I I • • • • • • N • • N • • • • • • • • • • • • • • • • / • • - • I I I / I • • I • I • / • I • • • • \` \\ N \` ♦\ \\ ,\ N \\•, \• • ` `\\ \ , I , I 1 I \\ \ \\ • \ 1\ • I • \\ • • • • • • • • • • • • • • • • • • • I I • I I I I I I • I / • I • • • • • I • I • • • r / ♦•, ♦\ \ \ \ •♦ ♦ • \ ♦ ` \ I I 1 I 1I I I \ \ I • • •• • • • • • N • • • • • • • • • • • • • • • • • • • • • / I I I I / / I I • N I / I I I I 1 • I I I • / • • / • • • • • I I • • I • • • / • t• \ I I • • / • • • • • • • • • • • • • • • • • M N. \`�\_ \ `\ \ - \ I 1 \ \ \ \ � ` \ • / • / • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • N • • • / • • • / • • • • • • I / • / I / I • • I • • • • • I I • • • • / • / +-- N - -FILING NO. 1 `\ '``I II • • • I / • • ( / • / I • • 1 \-= \ `'` `• \ �\ `\ `. '`, N \• • `\ • `\ // I \+ ' 1 \I \•' \ S. \+ `. / • • • • • • • • • • • • • • • • • • N • • • / I I I I I I ( I• • • • • I I I I I I • • • / • I • • I II / • • \ I • I I 1I• \ • • • • • • • II • il • • N • • • • • N • • • • N • • • / li Cb / / I I I I I I I I I • • • • • I I I • • • f\\ N , \ • • • ` \ N \ • ♦ \ \ \ \ I \ \ I \ I \• •• • • • • • • N • • • • • • • • • • / / I • / • / • • / • • • • • • • \\\ ` ♦ ♦ N `• `•` `•/ I I I \•\ I • • • • • • • • • • • • • • • • • • / / • / • • / N • I I / / / / • • • I • • • • • I I • • • • • \N \\ ♦•.••\ • • • • • • I ll I I • `\ / `\\ ` \ \ `\\• • `,• \I\\• / / • • +\ I `\ `\ \ `I ` `\ `� N \\‘,..v. `w� • ` ` N \ • • \ ___I . I • • • •`\ `♦ ` `\ ` `♦ 1 `\ N I\ II \ \ \ \ \ 1 \ •♦\ , \ \ \ \ / \ •• ' \• \• • • • / • \•\• ` \ \ `‘` \ \ 1 \ • ``/ • \I I • \ \•\• , \ / • \ • \ ` \ ❑` \ \ •\ • • •\ \ \ / / `\ \\ `\\ \ `\\ ` ` .. `\` `•`, 'I\ ``\ \\ `\ N `\ ``\ ` ♦ /' \`\ �'" • • • N • \•\• N \ \` - \\ \ • • \ \/ \• • • / \ `• I \ \• • I' ` ,' \ N \\ `\ `\ `\ ` `\ N ` I I ' ` `> I `\ \ • • • • II 1,\ •/ / • , • ,• •\ `\ • `•`• • N • •• •` •` • \•\ `\ , , I • / •• • • • • • • N • • / • • • • • v•v I- ‘-' ..,‘ / 7 :--N \ • • •• • • • • • • • • ii / i \•• \ \• \ \� \♦ • \ N I \ ` `\ / • /I • • • • • • ) \ \ N r • • \ • N \ • \• - J • • I I • I • • • • • / \ - \ 1 I • 1 I \\N.1 \`\ \ `\ / A j I I I 1 I\ `\ ....... / / 1 1 I :::-.-----•--.4.„.V • • I'I\ X 1 G • I I '\ N. // II i I I I \ `\ `\` / I I I 1 \ I J I� 11 ' `` ` \ \ - _ _ - / I I I I 1 1 I Q�QS ``�` \`` - / I \� c , ��,`, _1/; � I I I I �o "' • 11 I \ ♦ \ \\•\ \ I I I \ • \ \• \ \ `` `` \ \ •-t��\ `\ III \ \ \ \ \ • 1 1 \ I • \ I \ ,` N \ \ `I \ \ \ \ :\•\ •\ ` ` \ • \ • • \ I / / r 4850 \\ N TRACT I- 4850 I - , \ 4845 m. 4-`0" • • • • • • 80 0 1 \ \ 1 1 1 1 1 1 / II • 4840 N N • • • • • • • • • • GI • • \ \ I \ I \ \ 4835_ _ _ I I I /I I ------------------------------------------------------------------------------------------ -------- 1 \ 1 / N I •`, 1 \ . I I I I I G \\ G \1 G G • • • G G G G - �l KEYMAP 100.00 1 00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP El 40 VI Ct Lij DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO fL)g WI gZzE Lu 0_ u_ 0 WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR6 70 OF 141 I\ 1 • \ I \ 1 \ 1 1 1 I \` \\ N 1/4 \ ` ` \ •\ \ \ \ \ 1\ \ \ \ I. \ \ \ \ 1 \ 1 \ I ` S. ` C3\ I 1 \ \ \ \ ` N \ 1 \ \ \ \ \ \ \ \ \ ` `� \ \ \ \ \ \ ` `\ \ \ `\ \\ `\ `\ • \ \ \ \ \ \ \ `X• `X `X .5• `\ \ \. `� `x \ \ \ .`// / EX X. N.• • • • N • • -X \ X:\X•N\ \\X ‘ X ‘ X ‘X • • \ `\ `\ \\ `\ `\ ` \ \\ \\ `\ \\ \\ \\ \ `\ `\ \\ `\ \ ` _ `\• \\ `:‘‘\ \ `\ `\ `\ `\ \ _ _ _ • • X. N ♦ \ \ \ \ \ \ I \ \ \ \ 1 \ \ ` \ ` \ N N N 1 \ \ \ \ 1 \ \ \ \ \ \ \ \ I \ \ \ ♦ \ \ \ ` \ ♦ �` Q N \ \ \ \ \ \ \\ \ \ \ \ \ \ \ X3O I I 5. \\ i \ `\ \\ `\ \\ \ \\ `\ \\ \\ \ 1. \\ \ X\ \ `\ X‘ \ \ `\ \\ \\ `♦ _ , \ `. � `\ `\ `\ N `\ �`� �`� - ‘) / \ \ X. \ • \ I `\ \ `\ ` `\ \ \ \ ` `\ \\ \ \ \ \ \\ `\ \\ `. `\ `\ ` �� \ `\ I \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ `. \ \ `\ \ \ \ ` / \ \ \ \ 1 \ \ \ ` \ • \ \ .� \• \ ` \ \ \� / \ `\ ` I I I 1 i \ \\ ` \ \ \‘‘\ ` �` `\ `\ `\ \` \ �` `.♦ • / I `\ \ ` 1 1 1 I \ \ I \ \ \ `•,,,....\ \ \ \ N. ` •\ ` 1 I I I \ \ I 1 \ \ \ \ \\ \ `\ \ \ \ \ `\ `\ / I 1 I 1 \ I 1 1 \ \ X. \ \ \ \_ ` ` ` ` \ \ \ \ \ \ I I 1 \ I 1 \ \ \ \ \ \ \ ` \ \ ` I I 1 1 1 1 1 I \ \ \ \ \ \ \ \ \ \ \ 1 1 \ I \ \ \ \ ♦ • • - - �` ` \ \ \ / I I I 1 1 1 I 1 t 1 1 \ \ •`\ _ _ _ _ `\ `\ \ `\ ` \ 1 1 I \ ‘ \ \ \ • / 1 1 \ // I Co 1 1 I \ \ \ \ \ \ ` \ I/ 1 1 C.3l 1 I 1 1 \ \\ \\ `\ \ \ `\ `\ \ \ `\ I 1 1 CJl 1 I I I I \ \ `'S \ \ \ \ \ \ \ \ /\ \ \ • • I I • I I I I I I I / I I I I / I I I I I I I O / 1 I I ,/ / I I I / i I I I I I I 1 ' I I I I ' % I I I 1 1 I 1 ' I 1 1 I `\ \` `` \\ \ 1 I 1 I I I 1 \ ` I \ I I I I I I I 1 / / I I I , I I , , 1 // I I I 1 I I I / I 1I / I / • • • \ `\ S. - \ \ \ \ \• • \ \ \ N \ `• `• \ ` S. `\ N. \ 1 • •` 1 / / 7 _ ,.------ / / / / 4850 i / / I / / I / I / / / / / / ,-____ / / / / N -I /, / / / r -- / • `5 • ` • `♦• ` ♦` ♦\ ♦` •\ ♦♦ / ` \• �` �`, • ♦ __♦• ,♦ sx_�` •\ . • ` `� \ ' • 5. \, \• . \ ` \ ' \ `\ `\ \ N.• \ ` • / --\ / `\ \, \ ♦, 1 • • S. • • • • • / • • • \ ` \ \ ` • • ♦ `• • . . •\ \ • • , X X• / `\ I \ `\ ``♦ N / \ \` ♦` i \ \ ..� `♦� • IAI�• \ . _ • • • -------- Fi ` RETENTION POND 4 SEE SHEET 116 e �G 1 ---------------- TRACT 1------------------------------ 1 F \ G G • G G • / / I I 1 1 I I I 1 1 I 1 I I , 1 I I I I I I 1 I I I I I I \ I / \ I I ' I / I ' I C ' I I 1 I \ / / I 1 1 \ ` / I I I I \ I I I 1 \ I / / I I \ \ �I / ' I \', �/ i i l \\\Vv I i i \ /` / i \ / / / / / N N N N --------------- • / • • • • 5. • • I • N X. 5 • • X. X. X. I I I I I I -- I I I / I / • • • • • • '4. VF-IITIII'--- -:-ITLI---Tittaig 4840 z _i--- - - • I tit • X. 11111 It II IIII, ill II I ill II I II I II I II I II 1 II II I II III i III I I Ill li II I II II I III III III III I It • • • • • • • • • • • • • • • G = 4840 23 \ t • • • • N • • I itI I • 5. s. • N • • • • • • • I • • • 60' KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR / 700 z/ PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR / / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT FO OH OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g LJ w z WELD COUNTY, COLORADO 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR7 71 141 • I • G O CO • \ (9 (9 / (9 O \ \ 1 1 1 I • II II l0 l0 J O C9 O' LLI 1 ;IuI: �' 7 7 I , 7 O ,- I /',/ 1 I 1 XI • 1 , 1 OI /f 111 / CD O LL 1II 1 (9 I 4 1 1 b I 1 / 1 / I / I / I / IO IVr l0 ILL I, I, I , I , O1 ICI- I • 0y LL O LL I 112 1 X I I I' \ / • \ // /•_ / / G f G / \ / \ • 1 1 \ I I'I \ I I I `\ Q I I 1 I I` \` I C4 1 I• 1I , N I I I♦I I , I I CO \ I. 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V \ `\ `\ V \ \ `\ `\ `\ \ `\ \ \\ `\ \ \\ \ \ `\ `\ \ \ \ •\ V I + \ \ \ • \ \ \\ \•\ `\ \ 1 \ \ • \ \\ \• 1 `•` `` \ `\ `\ `• \ \ `\ `\ `\• \ \• \ • \ \ \ • • • / \ \• •\ \ \ \\•:V. \ \V V\• / / SEE SHEET 68 r,- , , -,- - - - - \--• , ,-,- - - - - - -•- - , , - - - - -, -, -, -, - -, - , . , „ , - - - , - - - - - -- . . .., , , N Ix , ,t , 77 . , , , \ „ \ „ „ . , ..,, ,, ____ / \ /7 ,,,/ i % % , 7 % , \ . .. , N ,, , . i , ,...„ ., ., ,,,.\ N , , ; % , i i ___,_ . , % % , , . , \ , . , .., ____ „, N N 7 , ,-- \ , , _ , , , , , % l __ , , , ,, --___ ,, ,_ , ,_. ...., ..„ . , ..._ ______„. , , , ,/ ; , , , , ,,, .,_ ______ ___ ,- ,... .,) ,-/ F--- --,„ . ,,‘ ,_ . / I. , I -'TRACT K. _ • 0.5%�. _ • • • • • 4895 ' '• I 1 I • • • • • • S. • • S. • • S. • • • __ 4895 • • i N 93 S. • • • • • S. S. O \ - J '-�,---- \`._ \\ `tom\ 1 �1 `\ `\\ `I \\ I II I 1'/ `♦` `\ \\\ o \\ \\ \'1 • I \ \ \ , , • •\ 89 \ I I 1 , 1 \ \ 1 I %• • • • • (21 / \ / TRACTc I • • • • • • • / / 4900 / • • • • • • • • • • • • • / It / • • • • • • • • • • / 2\\,‘:\\‘‘• • • • \• ,,170 -• --- I I 1 I IN \\‘‘•\ \ • I N• • \` \`\\``\ \ S. `'` ``\---``, `\ \ • \ \ I\ \ I% \ \\ t'• • S.• ( v • \.' 11 I / • / / / /` ♦ / / / / / I I / / I 1 / / I I I / / 1 / , / / \ I I • •\ S. \ S. • • �• • • • • \ \ S. _ --♦ 1 I \ ._ \ - •• \ S. S.S. `♦ • I- • \ I \ \ 1 \ I i 1 1 1 / I / / / r / / / / / / / / ' / ' '' ' / / -,/ // / / , �.- ,/ / / 1 1 \ I I ,/' I I \ I I 1 / I I I I I / I I I \ I I • I \ I 1 1 \ I \ 1 \ N. ` 1 1 \ 1 I I S. \\ 1 • I \\ \ S. I I 1 I I \ I I \ • ` \ N S. S. I I, II II S. I S. �I I 'I 'I I I I I ,; 1 � I I I 11 X151 1 , 1 ,. I I I I I /1 / I 1 I / \ \ I I \\\ \ \ \ • \ , 1 \ \ \ \ \ V A , I \ 1 I \ \ \ 1 1 1\ 1 1 1 I I \ sl _-_ ::---.--------//// _49\ \i\ . ` \• ` • � / \ �♦ ` _ ---- _ _ - -- \` I � • • • , 9 \, \ , .` • — — / / '-------- —tea ., :::":,\II:1‘,::1::\,%.,\\\:1\\‘`1:I:,\`‘,1\\:::\%\ ,/ `, • - _ �__ 1.69----_-___ ____\\ 1 1\G) I • / / II `� `-- - -'- / �j / / N. \ I 1 ,\ \ ��I �. �V.--'• ' /�ii / \ • • ` �\--_\` / \ I 1 I 1 1 1 ill 111 \ ' / / • • • I / 4915]-- ••••'' y\` - \\ `\ I \ I \ 1 • 1 1 `\ X. \\\ \\ I /' mm SEE SHEET 78 • \ 1 \ 1 1 1 1 I 1 • • • • • • I • • • • • • • • • • • • • • • / I• • / • • • • • • • / / / I I I I I I • / II 1 : I \ / / , I:I\ ,,‘ i , • • • • • • • • • • • • • • • • • • • • • • • • • ILTJ KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FC EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DESCRIPTION I REV. NO. 4141414141414141 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR10 74 141 100.00 700 / / �OO / FO W OH X o�oc000�QQocoQoco OOOOO 0 OO�O��O� o�o�ooc�onoo��0000' o�00000OOOOOOO�OO KEYMAP LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) W I- 0 DESCRIPTION I REV. NO. 44444444 O Z H )g z Z w Q CV zzO� z U Q Z RUO z�Jp� w o_ u_ O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GRII 75 141 Of /X L1/ /I • OI / 9 / / --T X 1O ' I � / / / • • i 6 • / • • IO I0I x F-= • S. • \ \ • ♦ I \ \ • • • • • • S. • • • • • • • • ♦ `. • • •—\ ` • / • • • • \ • S. - S. • • • • • • S. N • ..5 .• • - • . • . 5.• ♦ ` • • • • �`. / / . • • • \is: s' .... s .... _____ .1 • • • / • / / / / • .` • • • • • • • • • • • • • • • • • • • • • • • • • • • • • G • • • • • • • • • • • \ • • • • • • • • • • • • • • • • • 01 ILO • • • • • • 29 • • • • • • • • • • • • \ 28 • -. ,♦ `` • `�`. �`. \ • • `. . \ —\ `� ♦ \ i \ ••` • • \ • • .` ♦` \\ •N `♦ • S. ♦ 'p ' •\ \ • • • 5. • • V. • . -• — • 1 \ - �• . • `• . ♦ •\ ♦ ♦ \ \ \ \ \ • •♦ ♦ \ • \\• X • • \ • s\ 1 ............ \ ,• . \ ♦ .\ \♦ •\ •\ 270.0 • • 1 • I I • \ 1 \ \ I •♦ ♦. `\ \ \ \ • `\ \\ \ I \ , \ ♦`\ `•`♦ ♦ \\ •\♦ \\ `\ `1 I `I 1 \ I \♦ ♦\\ \• \ \\\ \ \` \\ \ \` \ I1 ,, 1 1 1 1 • \ \ \ \ \ \ `\ \ \ 1 1 1 \ I 1 I \ \ \ \ \ \ \ 1 1 \ I , _ \ •\ \ \ \ \ I 1 1 I ' / \♦ \ 1 •\ \ \ \ I I 1 I / / . \ \ \ \ , \ , I I 1 , 1 I ; ; I 1 I 1 \ \ 1 , \ I , I ; I 1 `, 1 ; `, ; I \ 1 I 1 / \ I 1 \ 1 , I \\ 1 `\ \ \ 1 26 `, I / \ I I , , 1 I 1 , 1 1 / / / • • / • • • • • / / .' • • • TRACT • • • • • =I\ 4.6\ \ ..„ • • • • • • • • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I tit • • SEE SHEET 72 • • • • • • • • • • • • • • • • • • • • 5. 5. • • • • • • • I • • / I I I / / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RETENTION POND S1 SEE SHEET 118 • • • • • • • • H . ..--""--< • \ ---- ---- --\-7- ---- • / / • 1%1 • • N. • • • 5. / / / / / // / / I ' ..."... --'''..... • • • • • • • • • • • • • • • • • • • • / / / / / / / / / / - • / / I I It • • • • • • • 1 II I • I I / I I • • • • • • • • • 4920 TYPE "M" BURIED RIPRAP , D50=12" v ---G A • • • • • • • • • • • • • • • • • • • • • • • • • / / / / / / / / / / / / / / / / / / • / • / KEYMAP 100 00 700 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w O DESCRIPTION REV. NO. .144444.1<1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' mml 1" = 60' (HORIZONTAL) 0 Li.' R0(9h. WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER GR12 SEE SHEET 80 76 141 100.00 700 / / �OO / I KEYMAP LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE o�oc000�QQocoQoco OOOOO 0 OO�O��O� o�o�ooc�onoo��0000' o�00000OOOOOOO�OO NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) DATE DESCRIPTION I REV. NO. 44444444 O Z H )g z Z w Q CV zzO� z U Q Z RUO z�Jp� w o_ u_ O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR13 77 141 4915 / _ _ _ / / / -- \ / • \• \` \ \ \ \ \ \ \166,,. \• \\ �N / \ `\ \♦ \ \. \. ` \ \ I • \ • ` \ I`\ \`, \`, N `\ I \\ \ \\\\ \\ \ • ‘• ‘• `�• N \ \ \ \ ......... \ \ \•s. `\ \` `\ \ \ \ `\ `\ \ \ `\ \ `• ••••••‘\• \ `\ N. •• \` �`\ \ \ •\ \•\ • \`\•\` \•\\•\`• \` \` \\` \ \ \• V\• ‘ `• N\ `\\ \ • \• N. \ `• \\ \ N. \• \ \•\ S. ` I I I I I II \ • • • \ • 492 0 / • • / // / / • / // / / , / /• ./ // //- / //� //• •, ,/ / / / /' •/ ,/ // / / - / ./ .••-- ,/ r ,/ ' / / I /''''�/ // �� / 1 I • / / / l 1 / ,/ / / / I / / , / 1 I 1 / / / // \ r / • \ I I / / I / I , I I I \ / \ / \ 1 I I • \ • MI, Mp • Y ` • \ \ • \ I _ _ 1 I 1 ` \ I 11 \ \ \ \ \ \• •\ \\`\ \ \• \ •\ •I 1 \ \ I 1 `\` \ \♦ I 11 \ '\ \ 1\ \ \ \ \ \\ \\ \ \ 1 \ • \ \ \ \ `♦ ♦ \ \ 1 I 1 \ •.\ �\ \ \` ♦ \ \ \ \ 1 \ \ \ • • \ • • \ \ `\ \ / ` • \ I ` --- N / _ \s. • `\ \ \\ \ •\ / _ \\ `\\ — \ `\ \` _ -- - \ \ •.. -' • \ \ \\ `. --__ • • . \• •\ . . \ • .\ \ \ \ `� \ ♦ • \ \ \ \ \ \\•-\ \ \ \ \ \ ♦ \ \ • \ \ \ \ \ ` `. \\\ \'\ \ \ \ \ \\ \ \\ \ \ \ \ I 1 I \ \ I I I I 1 , \ 1 \ 1 I I I I I I I I I I / / I / / I I I I / / I I I ;•/ / I I /I / ii / ,/ I I I I l / / / / 5 , 1 I / I / / / I I I I / 1 / I / I i 1 I 1 I / / / I I I r 1 I / I 0) I I I I I 1 / / / / /• 1 I - I I 1 I 1 / / / / I / I I I / / I 1/ / I / l / - I 1 / // / l , l , O I / i / / / 1 1 / , I 1 / / / _ _\ 1 \\ / / / / , / / / / / I //. / / / , / / / I I / I / , a`\ / / / / / / / / / / / / / / /-\ `\ / / / / / I / / /� / // \\•(j1 `\ I / / / / / 1 / / "J / 1 //, / / / / I I i 1 N I , t/ \- / I / / 1 , I / ` / / S. / / / / I ; , \ / / / / / / / / I I 1 �\/ / / / / / I I / `\ /\\ /tpi / , / \ / / / / / / \ / \ • / II \ 1 \ \ \ ` I \ L9 \ 1 \ \ �\ ----"\ •\ ` ` \ O \ \ `\ \ \ \ \ .• \ \ \ • \ \• • `\ \ ` \ `\ \\ \`\ \` \` \ • • • \• \\`\ \`\ 1 s8, \• ` \ \ \ • • • • ` \ ♦ \ \ I `\\\ \ \ \ \ \ \ \\ I` \ • \\ \ `. •\ • ` ` \ \ • Il‘ \• -_ \\. _ • \ - _ ♦ \ I I / / I / 1 I I / I 1 / / I I / / 1 I / / , / im m • \----- • I I I / r / / ,/_\ / ,/ ` ' - - - -- -1 • • / • , • / • / • • • • • • • • • • • • • • • • • • • MI.11.11I‘ .1\7 I • • • SEE SHEET 74 • • • • • • • / TRACT L • • / • miNt m• / - • • • 24" FES INV: 4902.32 • • • • • • • • • • • • • • • • • / • • • /1 11 5 • • 1 • I • • • • 171 KEYMAP 100.00 FC OH LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g z gzzz WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR14 SEE SHEET 82 78 141 • I ♦ 1`• • • I \• • I / / • ...I .1 N. \ / 5197 // ' O \ / ' S. / ' /\.. \ / ,' `. \ / / \ / , - / •/, / 1 / ` / \ / \ / \ / • / • / I e 1/ / / I / / / �' / /'QjO / Ni,,, / / / I / / / / / / / / / / , / / / ' I / / / / / / / / / / / / / / , / / / / / / / / / // / / / / / / , II / / / \� 1 / / / / / / / 9 ,/ // // I / / / / / / / / / 1I �/ �///�// / Ii /,/ ,/ / /' / -\ , ; /, /;,/ // / , • / / /', /,, , / / /, /�'; x';154 /' ,; 1/ /�///�/��//// / TO / ///// ///'/ / / �� / , / / / // / / , I // / I// I I I i / / / / / / I 1 1 I, , 1 I I 1 I I I I 1 I I ` I I I I \ I • ` 1 I \ 1 • V 1 ` \1 , , 1 1 1 I 1 ' I I \ • 1 1 \ \ \ 1 I \ / I It I 1'/ / 1 / I 1 % \ 1 / 1 I I ` I 1 I \ \ 1 I 1 \ I 1 ' I 1 I I I V I I 1 I I I %,, I 1 I I ` • • `\ \ I 1I I 1 `• \ V 1 \\ ; 155 I ' I / I I I I I I , �1 I I i i �I ,I ; I / '/ / / // / / / / // I ' / / / , / / / ,' /I / / , / , /' / / / /' / / , i / / , / / T I �' / '/ // '' ' / I I U)17----7-2---7-7---7/// / , I '' / '' I II I / ,, //W ' ' '/ ' W/ / / ''' ' -' / '' / / '/ ' '' 0 U) /92 ' / ' ' / / / // I I / / , ,/ / , / I. W' W / I I I I 156 I I I I l I I I I / /' // , 1 • • V \ \ \ \ `\ • ` V, \• ` ` YG .\ \ \ \ • I I / / / / / / / I , 1 • • • 4920 / • -mo-1-,--\\:-\\7:::47\9::‘\\\‘‘‘‘\\:\ ''920--' - \\ 1 `, \\ `` `4 \ `•`\ ` ‘I:: • 1 1 ` \ I I / \ \ \ • \ `I `1 ` \ % \ \ ` ` `• 1 1 I 1 I / / \ \ `\ ` • I 1 / / 1 \ \\ , , I 1 ' V " I ; / / / I I I III I I 1 1 1 1 ` \\ ` \\ I -' le 3 ' 1 I II: II I/ I\, \\ \ \\`193\ \\,\`\\`,\\\ \ ''' \ \ \•• • `\ `\ • `\ \ \ 1 I 1 • ` ` • Q \ \ • V. .3 \ I I I \ \ \ \ 1 • • \ `\ `, \ • `\ `• • `• \ \ • • ` • \ • \ • • • `\ Q `I ` \ •\\ \ `\ \\ \ \\ \ `` `\ •\\• \\ \ `\ •\` `` •\• \ •\• ` `• \ • • • • \ • S. • • • \ `• • \ ` `\ `� \ \ • \ \ \ • • ` • \ \\ \` \ \` \` \ •\ \ `\ •• \ \` \``\` • \ \ \ • •`\ `• •`, •\ `\ • • \ 1 \ \ \ , • •, • \ • \ \ \ \\ \ \• `\ `\ ` \ ` `\ ` •\ \ \ • ` `• ` • \• + • \ \ • \ \ ` \ I I I I I I L • \ ` \ \• • `•\ I \ • `• , ‘%• \ \ \ \ • \ , • •, \ \ \ `\ T / I \ N �•,/ / l V `. \ S. N• ` / V `\ • \ _/ / I • `\ \ / / , •\••` \ 1 / N / I �\ • \ I /I / I `\ \I I - - ,- /- - - M. M. / SEE SHEET 75 1` / .� / / ' .■P-'- -,- \� `■■IN i_\ � T - - I • • • '',- -- _ / ---- -. `` I 1 / `1 \ • `\ `. V. `. / / 1 I \ • `� _- -- / / / / \-,/ // • \ 1 ,' 9 / INV: 4905.34 I/ ' \ \ \ TYPE "VL" RIPRAP D6" ; • ` `\ 50- Lp=4', W=2', D=1' J / • • • • • • • N • • • • • • V: • • N • • • • • • • • • • • • • 2 2 ...1\• V\ V% \ • • \\ VV\ \\.\\•:‘•:\:\ \\.\\‘‘:\t\,.1.,2•‘\\\ •‘ • • • • • • • • • • • • • 135 • • • • 1 • V I I ( • / • / • / / • • • • 3-7 co • • • VVV\VVVV \V \ • (7\ EVVE,r,t\,.\\\\\% \\ 7%1.17 I I\ \ 1: / /,. ... ' •/ • / ' ; II 1% t I\ II 11; 111 \I\ \+\ \ \+\ `\\ \\` 11\ / / / / I / I I ` 11111:1111 1 I \ ` \ I ' / / / /' / // / / \ \ `% '1-•->1 1 1 // / ' / / / / I ; , \ ,CO1'\ 55...___,.3.--- 3/ , // I / / i , 1 1(31X l 1 / / 1 / I / ' ` ` 1 .' - / / , / / I / / I 1 1 S. / / // / / / / I I + •• '- -- V. / I / I I / I I 1 \ / ,• I I I .i I I I I I I / , 1 / ,', / I I I / ' \ I• %, / / II I I 1V/ / / I \ / / / / / I I 1 • \ I \ /' I/ / / / V , j \ / / // / / , I / 1 / / / I / / Ii , 1 / 1 1 / /// I , , I • 11 ``\ / ( 1 S. • ` \ • / • 1 \ ``• ` \ • \I \ • • ` \ ••• `.` • V \ \ \ \ • ` `\ \. \ \ -`.� `.. \• \ `. V•\c_o `\ \ \ V\ \ • \ 133 3 ` `•2•\\•,\N • • \ . \ \ ` S. . 1 \ \ `\` ``\\`• '` N \`` `` S. '`\ \\:.::: \` I \ `\` `� `\ `\` N ``.` �`� `\` \\ \ `♦ I / .' I . \ • `\ `V \ l97s . `• .. `\ N / / / `\ \ `\ ` ` `\ — • `\ \ \ / / I 1 I \ \ ` \\ S. \ `N ‘, `. 1 \ 1 I ` % `- \ \ ` ' / ' 1 ..' , Q� `\ \ -.S •\ \ `\ \ \ \ \ . \ ♦ \\ ` �O \ ` `• `\ is` `. .` \ \ •` -_-.\ \ \ \ \` \ \ `s. • / ` •• ♦ \ \ N .\ I .` ♦ / ` /' -. \ \ ` \ \ 1 ` `\ '' 5 • ` • ` \ I ` \ —� ♦ \ •` \ \ / `, // V ` •; \`.♦ \ / N / I `-- �„ ./ \\ `\ / / 1.-.‘ , . \ \ / / 1 I • • • // I \`, /r'' \\ , ' '—' f— Ti— 11:1 :=1— /-- -- 4915 ----iiii=1 • / \ .`` \` ( , ` / 1 • • • , . . 2 2, , • `� TRACT 1• ` N.....................' -49/____ i' --''-- RETENTION �9/S• _, POND W3 _ -__• • • ` = • •••....... SEE SHEET 11 __• `;;.;:.`.�9;,;...::.....1'1.7.'.--...--"s••=-1...---------=---:_. 117 I�� - . `, ; _,.....N.- -_-• __ • • • • • I I I , • \I I \\ 1 `I •\ `\ I I 1 I V ' ' I N '`• •-�--'• ' / i I \ / I - • / / y /I:, • I + /--- . :___--1:, /' \\ \ 1 ‘, ':.._ • 126\ \ 1 ` I ` V - I \` • '\ / / \•\`•\ I \ \ \ 1 1 1 \ \ 1 \ \ 1 \ `\ `- - - - - -' / `\ `I I I\ 1 ` \` \I \ 1`\ ``•• '` I I / ' 3, •• `\ I I I (1 \,`, \`\, 11 11\ \ \`, \`\ 11 `I - -. V I1 ' - ` / / , I 1 I 1 V V I \ V , ,, ,I • S. \ / ` ` • \ \ \ • 11 I \\ • 3//// I I II I /I 1 I \ I I , + 1 //II/3-- ,-- . • • •- / / I , N \ 1 OHO i i I / /' i1 it / \ \ '` `_ i / I J I I I 1 I \ , I �`\ I •\ / / / \\ •\ J / / I / r I 1 1 1 yr - ` 1 • / • `\ \ / S.•`. ` `•• I / S. / • \ \ \ \ \ \ / S. . • • •`♦I I `. \ `\ `\ // •'`` `\ '`\ \ / •\` 1I 1 / \ \ \ \ \ / • \ \ 1 11 I / \ \ \ \ \ \ `-` \•\ \ ) I I I / \ \ \ \ \ ♦ \ I I I 1 / \ \ \ •`` • `\ / II I I/ 1 `. 1 •` \ 1 • •` • \ • • \ I \ \ I \ • • • • \ • ` • • / •/ I I 44 ' 1 // / / / 1 / / / / \ CJ1 • • , I j / ; `• `• / I / ' \ \ `\ `\ / I / I I \ , • / I 1 I I \ / 1 I 1 \ \ I 1 \ \ • ' • \ \• / 1 V \ N. `-• - • • // J KEYMAP 100.00 1 00 / / \/OO_ / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FG EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE �o°o°000°o°o°o°o°o' o o 00000000000000 o�oyoc�on000000' I0//I /o°o. (0)<g o° NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 60' 120' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 60' (HORIZONTAL) El Ct wc4 DESCRIPTION I REV. NO. 44444444 0 fL)g WI (NI ml z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR15 SEE SHEET 83 79 141 / x LI 0)I 11 II Il l 111 III 1 1 I 1 I I O ILL H � W 'I co zI -I I W Q IY a W W W co IC) ILL; 11 1 I I I 1 I I I I 1 >kI O ,�I O X O CJXi / I � I O I!L • N of i I i i A i • I 1 . 1 / • ` • `` • • • • • • S. ` • S. • • • • \ ♦ • --- \ • .• • - • • .• N --/ , / / 7/ N / ♦ \ ♦ \ \ ♦ . . / / / / / SEE SHEET 76 - -- - ■� �I- T - r �! �■■' `\ `' --- '' I I ; I I I I I, ,-7 \ 1 1 1 1 \ 1 \ 1 I I I I 1 I I i I \ I / I \ I / \ I I I \ I I I 1 I I I 1 I I I 1 I I / I I 1 I I I I I X. I 1 1 \ I I 1 I 1 ` I I \ I \ I 1 1 \ I I I ' / 1 I I I I 1 I I I 1 1 I \ \ I I \ \ II 1 1 \ 1 1 , \ I \ 1 1 \ I I 1 I 1 I I I 1 \ \ I 1 I I \ I I 1 1 ` 1 I ` I \ , I \ I \ I 1 1 I , 1 1 \ \ I , \ I I , \ \ \ 1 I , 1 \ \ 1 1 I 1 \ I I 1 1 \ \ 1 1 I \ \ 1 \ 1 1 I 1 \ , 1 \ X. 1 \ 1 \ 1 , 1 \ / 1 \ I , I \ \ 1 \ 1 I 1 + / 1 \ \ \ I I \ I / 1 1I \ I I i 11 \ I 1 \ \ I , 1 I 1 \ \ l , \ / / / TRACT B / I ' 1 I 1 I 1 / 1 / \ - I I , S. I I I I I ; I I I I I 1 I I I 1 I , I I 1 I __- I I 1 ----'-/I I -/ I % I I `I I '/I \ 1I '1 11 \` '\ 1 1 , , I I I 1 I , I I , 1 I / - I I I 1 I \ I \ I I 1 1 1 / , / 1 , , I I , 1 \ I 1 / , / / I 1 1 \ 1 1 1 1 1 1 I / r....... / I I 1 I I I I I I 1 1 I / I / I I 1 1 1 , 1 1 1 I / I / I I I I \ ` I I 22 1 1 - _ - _ _ _ - - - - - / 1 / I I I I I I I I 1 // I I I / IO I I I 1 ` , I I I I I rl` I I , <O 1 \ _ `� \ I I I 1 I 1 1 1 CA \ ♦ •♦ i 1 I I I d` I I I -J'S 1 \=, I \ I \ I i I I I I I 1 I I ' I I / I I I I II \ -i I 1 4940 I-, `\ `\ I I ----c `, \ `\ 1+`` ``\ ``, I\ `+` \`, `I 'lI +\ `I I 1`I '1 \ 1 18" F E S °t.7JV / \+ ^`,\ \\ `\\ '\+ A. `,+ \ `\` `,\ `\\ `\\ \ I\\ +\\ '\` `\\ \ +,` `,` ` \ `+ i INV: 4927.93 1 1 \I` I \ `, I '\ `\ \ •; + `\ `+ \ \ `, `\ \ ` ', TYPE "VL" RIPRAP ``\ `\` I \ I 1 I \\ `\ `, \I\ \ `\ `\ `\ `+ \ \` 21 ``\ `\\ \\ ; Lp=6', W=3', D=1' 1 I ' \ \ ` \ `\ `\ `\ \ `` `J \ / / I I \ , \ \\ ` I I I \ J ,` g 1. I \ \ \ \ \ \ I , 1 1 \ , \ 1 • • • • • • • • • • / I I I I I I I I I I I I I 1 I I X : I \ 1\ ‘ A\ \ X : I.:\ \\ \\ \ \X: 1. I �, �,. .` - _. I I 1 I I I I I \ \\ , I, \ \ \ ` `\ `\ \ ` • \ `\ \ \ I\ .`. - - - I / I I I \ It `\ I+` \ \\ `,\ \\ \` \ I\` +\` I ` \`` \ I I I \ ♦ • \ / I I I 1 `\ ` \ I \ \ • \ \ \ / -- / / I I I / I I 12� , \ \ , \ 1 , , ` \ / /I// / I / I I ` ` ` \ \ / I / / \ \ \ \ \ / / I / / I 1 / I \\ `\ A ` \, `� `� A ` \ / / / / I I. I I \ \ / ' / / / I \ 1 \ `\ 30" FES ` i / / / I 1 \I `\ ` INV: 4924.78 \ l / I / / I I I 1 \ / I / / / ; I I 1 \`\\ ` I. / / ' \A \ / / I , \ •••• �' / I / / / / I 1 \ `` \ `\ \ •••• I / / / / 1 ` \ ♦ ' / / 1 \ \ \ \ / \ / , / , , / I I . ` \ - - - / / I 7 I / I I \ \ , \ // / / I I / I I \ \ \ e/ / I I / / I I \ \ / I/ c ♦ I I / I ♦\\ /' / / / / / / / 3• ` \ / / / / / / Q \ \ / / \ --,-- / / / / / /� A \ ,' / / / I 1 I - - / \ \ / I I / / , \ / / / I I / / / / I / I I / -' / I I -/ / / I I I / // ) I I / ' / I I I , , I I I /, / / / I I / / I I I I // ,/ I I // �,' f I \ / / I I \ ♦ // ,, / / I I 1 S. / / /9 I I `. /I 1 I ` / / / I 1 1 `. / • \ \ .- / ,' • / I 1 \ . / / 1 `\ 1 \ S. / \ \ , \ / / , I I \ ` I• ` I / `\ `\♦ I / d' \ 1 / \ ` 18.. 1 / ♦ `, `. I /I ` . ` , 1 I I `.`• ` \ ---�\ I I I I 1 l I `• ` . \ I I I \ 1 \ II ' \ \```` / `\ \ 1 ♦. / 1 \ I ` / I I \ I . / • • • • • • • • • • • • • • • I I / / / / / / / / / / I / I I I / I / / mi / MJI / I I I I 18" FES IA - I I I • • • • • tV ZI • • • • • • • I • • • • • • • • • • • 7 ,, 7--- ,_ , Ico , , Lij • • • • • • \ • ..... • A • • • • • • • • • X. • • • • • 519 • • • • • • • • • • • KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / -7(7O EXISTING MAJOR CONTOUR / EXISTING MINOR CONTOUR FO OH DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g w 4 z R000 WELD COUNTY, COLORADO 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR16 SEE SHEET 84 80 141 100.00 / 7OO_ I FO W OH E X o�oc000�QQocoQoco OOOOO 0 OO�O��O� o�o�ooc�onoo��0000' o�00000OOOOOOO�OO KEYMAP LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) W I- 0 DESCRIPTION I REV. NO. 44444444 O Z H )g z Z w Q CV zzO� z U Q Z RUO z�Jp� w o_ u_ O WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR17 81 141 �\ w w / W i00 w / / 0 D� / / / / II / / SEE SHEET 78 5- - T - - -\- - - - - - - - - - - - - I - - - 1 S. •\ • \ \ \ \ \ \ \ \\ �� - \ \ `, \ •`\\ \\• • 1 '•\ \\ \ \\\ `\ `\ •`��,-- - 4920 \A, ---- • t i l l I ; I I I l \\• - - G - _ G I I ' 1 I 1 / 1 I 1 I 1 ♦\ '..., I/b i i i i 1 - -- / - ----- CO -X I I I I II / 1 1 \ / ;� 4915 _-_--- - -. >`- - - -:: -- - , / I / I I 1 I \ i G, `� \ 1 I ` �,\��\ I 1 \ \ \ '\ •\ - , • ' - _ - - - - \ - •_ \I\ 197_ - -- 70' -196,,- - •• • • • \ N. ♦`♦♦ \`\\ •``\` `\\\ O `\\ \\\ `\\ `\\ \ \\\ .5.,\\\ '' 1 - _--______--\ -``-_ --_'/ / / / •/ // /'' i • `\` N.\ \ `\ • \``\ O • `\ \\ \\ \ \ \\ \`\ - - _- \ \ --------- __S... `\\ / I / / /// N\`\ N ♦` • • •`• ` •S. • \\ `\ `\ `\ \ - ��-\ \ - --- I \ ♦ / I I / S. \ Q '` • `` `\ \ \ \ ` N. - V`T `♦ / / % I I / / • ` \ \ ` \ .... 57 �� ``-__ '-- -/ / / -♦• \`♦ \\ ` \\\ \\\ \ \\ \`\ �` - _ \ Os / ; /, 5` \ ♦• • `• \`• • 4900 • \ - / / \♦ �` INV: 4886.16 - - / ,' • \ - - 30" FES `\• _ `\ \� 4895 - - - 4893.79 �-- `-- 4890 _ - - `• T 1� '- -- - / `•2.0% \ . 0.5% `` �� - - - 4900 / • 1 1 / / .... ----, / I 1 1 / I / 1 1 I I I I 1 I I I / /- 1 I I I / I I I I I I I 1 I I I % 1 I I 1 I / 1 1 1 I I I /. I I 1 I I I / 1 I I I I I / I1 I I I I I / 1 I 1 I I I 1 \ 1 I I / / I \ I I I I I \ \ I I I I I \ I I I I I I I 1 1 ' I I 1 I I 1 I I I I I I \ I 1/I I 1 I \ 1 / I I \ I I ` / / I I I I 1 I / I 1 I I I \ / / 1 I 1 \ I 1 I / • • I • • • • ) \• • \• ••- • \• `• \ \ • \ • • \• 1 I• ▪ -` `I • • • \\ \ • • • \ \\•\ `\ • `\ • \ `\ d• • 'ds ` \ -• \• \• I I I / • •• \ . 1` �99_• ` / •\ I •♦ \% \ \ \ \ 1 \`\\\\ • • -`\ I \\ \\ 1\ \ \\ \\ • \\ \\ • ,\ 1 I. • „ - '`\ \ • \ ♦ `♦ \• • • • • •1 \ \ \ \ \\ \ \\ / - ' - ♦ \ \ ., •\ \ • \•\ •\ \ •\ • \ \ \ 1 / N. ♦• \ \ •1 \ \ •1 \ \\ / `\\ `\ `. `\ 80 `\ I ` ` 1 \ \ \ / S. S. ♦ \ \ \ \ I \ • / \ / S. \ • \ • • _ i 1 N. \ \ \ •` I \ • \ \ `• \ ♦ I\ \ \ \ / / \ ♦\ `♦ `\ \ \ \\ \I • \ `\ \ I / \ \• 1 ` \ I \ \ \ \ a\ `. , 1 \ \ \\ \ \ I \ S. \, l ; \ `\ ♦\ \ ` 1 \ \ \ \\ \ S. • S. ; I \ I \ I `\ \ `\• \ • 1 1 \ S. / \ \ ` • / I I \ 1 I \ \ \• _. ♦ \ , \ • • .\ \ \ \ • , X \ \ -.\ I \\ • \\ \ , \ \ \ \ ` • \ J I I I \ `• ` \ME \ - - N • • • S. S. S. S. • • \♦ • • ▪ • • • \ • • • • • \ \ \ • -`. 4885 • S. • • • ♦ S. S. S. • S. \\ ..___ 98 • • • • • • • • • I I.01 !H\ 1 co 0 • • • • S. • • • • • • • • • • • • • • • • • • • MIN \ X X X \A I I I I • • • 194, I • • • • • -55 I • • • • • • • • • N 490'5 • • 4900 • • 95 • • • • • • I mw mfm KEYMAP 100.00 / II II LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) 0 fL)g z R000 WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR18 SEE SHEET 86 82 141 \ ♦ \ I\ \\ \` , I \. \♦\ \ \ `\ \\ \ ` \ O cot Q \ \ \ \ ` \ \ /- ♦ X. ♦ \ \ \ \ ♦ \ ♦ \ • • \ • N• ♦ • • • \ O) • \ ♦ ♦ \ 4905 4905 MEADOWLARK LANE` I' I I I I I I I /' 1 , /- //- / S. S. \--- \ S. `•`\ \ / \`---- 4895 � / I' / / / / - / / /- / ,, -- , / / ' / ------ 4880- I----, ---- 4880 ___- ,- / I. - - - - - - ♦ / / 4895 / I I I I_L /, _ / \ 489 4890 - - 4885 \ \ ♦ \ �S. 7 __- - / \ /......._, N • • / \ \ / _,---- - \ / \\ / / - I 1 / ....."-..........% _ \ J I / / \ , / / / ' '• \ / / \ \ / / /' ii,..1.__------, i \\ '/ I /•-.........' '' • 130 ,- MI IMI • • ME SEE SHEET 79 • • • I / • • t • F, 2 \\\ ‘ \\ \\ ,‘ \ „, "•, \-.. 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S. \\ \ \ S.S. . \\ `.` \ ` `_____ \ , -- _- / / / / /' '/- ,/ _-'- / / // / / • / / , / • , / ,- \ ` \ 120,, \ .� / / - / / / / / ,:,./..,"; ;,/,"';,.........,...."-:„‘ / / - -- �� 122 / �-- /' ,121 ... \ `. \`•`. •`\__` _--_ --_-- __ ___.:,, '/ ,, ,, ,, / /, -, /' / - / • •,„ :, „I, .,„,/ / i/ / / /' / / 4880 \ ---,. ::::::71 - ............... /•"'.._ , /' ,- / /' /' , /' /' / / /' / / / / I / / / --- / // --- --.": --- - _ ___.,- _."- _-- . 1 _".. - s- - - / / / / / / / , ----_ / ' ``` -- -- - - - - - - - - ' ' `` - /".„„--"l„,-"„,-",-"„./ / / , I / / •/ // ,/ ',/ / i //- '-/ - - ..--- ,-- .---- ,„ '/_/ /,/ - _ S. . \ _-__- _-.119-- ,._--`_____________.... __ - �/- ��`_ , ,/ / / //',--/,/- -,/ ,/ ,,/ / / // , / / / / / - / / / ' '7-_.4 /' -/ -- f ' ;:i/ ' ' / - __-___-_-_�____-_-_____ -- ''• -' „-- / -' _-'' ' O -' / 4885 - ��- / �.- 4875 - - - ------ - - - - _ ------------------ / \ - -' ABA,/' +-- - 4880 - ---- - - / _ '' '- z bcbb __. ______ ------- ---- _ __ ----- f,___,/ - �\� ----- \ - fie- / 7I. / �� , 4865 — ,__----- - \ ; I \\ \ \ 1 / r / 1 24" FES INV: 4903.25 \ MEADOWLARK WAY , 41.14- ••• • • • • KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FC EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP Lc - DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 fL)g cx z R000 WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR19 SEE SHEET 87 83 141 • • • • $ II 1 1 I i5...... ` ` I ; c2... Xn d • /I /I 1 / 2' / 1 ` / I _.' • %'4 O Lu ;; W ' I (D • _• \ /I / X • 1� I ILL '' 1 I I I \ p \Ov ' \ 1i S. x; I 1 \ . \ / `. 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I 1 I I / I / '-- I r i ' i I I I/ //////....---- /...."....•-• I I I I I / I I / / / I' I I / / r I /,- '---''" -_ I I I I I 1 / / , - 1 I I I 1 I I / / ,/ -- �. I / I I I I I I / I i / / ,- ,� 1 / // I I i 1 I I I / / // \ I / / / 1 I I , 1 I / / , �``_ \ I I I' I I I I / / '-- �` I I I , I , I I / / , 1 l I I I / / I I I I I i I I I I l I I / /' ' '' II I I I I , ; , 1/ // /' , ' -/ ---- `�. / , 1 I I / - .' / I I i I' I ' / /' 12 / I I I I // I / / / I 1 ' I 15 / / , 1 , / SEE SHEET 80 TM I I I / I it / II / / / / I • • • • it I I I / / / / - / • • • • it • • • I I / I I 10 • • • • N. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / / • • • • , N...., :\ '5N:5\s., \ \\ / 5. • • • • • • .... s ' .. . . . • ‘........... • N :: \N‘‘. s..... s. S...... ..... ' 2: ..ss.....1'.....‘NNN..........:N......... 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KEYMAP 100.00 100 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 z ROOci oo_u_o WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR20 SEE SHEET 88 84 141 N .♦\ \, • \ ` \ _ \ • \ �• .♦ •♦♦ \ •\ \• ♦• ♦ \ • \ \ \ 53\ \ `\ ` \ \ 1 ♦ \ ' \, `♦ \ \ 1 SEE SHEET 81 ♦♦ \• `........ ."•., ``�� _ 1 / / ��i / 1 /-Y- --- / / ,- ---- --.- ♦ \ -/ Ch 1 / l I I 1� 1 / , I / / // /,-- / I / / / ♦ \ 1 1 1 I I \ / , - -,' I i / / / •/ / `�� \ ,' % I \I0\ \ -' 1;/ ;/,/ / ,/' / /I •/ / \� �.�i \ 1` \\ I \ \\ I I 1 ,'/ ,' ,' / / / / --�� • / \\\\\\ \ �j/ , , / \ \♦ ♦ \ \ `�` \ - -7 \ �\', �� / / //' / //' ,/ / // • , / , j / I `\ `\ \ i 1 \1 \\ `, ^ `I 1 I , / / / �� / /' , // /' \ • I \\ 'TIN'RACT F I I / ,// /-' ` 492 I 1 1 \\ \�• ' / I 1 \\ \\ 1 1 I1 1 I I / / ' %" / ''/ / \\\ / 1 I \� \ , \ \ II 1 I // / / / / 1 11'~ \` ♦\., \ ,I II i 1 1 I I 1 /' /' I / \x I\ \\ O \` i ' I I i I ; / 11 ,1 '\ . \`\ -♦ \I l , /' \ Fie 1 1 I' 1 i / / I I \� I}� i I\ III 1 1 / �I V O 1- /; 1 1 1 1 / 1 I , `\ / ! / I I , I •�S , I I / i-, ,,/ III i i / 1 I / I I 1 / --... , , 11 I I i I I I I I I I I I / / , I % l / 1 I I , / I 1 I 11 I / I / I , 1 1 / / / I I I I 1 I I / / / / I / 1 I I 1 1 / r\40( / / / I I I 1 1 1 1 �/ / / 1 , I I / I 1 1 1 i I / I I A (�,V / / / I I 11 I I I I I i II I I I �v) / / 1 /l ;I , 1 1 I I / l / 1 / i I I 1 I , / / / I I 1 1 1 l 1 1, I 1 1 , I i �..,.. l / i / / /' O / 1 , 1 / 1 1 1 1 / 1 i t 1 / I 1 1 1 1 \f / ' // ' /'' /' o7 / // 1 /1(,�l I1 / jI 1 / /I I 1 1 / 1 II II �1 I / I 1 I I I \ _ / , / / / / / /• / / , / 0� / I / l� I 1 1 49 / ; I f 1 ---/ //, I, I // 1 O 1 1 1 1 I1.-0 I/ /VIC: II I/ ,,‘ - ♦\ �' �' �, �/ l \ _ " • ,/' ,'' //,/ /''�' �' /� ' �/ �i it i' i i' r i 00 /1 /I/I 1: / / I / I I / , ,/ / // / / / I I 1 \ A ♦ -'' /' ▪ /' / /' / / , / , / / / / / / / / / / ------ - , - / \ 571 ,-- • / / / , • , • / / • , / / I • \ \ ` V ` •` `` } \ I \ \ `\ ♦ `\ \ 1 \ ♦ \ \ ' \ \• ` ♦•\ \ \ \ ♦♦ `• \ \ \ • `• `` \ ` ` • • \ ♦•\ \ ♦♦ \♦ • w ♦♦ \ . `♦ ` \\ \ `♦ `♦_ ♦, `\ \ \ ♦ _-• \ \\ 62 \ ` ` \ ` \\ -. ` ` `♦ _ \ ♦ ♦ \ \ _`. ♦ \ \ \♦ \ `. \ \ w i<- . DESCRIPTION I REV. NO. aaaaaaaa SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE I I I I I I I I col uj160 LLI II COI W WI I` \ \ �Mr IMF �� MIEr • / ` II \ ♦ ---- •-i I ♦ , `\ 5' `I \. I I 1 `\ ` ♦♦ \ \ \„,. I `\ `\ ♦ \ \ \ I ) I I ` 1 ` ` ♦ I I I 1` N `\\ , I 1 , •) , \ ♦ I ,• ' 1 \ \ \ I `• • `• \ 1 \ • \ \ \ -• ' / \ I `I \ `\ \ •N \ \• \ I • 1• • `♦ \ ` , \ I 1 1 \ N • \ , 1 \ \ `♦ I \ \ 1 \ \• • \ 1 ♦ I •5_ 1 I \ `` �\ `,` I 1 I ♦ \ ` 81 ` \ . 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NO. 441444444 O ;,)g z WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR22 86 141 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE DATE DESCRIPTION I REV. 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A ,• . • \ \ • • • • • • N`\ •1 1 / / / ii I I • ♦ -- • • •....„ • • • •_ ` \ `♦ ``. •.♦ \ - • `•1 I \ • N. . , _ • • • • / • • / \ \ I I I ' ' I `` • • • ``• • • •• • • ` • _ • • • • • • • • • • • • • • • • • • • • KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR / ,/ EXISTING MAJOR CONTOUR / 707- EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. <4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO mmi 0 iu2g ROC9E WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER G R24 88 141 \ I I //I 11 11 J uN9' col F- w w w 'w^ 1 V J I1 r _ • N rn �� _ _ - _ _ r _ _ _ - .' 30" FES / INV: 4897.25 I 4905 CULVERT 40A CULVERT 40B� •` \ �^ `\ 24" FES \ INV: 4902.96 II I'll I 24" FES INV: 4902.93 TYPE "VL" RIPRAP / D50=9" Lp=25', W=11', D=1.5' 24" FES / INV: 4901.78 24" FES INV: 4901.92 • I .-- 'I / O) / / It/ 1 / / I '- /, 1 ' I I '- , I / I L. /, 1 I , ' ,' ,' , / / / , / / , , ,' ,/ ,r / I/ / / I / / / , , / , / / , , / I I / / I I I I , I ' I I / I .'-_ '� I , 1 ` '' 1 ' /' \ I 1 / 1 I ,',- / / II .' , / '/ 36" FES I -'' INV: 4893.64 I ,' ,,' 1 / , I \ .- - I ' /' / I / ' / I i / / 36" FES It I / / INV: 4893.64 I I I / / I I I I / I 1 I I 1 I / 1 ' ' / 1 ' , I 1 I I \• 11' I 11 I' I 1 , \ / / • I 1 \ I 1 / 1 1 I \ \ I 4/ \ 1 , • \ ' 1 ' I / 1 ' \ ' N i ' 1 , \ \/ \ N \` \ 1 ` ♦ 1 \ ♦ ` \ , \ 1 \ ` ` 1 \ • \ ♦ \ • \ • \ ``• ` `` `\ ``` \ I\ \ I `` `\ ` \ \ \ I \ • \ I A V • A • \ I ` \ `• \ `� \ '\ \` \ . \ `\ ' 1 N\ `• `` `\ \ \ • \ • • ` • • TRACT B \ \ \` \ \ \`` 1` 1 ` \` \\ ` I\ . • ``. \ \ \\ \ SEE SHEET 85 I - - - I I - .M -•5- T \ \ I ` `\ \♦ \ 1 \ \• 1 \ • • • \• , \• 1 • \ \ FAIRBANKS DRIVE H _C)Hi -Oki k R - r ` i-__-.."--)z,_71:115--- / / / / ',i G-- G / G G ,' G G \ Grtr\ G I / \• `I • 1 11 G. G G G G G G G'- \ / , .` .` \\ \ / /' \ \ I ` `.• `.'S \ / ,• \ \ ` // \ • \ / • \• \ \N. \ \ I \ \• • \ \ \ ' \ \ ♦ \ \ /' • \ \ \ / 57. I� I\ \ • • N \ \ • •' \. • \ •`\ \ \• • \ \ • . \`• \• \• •\ I `. r ♦ \ S. \ • • \ \ `\ `\ \ \ ` • `� `\ `. `\ `\ \ \ \. `\ \ •. • `\ �• `• ` `� •\ ...``� ``\ •``\ 9O \ s \• \ ♦' • \ •\ \1` \`` •``` \•```•\`•\` \`` \\ -•` • • \ \ \ \ \ `\ \ •`\ • •\ \ \ `\ s.\ �` ` `\ `�•\ S. • \� '9 •`\ `� S. `\ \ `\ \ \ • ♦• ♦ . \ ' \` I• • • • • • • • • - • • `\‘'....*".\ `� \ • • • \ \•\ ♦` \` • • `\ \ `•` 1.---....\ `\• •\• \• \ \ \•\ \ ` `• •• \ ♦ • •\\ •\ �` \ ` `♦ \ ♦ 1 `. \ \ `\ -• • \• • • • N \ •' ♦ ' \' I -- I I 30" FES P. INV: 4891.00 36" FES INV: 4889.00 TYPE "L" RIPRAP D50=9" Lp=30', W=16', D=1.5' \I 36" FES INV: 4889.00 \ L 1 1 • • • 1 • N.\ \ \ 1 I \ \ it TYPE "M" BURIED RIPRAP \ D50=12" \I • 1• \ \ \ - \ \ 4890 N • • 1 I \ \ I '1 \ , 1 \ I , 1 \� -----------1/--: �\ \` \` \ `I ' -------------- `. ` \ ``. 1 I 1 ```\ \:IAI\'�, 1 `1 \ 1 \ ��• .-\ \� '. ‘:12':\\\\ \ • • • \ / �` 11:1‘ �` \ / / 1 `�` `\ \ `•. ` •11 `\ / \ ........ • 1 \ `� `�"� \ 1s..._ — _ `i I \ N ' • ` \ • `� .• \\ I \ • \ \ \ \ \ — • • N • I 1 / - \ \ `\ I \ • 1 '. • \• ` ` 1 I — . \ '\ \ / I I --- -- - -` \`` �` \` \` \ `• N 1 • I I I \ \ • \ \ 1 , \ `1 -• \ 1 / / / ' ,' / \` '\ \ N •l '• , 1 '\ / , / I \ \ \ \ ,•` I • • i• / / / / \ I `� \ 1 \ 11 I \I • / 1 \ \ \ \• • • • / -, / ,, 1 1 I 1 \ 1 1\ I 1 / / • \ 1 \ \ N \ 11 I 1 ,, 1 \ \ •` ‘• ‘• \ 1 1 / / ' -1 1 I\ 1 `\ `\ \ \ 11 1 ,,'' / ' -' I 11 \ \ • `\ \\ \\ 1 1 1 1 / 1 1 \ 1 1 I / I , l 1 • ' ' 1 1 1 I \•1 /1 I ' I ' \ ``• " `I 1\ 1 I I\ / I \ \ 1 1 1 \ \ I \ \� \ .. / 1 1 1 I I \ • \ • — - - N. — — — — \ %1 \ 1 \ 1 ' 1 1 • ` `. 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J OUNTY ROAD 32====------------- _�-__+�-�u� "/ � �,� =_ ____- (SEE SEPARATE PLAN SET) ul `------- .`\ �/ ,% / / /� i, /t. / i /, '' / //b' •, ' G \ G G G _ G G I G I / / / / I I ' I , / I I I , 1 \ — / , / / / I / I I ' I I I / G G G G G G G G -;G= • �� G( I I GI' I 1 G 11 1 '\ G \ G /1G Gt G \• 1 G G \ G G G G\ G \ .` '� , .\� ``I G \ ,� I O I 1' ` • ``I \ \I \ `` \I 1I ' `� '---� \ `, 1 ' 1 I I II I 1 I \ \ \ \ ,'/ \ \ I , I I \ I 1 I 1 1 \ \ • I I , , / ' I I / / / / / I 1 ` 1 \ / / / )I I I I 1 I I • `` \ \`1 ' 1• '•' / 0 / / / / / ' I I I f `' `' \ I\� b(C)I°1 / / // I I I I 1I• I \ -N ``� ``. - - / ' / / / / / I / I I I I I I 1 I • ` �9O•` `,/, / // / / 1 I I I I ` '` s .. / / ,/ /' / ,' / / / 1 I 11 1` `\ \• `N.. \ - `. /' / / / // / / I / 1 1 \ 1 1 \ ' ' / I 1 I '\ \ ``�`•_- /'� /� / / / / 0� / I i I `\ •` \ 1 \ \ \ ---- .'' - I / ,' / ' ' ' �� I I I I � ♦ `\ •` 1 \ \ `�` -'' `\ I / /'-/ / /' / I I I • '` 1J\ \ \ 1 I, • I / / / I I • 1\ \ ` ``` , -' / / ,-- . 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NO. *1*1*1*1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 Z ~)gZ w zz00 Z U Q Z RUZO zJ� W So_ u_ O WELD COUNTY, COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) PROJ PL ENG : TAJ CHKC DATE 1/28/2025 SHEET NUMBER GR25 89 141 `\ II / I I 1 , \I \ • \ I 1 1 1 •r • \ / p \ A FAIRBANKS DRIVE: I I I • • • • • • • •. • 02 • • • / \ I I 1 1 \ • \ •• \ . • ♦ \ \ \ S. \ • \• \ \` `•` \ `. • \• \ . ♦ `• • \ \ • ` \ \ `\ `• `\ \ ` \ \ \ \ ` \ \ ` \ • ` \ ♦�` ` • �, `,• \ \ \ • I • ` , \ \ 1 \ \ I \ \ A \ 'l ♦ ` \ \ `\ \ \ \ • \ \\ • \ \ 103 ♦ I. 4890 • • • 1 _ I I I \ / I I I I /\\ I I I / I 1 \ I I •. I \ I ( I I \ 1 I I \ I 1 I / 1 \ I t I I I \ ` I • •\ \•\ I I•I 1 \ ` • 1 ` \, , \ \ \ \• \ • , 1 I \ \ I I \ ` \ I \ \ \ \ \ \ \ \ I 1 `� `\ \ •I \ •\\ • \\ •I_ 1 •\ . `� \ \ •\• \ ♦ • \ •1 \ ` \ \� , 1 \ \ ♦ .• ' \•\ ` \ \ \`• `` `` tit \\ `` \ • • /'�� \ ♦ \ 1 V J \ `•`• .\ \ `\ `\ `♦\ \1 `\ \\ \ \`\ ��\ \ \ \\ ♦ I , \ \ `. I I \ \ \♦ \ I \ \ ` HWI \• __ I \ \ ♦� . , 11 \ ♦ / , S. \ WI. CO I • I I I I • • • S. • • • • • 1 1 I I 1 1 1 \ 1 1 • 4890 • •` X' X X -`------ I 1 / / • ♦ . \ \ \ • \ \ \ \ \ \ \ • / X • • • • • • \ \ \ \ \ • • • \ • ` \ \ ` \\ `\ \ \`\ ♦ \ \ \ `\ `• \ \ ♦ • \ \ • ` \ \ ♦ ♦ ♦ • '♦ \• • • • • • `\ • • • • • • \ /\ / • \ \ • • • • • SEE SHEET 86 - - - - - - \ / • \ \ \ \ • • 1 • • \ • ` \ \ ♦ • \'S • ♦\ • `\\\ CP `•` \• `\ \• \ \ \ \ • \• \ I • ♦ \ •♦ \ • • \ ` ! `\ \ \ 1 1 • \ 1 I I I 1 I 1 1 1 \ • 1 • \ 1 • • \ \ \ • • • • \ \ ♦ \ 1 `1 TRACT G \ 1 / •• \ \• `\ ` • \ \`� �\ `. \ `•\ �`. \ `\ I • \. \• . ♦ ` • \•` \ `\• \ • • • • • •\ ♦ ♦ • • • • \ \ \ • • • • • • \ \ •1 \• •` • • • . • `, `\ \ • • • • • `♦• `•• \`\ill'; • ` • \ 1 \ \ ` ` - • ` • \ • \ • M. • • N. • • \ `\N. - I \• • • • • • • • • • \ `\ \\ • - • • • • • • • • \\ \\ • \\ \N. \ \\ \ I I • • • • \\ \` \\ \---- 4880 — `\ \\ `• • • • \ \ / \ . 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NO. 441444444 0 w cx (NI ml R000 WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR26 90 141 r I I 1• 1• \ \ • \ \ \ • 1• • • • • • it • 1 • • \ 1 \ • • • I _ I 14875 / • \ / I • • • \ / , / / / / i i i - , 9,\" ___ 0 ,, al wl 5 LLJ LLJ / / / 55.5 I / / / • , , _ _ _ - M - I I I ` \ 89 ' I `` I I I \ \ I I I I I I 1 1 / ` `\ 1 \ \•V , I \ , I I , \ I 1 I / I \ I / 1 , \ / I \ / \ • /\ \ \ \ ,- . 88 / I I I I I I I \\1 I � - / / I / I � ' I ' 4870 4870 .106 • • • • • • 06'#`44 • • • • • • • • • • OD co 107 • • • • SEE SHEET 87 109 • • • • • • • • / • • It • • • • • • • RETENTION POND S4 SEE SHEET 121 / • • ' ` • \ \ • • • • • • • • • • • \i x X X X ♦ X l `I X \ \`• X • `•• • - - x v X x_ 1 - L 1 - --- \ __ -- - --▪ ---------- -G--G- G ----- - COUNTY ROAD 32 • • • • 0 • • • • • • • • • • • • • • • • • • • • • • TYPE "M" BURIED RIPRAP D50=12" 0 0 • 0 • • • • • • • • • • • • • • • • • • It • • • • • • • • • __----- 7 -- - O H ••• )( OH_,,, v Oi* - - - - 7✓ i XO H X / - - _04 4- `X =�F _ - � _ _ OH - OH_rX- I v _____:::\\:\\_\ \♦ \ -\,-7-\-_:_,-_\:_:\i-_:‘-‘_:".0:::, `\ `` :_i___._;,-7O_,,ft,, \\i\ i _II t - �� G • I GTG GG G GG �GG- _ - G'`G♦-\G• • GG C'`\`, \ C' `\i \\ ::::::_ ; V:ri. G G G / GT G G G G C'n �� i ,�G G G G \ G -�-- G� \` i 1V\\ \ I\ • `\ �� , ,� Ir ciT • � � `\` /,� � `�\ \ � \�♦ \`` _ G �� G ,` ` \\\ �\\ .�\_/fir / i I \`• `\ i I �` \� \` \` G G ` \\ n n ` ` n c1 / \ \ • / ''' 1 '' - v v - r' V \ I /\\ ~•\ • \ N �G G `, G \ G // ' \ Gam-,'- G-� G \ i / `\ `\ \` ``\ \ - \� `\ \ ` `\ \ i IN • • • 1• ♦ \ \ • • • • \ I\ • • • •• • 1• • • • • I I I I \ 1 \ `\ \\ \ N. ♦• I 1 CS \\ ♦ ♦ • • • . 1` \ \ • `�` , , \ \ N `\• `\ I ` `, `, `\• \\ W • IN I • / • CD \ CD ` I•`. ♦ \ '• ` - / \ ♦ \ 1 I \• I• • • • • N • ----/• 1 • • I \ 1• • 1 • • • '• • \ - \1 • • • \\ \` \ ♦\♦ ` \ `\ \ `\ / \, ♦ ♦` 1♦ \ • • I • I \ •\ I 1 I 1 I \ \ • / \ \ • ♦ \ \ \ i I 1 `\ \ ``\♦ // ♦.. \` `. \ ° / \` \\ ♦` N. \ ' \ 1 \ \ , \ • ` • \ • `� • / '` '`• • • I \ 1 I `\ • • \ \ • ♦ I \ • 1 • \ • I 1I ( • KEYMAP 1 00 00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w O DESCRIPTION REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) 0 ALLI ROga WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER GR27 91 Or 141 I (III II • • • • • • • • • • `` ,. / 11 I \ 1 / I / /\ Al Al t •^ •\\ \\ •1 1 `` • `I 1\ \ \\_-- / \ \ \ `\ \ \\ \ \ \ I I \ \ \ \ 1 `I \ / 1 I 1 I 1 I \ I 11 1 1 `\ \ \ t ` `\ \ \•\ `\ ------------- //e/ ` `\ `� \ \ %I `I 1 I I I 1 \ \ \ 1 \ j I J I I I I 11 / 1 I 1 \\ 1 • ` ` \ \\ 1 \\ `\ • \ \- / --- t, _ `\ \ \ \\ \ \ I 11 1` �`♦ `\ `\ `\ O� • • • / / / I I I / • • • • / N • • \ / / \ \ • ---•\ O� \ I 1‘./1::\•::\ \ \ \ • • • • • • • • • • • • / / / / / / / • / I / I / / / / / / / I ) • • • • li I • • • • • / / • • / 1...:• I • • • • • • • • • • • • • •• • ♦• `• • •�``• • -`..........// / , / 1 , I \ / 1 I ( 1 I I I • \ \ • • \ I / 1 1 N\ \\ \\ I ' . \ I \ i I \` • • / / / / / I / I / I / / I / \ ) / I • • I • • • • 03 it:‘• • `\ ` / / / / I 1 \ I I I I I I I ` \\ \ 1 , I / 1 ` \ 1 1 I \. ` ` \ \ \ ` \ I \ \ \ \\ • N • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / / / / / I / / Il / / • • • I I I • II __ Le.:***Iii'''..cr\-.I2 11 \I\ 1 \ ' :‘ \\ \\ \V• I • • • • • • • • • • • • • • • • • • • • • • • • • • I / I I I \ I / I I I I I I•I I I \ , ` • .` \ 1 I I \ \ \ \ \ \ \ / \ / • • • • • • • • I I • I • • • • • • • • • • • • • • • • • • • • • • • • • ` / // / / , I / I , 1 1 \ / / C- \ \ I I \ \ I ` • \ \ / N • • • / / / I / • / • / il • I / I O3 • • • • • I • • • • • • ' , / \ ! 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DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP El (GO a W I- DATE DESCRIPTION I REV. NO. *1*1*1*1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) U � W z Z (7) (NI ml o z0� z Z U Q Z Z J W So_ u_ O WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR28 92 OF 141 I I I I I I I I I • • N • 1 ---- \ I \ -_--__ I 1 -• • ♦ I--. w w w w • • • 1 • S. S. \ 1 S. • • S. ` S. • • • • • • r I I I I I I I I I• • \ • • • 1 sz� \` ` • • \ ♦ • S. • S. S. S. • ` S. ` S. • • • \ • S. • • \ ••S. \ • • I• • `• • S. 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IV 1\ 1 1 1 ' 1 1 1 1 1 1 1 • CULVERT E4 ,` •, • I \ \ \• • •\ , \ `• ` \ \ S. 1 • • / • • ,/ 15" FES INV: 4841.45 1 \ • \ / \ \ • ` • `\• , 1 \ 1 • /- t / • • \ • / • / / / / • TYPE "VL" RIPRAP D50=6" Lp=4', W=3', D=1' 15" FES INV: 4841.04 • • • • • • / 1 1 1 tit 1 1 I 1 1 \ 1` 1 1 1 I I I I \ \ , ♦ \ / ` I \\ • \ , • \ ♦ • • \ TRACT N Co , I ` • • _ , / \ • -- \I . V. \ J--- \ 1 1 I I / �4 TYPE "VL" RIPRAP D50=6" Lp=6', W=4', D=1' 15" FES INV: 4843.98 SEE SHEET 66 M 7M_ _ _ _ \WE ._\/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / / • • • • • • V • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / / to _--' % '• / \ \ `\``\``\`\\ \ \\\\` \`\ ``\ X 11\ I1 I\.... tiK _ 0..1, rill"\\ -----"7.:‘ Vx\VVVV\ '\‘':-.) 1 ° \ .7/ / / / \ / / / / 1/ I I �'\ I \V ``, \\• ` \`• ``• \ \• ``•`• `• ,• • / i • • / / / • _ -____ : , ‘ \ \ : , • • • • •• • • • • • • • • N • • • • • • / \. ,. 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' 1 / I 1 ` \ \ \ . ` ` • \ \ `, \ `, \ \ + 1 11 11 ``\ ``-`` `� \ �. `—--__-'\ '',,—_x..-/ 1 I� / \`,1 / / / / / / I♦\ `� ``\\ \`,\ ``,` \\ \ `\\ `\\ \� ; \ `\ `I\ \VI +; \ 11 '11 11 I / • • • • -`--_ `•--- \ / ; /- i / / / I I \ •% \` ,\ `, \ +\ ', \+ 1 \ • ', I V \ I I 1 I ( ' ,-'• • I/Il •' \ / / / ; I I '`-. \ ` • ` `\ \ • ` • ` `I \ 1 , 1 1 1 I I ,/ --' ---.`. I / / t • ♦ I • N . \ \ I \ • \ , \ 1 1 1 1 I 1 --- - -- / , _ / \,I I / / I `•\ \`, \ `\ `\ \• `\ \ `+ `\ `I ++ ` ` ' • 1 1 1 I // /V / IF - / VV ♦ I \ \ \ 1 /- - -\ ,/- \ \___` ,` \ \ 1 \ \ •1 \ +, \ `, , `, 1 \ 1 I I 1 \ v ____.,„,„,,,,, __ \,;, , , , -----\ . ' , \ ,•••• ,/ _, `, \ \ ''I 1 1 ` 1 \ `I `• `I I I I / / `\ \\ 1 / __ •• • \X ,�� I//{�_II 111 ', ',, .`` \` \I ; 1 1 1 I 1 ; 1 • • , \ , I , , 1 I I • •` \ V • • i ///' IIII \I / • • \ \ • 1 • / // I I , I I I •`` / • iI1/ // I `• t l, y ; 1 �\ � , \ `, , i I 1 1 I I , 1 i 1 , I / /,i i / /I i /1 / 11' \ , \ \ I/ q \ / I I , 1 , \ \ I I //II I I • \�_ 1 , -- -. \ •�- `\ \ , / •` I \` /-•• ,-_•„./ I , I I I \ I I 1 I / I I I I I \ �, V. `\ it(, `• • 1 f ._, I 1 , I , 1 1, 1111 I , I I 1 \ ` `• I'.__ •`, •I I I ' I ' 1 / I I r , 1 II I I \ , \ \ ``-\ `-•` `\-\-_ _\` \ ``` ` `-• '�� \., v •\ l `, I I I 1 1 I I /� I 1 I I I \ `, `\ - \ `I - •• • • • • • -• 1/ I • •1 I• \• \ \ • ‘ I / / CULVERT E5 I / , I I I / I / / -' ♦ -+ 1 I t / / / I EGRET ROAD / I I ( I I / 9 / // / // / / // , / / , , / J / / / , I / ' , / / / /' / / ' / / / / '' - / / / I 1 -' / ' / , , /I I 1 1 �) , I 1 �b ,/ / �, _- / / --' i i - i -'- --' / --' ,- -' ,- , / ,I - / ,' • ,,'I / ' ' , ' , , / , ,/ ,• ,// / // /, / ' • / / / /' • / / / I / 1 o' • • 1 1 1 1 I \ I 1 ,p , V O3 \ C31 , • • \ / / / N . \ \ • • �` ` \ • N `. • `` • ♦` `\ \ \ \ ♦ \ \ `\ • ` \ \ `- `•• • , \ \• \• • N • • • • • • • • • ,TRACT 0 4855 • SEE SHEET 66 KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP El Lu' DATE DESCRIPTION I REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' 1" = 60' (HORIZONTAL) co fL)g z O CD z „, WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER GR31 95 141 i I� `\\� \�\ e,• 1. \\— ,•— - � \�• • �. • • \ \\\\•:•,,‘,•\„, \‘‘....S.::•‘\•---;„.... - \ \♦ `\ / -� 0\‘‘',..\--,\ --1'"\i‘‘\\`‘‘.0„‘ ♦\\ •,\\ \ / r ` ♦ \ ::• -.• 1-:\i•-:::::::-.i‘:"\.:::...\'- '''::\::::1‘.1--:-.11-\:"‘\:;:::;.;:-.71)::::: / ....,,,..„ ,\\,\.\\..,,,,,.,. ,\ \ \\ .....,, • \ ' ....-1,1...---11,1:5.::::,--S‘12.....:21:---'-- \ \ , ` ,,‘,\,‘,,\\ \ \ \ \ , p \ \\•\, e / • I \ \ \ • ` ♦ ` \ • \ \ \ \ \ \ s,\\\::: \ ` • • • • • • I • • ‘\ , , • • \• i i • `. ♦♦• ,'\'\‘'‘,. \ \ \ \ \ , ` • , , \ \ \ `\ `\ \ \ `�\ • • / / • A. ,,‘,'‘ ‘, \\\ \ : I `• • • \ \ , • • \ ',7\'‘,:'‘,:',„‘',„' ` ` ` \ ` , • ` ` \ \ \ , ` \ I 1 \ \\\`\\ • • \� ��`S� `\` — — — — \` \` \ \`• :::•::'i ` ` \ \ \ ` \\\\‘‘:: \ ` ` • - FILINNO. 1 `, \\ \\ ` / \ 1::‘: \ .‘ :: • •• • •/• •\ .• \ • \ •\•, •‘-: / 1 \ \ \ `• `• \• `• ` •\. `♦ • • • \\ i• / \ \I ``• • • \ • • •.„.. • • • \ • • \ ‘S • \\ \ , • • • •.` \ \ • 1 \` • 1 \ \`• �` \ • 7 --- „.\\ • • • • •N' / / I I• \ • \ •\• ` \ • • •`• \ \ \ `\ ` `�\ .. •• ... 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I I / / \ / \ • \ \ / • ,� / \ 1 1 ` ` \ ,` • • \ \\ \\ I / // \ i • • S. .\ • \` \ \• •`. • • I • • \• ` \ 1 1• • /ti / I / \• • ♦• .• • .• • • \ `\`• \\ ` • \`I / • \ ` `\ • \ \ `• \ `\ \ , ♦ • \ • \ \ ` \ \ ` •I / ` \ \ \ \ • `` \ `\ \\\ `\ `` \ \\\ • \• i , •\\ ,\ `\ \ �\\ \, \ ` 1 ` \ \ I , 1 ` • \\,\\1 \` \ ` 1 \ 1 \ \ • 1 ` \ \\\ \' \` \ \\1 \ 1 \ ` 1 \ \ \ \ ` \ \ \ \ \ \ \ ` / \ A • \ \ • \ \ \ 1 \ ` • • • • • \ a• • \• \\ / / \ \ \ • SEE SHEET 66 MM MM MM MM MM MM MN MM MM MM MM \/ • • \\ / TRACT M \ S. \ \ . \ \ ` \\ / ` \ ` ` \\ \\ \ • 269 S. ` \ • TRACT R • S. \ `\ \ , \ \ • \ I I I C/) W 'W C/) I I I I I I I I I KEYMAP r— 100.00 goo, / ' 7ni? r� W OH E X 0000000o0000000o0 > o 0 0 o a o o o c 55 0000 o NoN No o No?< LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO F Cetn W H w <1- O DESCRIPTION REV. NO. aaaaaaaa WELD COUNTY, COLORADO 0 60' 120' PL TAJ 1/28/2025 • SHEET NUMBER mml 1" = 60' (HORIZONTAL) GR32 96 Or- 141 I I I I \ / 1 • • • • 4825 ♦ \ -, I / ♦ / ♦ 1 `♦ \, •♦ 1/• \ •` ` \ • 1-- I I I I I I I I I I • • • i / , / / • \ / / \ v// • \i I I\ \ \ `\ `1 `\ V `\ � II I\ L\� / \ \ 1 11 ` 1 \ \ ) I I\ I \ 1 \ I \ 1 I 1 \ 1 1 \ 1 I • ♦ \ • \ , /-` \ ` \ \ I ` \ \ i ` • • ♦ ` \ \ • • • TRACT N' —. • 1 1 N ♦ ` • \ • • e♦ \ • / I / I / I I I • y / • • • • • ♦ x O O O ♦• • • • • • 1 -` \ ♦ \\, ` \1 N.........„. \ • • x • • \ 1 _ \ I \ ) I 1 / I I / I I I \ CM `` • I W \ \ O I \ \ ` \ `\ \ \ \ \ \ \ • • \ `♦ I ♦ \ ` LA SEE SHEET 66 \ . ` N I _; I - ) ' 5"- TRACT O i ♦ \ \ \ \\ \ \ ` \ \ \• • \ \ \ \ \ \` \ \ \ �\ --♦ \ \ \\ \♦♦ \ \ ♦\ \ ♦`` \ • ♦• `� `\ \ \ • \ ` \ `\ \ \ N. \ \ \ \ \ \ �`��o •\` ♦`266 • ;\\` \\` ` 1 1 ` `` `♦ �` `\ \\ `\ \\ ` ♦ ♦♦ ♦♦ `• • v v N ♦ ♦♦ \` \` N ` ` \ \ N `♦`> `♦ `\ `\ `\ ♦ SZ `\ `\ 24" FES ` \ \ ♦ \\ `v TYPE "VL" RIPRAP D50=6" Lp=11', W=5', D=1' \ x TRACT R x I `\ I \ \ \ I I \ 1 \ , \ `v / • • • • • \ \ • • \ • • \ \ • • x • • • • • \ t X x 1 1 1 1 1 / / , • • / ` ` / ♦/ ♦ ` / \\ I • `/ .' , I I O • I ♦ \ ``. \ • \ \ \ \ \ `♦ \ \ 24" FES INV: 4823.25 • \ • • • ♦• •v • • • • • ♦ • BLUE HERON STREET 4830 _. _, . ., ....., 1,, _777 ...-__27,7 7 ,7.- - -,•- - - -• /- ,- - mi- ..„-_-, -. ,-, - „. , , ., ,. . _,... -----„,_ ,....- , , ,, , , , , , , , ,,,„ , . ,) , II , , .X• „ , ._, , , , . __, , , , , \ , , . \ , ,, ._ , , , , , , \[\...... , , \ , , __,, , . , ,,, .. , „ . ‘.., .., _ ......... ,-,, / , , , , , \ . . , I , i ‘, • N- . _ .. ..., , i , , „, , k . , • .. ...., - . ...---, ..._-.--- /• - \ , , 1 • • \•` \ ♦\• •__ / .--_'- ` - - ' 1/' / I 1 I / ♦♦ ♦ '♦ J • II I I • ♦ \ I t / II ', G\ ` / / ' ` \ I I ` , ` ' II \ - _� \ \ '/ ♦♦ \ , ♦ \ \ I I , ♦ `- G) C) II • • • • • ♦\ • • • • • • • \I • X x X X X i • 1 • • / r • • ftft ftft \ \ > ♦♦ ♦`• - \ - 7' / / \ \ `/ /\ / • N • • • • • N __ \ \ \ \ / _ 00 :// `-�` `� `` \ `` `N` t`-----XkX / N / \ / I N N N N N XX / I \ - XI/...ft., .�l♦ I - / / _ •v • ♦ 1♦--_ ) A� 1 I I • `� \ — _ 5 `S. `• \ \ \ `> • • N \ \ \ \ \ ♦ I \ • X.\ \ N \ \ \ ♦♦ \ I ,\ \ \\ `NN ♦♦v \\` \\ \ \ \\ ♦ ♦ \ \ \ \ \ \ 1 \ \ ` ` \♦ `♦ \ \ \ \ It 1 1 ♦♦ \ \N \ \ .� \ `� 1` \ \ / `♦ ♦ \ ♦ \ N -1 `\ ` \ ` I 'S♦ ,' ♦ ♦ \ I \• I \ 1 ` • \ I,�--♦• {I .-- \ ........ 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Lill ` \ \ \ '\ Ib / / / / / - TEMPORARY RETENTION POND El SEE SHEET 123 - y J/ I I \ \ \ \ \ \ \ N. • \ \ \\ \ \ \ \• \ ` \ `. \\ \ ` •\ \\ \ ` \ \ \ ` \\ \ ` \ \\ \ \ \ \ NI \ \ \ ` `•\ ` \ \\ \ \ `\ \\ • \ • • I I \ \• \♦ \I \ v N • \ \ >-.,,, ` .,\ \ ♦ \ \ \ `\ \ `\ \ ` \ ` \ \ \ • • ♦ ` • \ ` • • ♦ / II I•\ / / N 1 • ♦ \ • --' N _ / / ♦_ / / / N / / / I / / I KEYMAP LEGEND 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR / EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 60' 120' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 60' (HORIZONTAL) El wc4 DESCRIPTION I REV. 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NO. .1414.14444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO a. c,L)g gzzz L-).< o RO(97) °I(7)Lri Lticei WELD COUNTY, COLORADO 0 100' 200' mml 1" = 100' (HORIZONTAL) PL TAJ 1/28/2025 • SHEET NUMBER EC6 SEE SHEET 106 103 141 I TRACT L �l �`1 J Jj; ' , // :; / ( I \ 11(/!/,/// ( \ • \•' 11 , ; \ \Iif , I 1.....- ......... .,, , , ,./„.... „, , , ..„ ,/ /• I, / ti . , \,. ,.... I - ' -'- / , ,159 1 %' //- ' / - I / - , ,' \/ __---'---- I.. -..%/ %.\1 fr._ / \ / 1........„----; / 1 ` • r r I I I I 1 • 1 \ _ •\ \ --- 1 • 1 I --` \` ` II • \ `• \\\ \ `.• -•`� \ ` \ ` I. \ �S \ \ ♦ \ \ \ ``\` , \\ \ • \ \ ♦ ` ` \ ` \ ` `• \ \ \ V• 1 I` 1 \\ `` \ ,\ ) / 1 I \ \ _♦ ♦` / I , I , 1 , \ \ , / / 1 1 I / / I I I I ! I \ \\ \ I\ , C'r) 01, 1 \ `♦ S. \ `•.••• \•\ �%`; \\♦� \ \% \ \ \\ ♦ ♦ . \ \ S. \ 1 1 \ \ \ \ S. ; \ �\ I \ , \ `` 1 ; 1• 1 \ 11 • I \ • \ -245\ • • \\ • \ 1 151 • 1 I 1 \ 1 \ \ \ \ � \ I •I \ ♦\ / , I I 1 \ / I I I I , \ • • . 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I I I ...•.76 ii 1 FiETENTION POND W3 SEE SHEET 117 SEE SHEr1 737 • KEYMAP Op CD' SF LEGEND SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP <H DESCRIPTION REV. NO. <4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO lop' 209' 1" = 100' (HORIZONTAL) a. ,u2g z ozzz L-).< o D 0 o §I -Lt WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER EC7 104 141 w <1- 0 DESCRIPTION REV. NO. 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Cils ........\ \\\ \,.....L., 4900 4895 MEADOWLARK LANE • • • MM 1M\ A. • • • • • S. • • TRACT H • iWuj LLI 1 KEYMAP lot SF HOCCONOS AMOVOVAI LEGEND SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w O DESCRIPTION REV. NO. <14.144.144 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 209. 1" = 100' (HORIZONTAL) a. ,u2g z z z < o D007) §1151-1-1-tLifl WELD COUNTY, COLORADO PL TAJ 1/28/2025 SHEET NUMBER EC9 SEE SHEET 109 106 141 • I • ♦ ' ♦ `\ \ ` ` • \ - \ • ♦ • \ ♦ • I \• • •I \ • •♦ ••• ` • \ • ♦ 1• I IMIN/ / IJMI, ,� ME II 1 1 1 1' I I I', 1 1 / ,// '// '// \ 1 1 11 I I - \' I,1 t;,l I � �156�;' \ , \ \ \, , 1 1 1 , , 1 1 , , ,, 1, , I 1 \, 1 I I , ` 1 I `I \II\\`\\ ; lI I1;'� 1 I, I I I\`I\, , i 1 I 1 ` 11koNMII \ I 1 1' 1 1 / 1\\ 1 1 \ \ \ 1 \ \ ii:3\::‘,:.\‘‘t:\:\\I‘:-::1:::::\Iii.3,1.2 , I I , I\ I 1 1\\\ _- l l l l Iii. 1 \ L \- I` /- -' i \ , , , -- \\1\1i� /\1\\\ \9`\1 , 'I \I\N.\ \'\I\\ O\\II \ II\ \ I \\ • \ \ \ ` I -•\ \\ \\••,•• \ , I \ \�9 \ \ I \ ` \\ \ `ILS\\\` • . ` V, \ \ \ \ \ \ \ \ `_ `\ ` \\ \ \ `R ` ` \` I \ -, O \`\ ` • \ \\•\ \ NORTH AMERICAN GREEN P300 EROSION CONTROL MAT E STAPLE PATTERN `. / - �' �' 4890 ♦ ,/ • - \ ,..' ----`I.:, `•..„,,,.......... 19,5 �, �N‘‘‘ ♦``\ \ `\`\\\\\\ \ \`I`I\I! 1,1`1. / -�`�` `� \ \ \ \ \\\\1 1,11 1111 / -� ��\\`\\ \\\11,11 ,1\'1 / S: \ \\I‘•‘\\\‘`:‘• \ \ \ \ \ ,I I , 1 ---_... 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I 1 2 / 1 1 , \ I 1 ,' \ / 1 / `\ \ 1 1` ,,, \ / \ 1 , , /// , / , 1• " \ I ; \ \ 1 / I 1 1 1 \ / I I \ 1 I 2 1 , , I I 1 \ / .---4 \ I I I 1 -' \ I 1 I 1 I ,/ 1 1 I1 1 I 1 , . /, r rI 1 /-, /, 1 1 / / / I , / r -- % I \ I ' I /' , I I / / I co --N , , / 1 / I Cm 1' 1 1• I \ I 4. 1 ( I 11 1 / / \ \ , I / \ 1 11 \ / / I I ` I• • 1 / \1• ` \ / I 1 1 \ \ \ 1 \ 1 I \` `` `` `1 1` 1 \ \ \ \ 1--/ ``\\`o` \ \•\ \ \ • \ `` \ S. \ , \ \ / . \ / \ \ \ \ \ `, \ 1 1•, ` S. • `\ \I • \` • \ `\ \ \ \ \ S. \• _---•` •` 1 \ '\ , \ • \ S. S. S. • 1 \ \I / - 1 TRACT B ---�-- - - 1 /♦ /,- „ ♦,♦� , - /, / / / / // ♦ / II ' '______ I , / / - 1 \ • \ SEE SHEET 106 �mg_�--- •\ • • N • \ .• \ ` - \ \ • • / • N • •``. \ ` • \\ \ S. • •• • \ \ \ • RETENTION POND S3 SEE SHEET 120 1 / G G `` LI ,\ G \ G_\ G G / 79 .\ \ 1 \ \ r, G �,''G G Qs�� G `—' G -G�—G G _--- 69O,s\ / 1 S. - -\ \ /'' \ \ `` \ '` \ \ - • S. 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S. � \`\ S. . `•• `\ •\• \ S. -, S. S. \ S. \ S. S. \ \ \ \` 1 • • • \ \ \ \ \ \ • \ \ S. ` \ S. \ • \ S. \ / \\ CC co . G •{ • • • • • 1 • • • • • • • • • • • • • • • • • • \ :G • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .2.1_________\--G G__N-- 7,A • KEYMAP SF LEGEND CD' SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. <1.14444.1<1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 209. 1" = 100' (HORIZONTAL) a. ,u2g z ozzz L-).< o WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER EC12 109 141 • / I TRACT H \ • • . \ ` • • \. 1'S"'S'S' • • • • \ \ • \ \ S. ` ` ./ ♦ 1 ` ` / •-• ` I ` \ �, • `, \ ♦\ `•1 .\ , \ , +. \ .• \ . S. `, \ •, `\ • \ • I` ♦ , \` \\ `` .` . , . \ \ . `♦ \ `\ ` \/ N • •\ • N N • • • • • • • • • I NO `• . .- • cPd `. `. \ 1 1 , `, • \ \ ♦ I \ \ , 1 '-' \ \ \ `♦• `I 1 I , t \ • / / `•\ •\ N2 ` ' :''....../ 1 I ' N. 1 \ I ` / / / / / I F• \ N. ` X86\ `• .1 ` ` .� .'. . ` l co �` • • \ \ • • • -• • / • • • / / 105 • / \ ` `•I ' ` ` ♦ / 1 1 \• / +1 1 I X /`� ix / X I X F X • • • • \ L' 106 `----- 1-= ___ _''-- _ _ Y= = - G G --rN \ I \ I � \ • • • \ . \ I + I , • ` • .- \ • SEE SHEET 107 i NORTH AMERICAN GREEN P300 EROSION CONTROL MAT E STAPLE PATTERN ;111 l 4865 - ' RETENTION POND S4 �. SEE SHEET 121 •'N. '''', • `III • • ` • • Ij ♦ / \ • ........ `,.., ...' • , • • „ • \ ••`♦ sz ♦ `♦ . . \• \ I , \\ \ \ \ \ 1 1 \ • • • • • • �-----I_,M.M.M. M. --- I• , I I I I t I I / ,'' I I ,I I I I I / 1 I , / I / ' /" I I I I / ,.' 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' !♦ 1 v, Gam- \ • • • • • \ GI / • • • • • \/ • \ \ • • • • \ \ \ \ / • • • ` ` • N , • ` \ • ` N . • N ` `. \• \•• • •` \ . • `, \ • • • • • 1 \ I • • I , • co • • Ak :--111----;71411tva Era 'V Vrisitkle Mb,* males izak;Atiti;o:itiiiiii ■ooira • h. - KEYMAP SF O (SSA LEGENQ SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO DATE DESCRIPTION I REV. NO. 441444444 4 a. 0 fL)g ,„, z o< ozzz I,•< O CD (7) WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER EC13 110 141 / ' • \\ I' ,I • I / , - I , 1` 11 i• - - - 1 \• \ \ \• •\ • •- _. • '. \y/, I I I / I / I / , , ,/11II/ �.- \ \� A -- �.-�'\ / // / b 1 ,/ / /--�' �.•f ,.' -: -_ -9 _ 4V30 C(11 I • ♦• \\ `\ 1 I / I I • \• / / I `\ \` �\ \ \ \ \ `. ` / it 'I I / • • / 1 f I \ \ \ \ \•J - \ , I 1 1 \ • -_. / / 1.,J I , \ t I \ \ \ I I I `• I I .\\,\ l• --2-111 \ (mil \ \ \N \• 1/4 • I /A CD I I • • ,x‘A :j X. N lilt / I \ \ \ \ \ \ \\ \ \ \ \• /` • / 1 • / / / / ' CJ1 1 1 • \• I \ I \ \ \ \ I I 1 1 I \ \ `• 1 \ \ I• \ \ \_ .` ` ( \_ \\ `• \ \ '/ I I 11 I 1 1 \` •` `\\`•• \` 0\` `I\`"\\`��\V \\\• \• • •• •• i,%X‘C:I:1,3i,:\V‘ \ 1 - ••\!......‘s;\ ‘•\•\‘‘' \ \ ••\ \ \� �\ \ •• \ \ \ \ 1 : CSC \\\" \ \ ``\\`\`` , t• •\ S\\ `� \`��\��"\\• `�` a�• ``\' \\\\\\\•�\\I\\\\\` \ CS, •,\ \\\`�\\\\�`I1\\`VV````�\\``\ \` \`\\•.\ \`\ \`\ ` V • ,\ \\`\\V` \ ` \ ` \\`\\\•\\•\\\\‘‘‘‘•‘\•\\V \�; \\ \\ `\•I`\`\\�`�\\•``�`�`\ • • • • • • `\\\1I\\\\\\`\``\\\\`�`` \ • • 1 I • • • \ S. • / \\\ \\\ \\\ \\\ `♦\\``\ \•\\`\\\\\`"`� ` I ` ` \ \`\\\\`\\\l`\\\\'\ \I`\\ `\ \ \ • ` I `\`\`•\\\\`\\I`\\\\II,1\`\I`�\1``\`\ `\\ \` \\ `\ `\``\V \`0‘,`q‘"0` \ ` \\` \ \ \ `\ \ \\`I``I 1\`I``,IIIII,\`\ \ I ‘, \`\\`\ `\ \ `I `1 1 ,\11 111,\\\I\\ \\ \ 1 XXX •\°\``,`��``I\\\\`�`\\\\"`\\"I` �`\`\`\• \I\\ `1 I`I \\ \\ \\\`\I\%,`\\ \ `\ `� 11:0 1\ 111' X� I\• 1•\\`,- �\\;• \\`; \ `\ `I \ I `I ;'1 \ II�„II'\I`I\`•.\.•1\•01/4•‘ ��• �\\`\ \\\11\\\\11 2I`II\ I it 1 1'I \ , 1I\\\\%,1/4,1/4.\ `\ \'V l\`ii`\/ 1'11,1•111 I 1 / / I I ;II I, \ �, 1, I II'I 111` ,�, )• /////// � ) I1 /1 !till( l 1 I\ I 1`I `\� \ / 1`•x!11\\\�1// I//II/;I �'/111 I I, ` `,11`\ 1 11\1 11/ I 11' \t ` \ • / 1111\ �`I.0`\\ Cf3`� CD c1``I\ I�\,I I \I / / ' I'6Th\1CS\\Cr\I'�\\ 1\ 1�\,I II 1 `\ //1 I I I 1 Q \\C5) `\\o\1\CS 11 C• , 1\1, ,\\I r\ 1 1 \ / - \\ \\ \ \ \'\I // r r' \ \ I 1 \‘‘• \ \ \ I ;' •\,„\\\\•••••• \ \\ t`\\ \\\, `"\` \` \I \\`\`,\ I\`, ; 1 1 •` u ' / ;- I ''' ' III • ' I I I 1 1 l , I ,- \ \ \ \ '\ I 1 \ \ \ I I \ \ \ \\\ I 1 \\ • \ \` • •1 \`\\\\\\\`\\`\`\`II1• 1 \`\` \\\`\\ • \\ •\\ 1 , 1 • I \\ I I \\ y \\• , 1 2 I \\\; V ` \I\`\\\� \ X11` •\\ 01 \\, 1\ c /.. / / \ 11\\\�\\\\\\\``\\\`\\``\ ` `II\ \\ \ ,z.,„;.-,___.-,. / 1 ,''' \III\`I'1 \\I'1'1:I\/I f 1\‘‘\\‘‘::::\‘' /.:\:\�\` ♦-- `�I I 1\11,1\ 1 1\\I\\\ \\\' ,\ 1 ` \ \I\ \ \♦ L - 'N \/ 1 1' 1\\\\I`I`\"`I\ `\I``\\` \ \ \`\ \\\ ;'`;\ \\„\ \\I\` ,\\\\\, \\ \I\t\,• • `— m WE'� - \\ \ �F 1AV � \ lam' T rt-V A v • \\ K J \`I I �� ``-♦ \ \ 1 `\ \`\ \`\ \ \ I , `. I `♦ `\, - 1 \ •\ `I 1 II ' I '•I `� • I ` `\ ` `\ \ `\ `• LS\ il. I . • \ `\ `� \ N `\ ` `` • cA� II '• • ♦ ♦ \ N \ `. I \ ill t \ • \1 VI i 1 / •I I \ •` `\ \ • Sze \ • \� `♦ V. I N • I \ \ •\• I\I\ III I I \ \ \ \\ \` ,, O • \ •\ \ II / \ 1 \,II, IIII �I v v tv v Ji-\\II v v V 1 I .... ..,_ ‘„ . __., . ,• I / I• 1 1_ \ I`• / / I'- AMR NMI • \ -�I O f awl 4820 • SEE SHEET 112 • • I • \ 1_ \ \ .• . 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POND El M ------ \; \ \ ��O\`. / SEE SHEET ` 123 Ps/ \1 \;v/ �' �PSr I 'T.�,< /,- / / r ` • • • / cl 4815 4820 4825 / I 1 I • I \ 1 \ ` \ N. \ \ \ 1 1 , J I I 1\\ I I ` , \\ \ 1 / \ `-`. /' ' I '1 \ '• I` \\ \ // ` N. \`•, // \ \ \ \ / ` `\ \ `• // •li• , / / \ _` 1 1 \ \\ `• `I 1 '\�/ 1 \ /' / ( , \ , I / r \ • / - . • t \ \ ..... `\ .... `\ I \ • \ I , __r- -��\ I I I 1 1 I \ J `\ \ 1 \ / / 1 \ \ \ 1 I \ \\ \ 1 \ \ I \ , 1 I\ , I I \ I I I I / I I \ \ , \ , I \ / \ ` • I , \ \ \ / \ \ 1 I I \.. / ./ \. \ \` `\ 1 It 1 / / I \ \ Y 1 r • / \ 1 ' \ / , I J 1 ` 1 ` • • • • • 1 I 1 \ \ KEYMAP SF CD LEGEND SILT FENCE LIMITS OF CONSTRUCTION VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SURFACE ROUGHENING STOCKPILE PROTECTION STABILIZED STAGING AREA INLET PROTECTION NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP El 12‹ Lij DATE DESCRIPTION I REV. NO. 441444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 4 a. 0 fL) LJz Z ozzz I(.< 0 (9 (7) WELD COUNTY, COLORADO 120' 240' 1" = 120' (HORIZONTAL) PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER EC15 112 141 LEGEND < , I I' I •I`•�,•t . , 1‘.1, i I \ 1 I -`___ - - .f r/ I I BASIN-, DESIGNATION 7<D1\ E v, 0 I 1 /�I 1, I 1 9 f �R `\ .� --, ♦) l,•\ \ � ♦ ,��. + , I ♦ I _ \ � J , , lid/_� --"„ , IX IIII 1 / 1 ' , , {\ it, f I ii ; �``: `` ',1 - �II�II 1� i i J I 1 1 `�• / I `, w I I ` OW4 ' I.„ % •\. 1 /```-�/� /` •/' 1 �♦ / •� - ..�� , 111, r ^� \ ` 1 , /I1 ,. ,, / /-- _ , , , ` ..-> ----_�.I' , `� :\ ,,)I"�/1)111, ll I/I/� , �.,. 0.62 C5 O 007 , CtW _ / , '\! 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A ♦ A A ♦ \ ` 191 ` • l _� 192 193 \ ' �,,I 127 `, I vv ` v �• I 1 I v 1 v♦ I ._•••••,•„ I,/ W6b W6b 6.46 m00% 0.20 0.33 26.59 94.65 To Pond 4 \ ``\ .v _ '�\ �, % `- �' , I / r ��•• / -..-?� _1". v �, r// \\`\`� r •♦ / •` •`1\,\\\`\\\,\ ♦. __ c.,.%1 ''�•• A \, v l • �\ I 1 S10 V �� \_._r '/�� JI �� 1 � ' i� , y 1 \` /1\�j P - W6 W6 9.70 20.00% 0.20 0.33 6.19 19.59 ToPond 4 ` `v v )_.. ` :. �� '- r/sell ////'183 \ / ` ` +\v Av, A �, A A,v \ \oft �''/i v; CULVERT 29.1_ _ `I 1 v, A v` A `1 !r ,< jV \ , 123 \ � lu / 180 / .,,,%✓{" . 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I,///I'� `/ 55 SS 9.16 o 20.00% 0.20 0.33 8.87 28.05 TaPond 52 I UNCCi CALL BEFORE YOU 81 DIG 1 \ \ 1 , / / \ I. 37\\ •__- - '\\\`� l-- �i. ,' l_I /,",- — �/ 1`'�. CULVERT 35. 1 .' %� , IC, // I, !. // r �� `\``.�'� , I J/M—\_• o / 111 11 ill !'--- _ __ '__ /0ti0 I I - ,/ __,,/ _ ,fir /,/,/,--....•„.-__-__•• $6 $6 26.22 20.00% 0.20 0.33 29.23 92.45 To Pond 52 ( ` - \ ` ` - ❑_ _ • \ `1- r ` �[— \„ 1 1 1 --_/ • / li \ 1 f \�•L,� ;• 1 �, �YIIfIIlIi1l\__..!/�� ;.,- --=-. , 1 �I`__ Id,,,. 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I / \ ``.._ _ , \� { \ �I I / / / �, // -- ' — ' `. X 719,,/// J*At .o.,.:// __ _ -�--/, �— 51a 51a 3.70 o 20.00/ 0.20 0.33 2.45 7.74 To Pond 5381 \ `\`\ ;Si,./ / . ti .\ I ,\ `` .= __ __.___ _ _ .; '+ , / , \,� _ \ ` `\ `• •— •-- ' 1P1' / r \_ ,__ _ - i,'.'�' `, , , f� //' \ ll \ _ __ �6� —_ _ — J' / / i /�/i'/ ,l. . \ \ %...... 99 !'` I I \ \ — _ . _..._ ! —= _ , — 58 58 1.93 20.00% 0.20 0.33 1.34 4.23 To Pond 54 /, / \' ` I li \ \ ♦ I I 11161 / ' '/ J� I /, \ —' —� . �\ / /2..........---7:;_....1.:„.,:. —'/// ��/ , \\ / // 63 / 80` ••,` /r—._ ` ♦`— III --' _ __ / - - _ - • / ' 59 59 10.40 o 20.00% 0.20 0.33 7.88 24.91 To Pond 54 I....... / / ,! / / ' � \ \�\ . +' , f / / , / P. \ _ ,, 3'' - `i _ - - - ' ' \\♦ I / / i / / / ' //` r / • 40 ♦ / ' �``� _ ' / / / / , ` l \ `._/ `\ -- 98.___--'Ir ,—� �' �. _ \ --- _ /' /' / f r , 510 510 1193 20A0% 0.20 0.33 1100 4111 To Pond S4 IIIIIIIIIII 1 a ��OR —800_922_1 987 \,,,, \ + I �\ r f —' • •`\ \ • R . .—' ///,/ ,'/ I I , 0 . r%-_ ' \ \ ` --. • !/ `.____ I _-- - II I �' ® \ _�_ I --rt _ / •1 1 1`t I Sll Sll 11.22 20.00% 0.20 0.33 6.93 21.91 To Pond 54 + ,-......1\•,•...„ . 1 / a / / • 15 / /• �' �� • .` �� , �� \ '� / /cy/ I 1 , ) • ,,A .vA , A . I A\ d/, ; r ,' - _ - _Ir I. 114 I o.zo / / A 11 l /� t 512 512 18.24 20.00% 0.20 0.33 14.92 47.19 To Pond 54 I . \\ ,\ , ` ; I . / / , •�• \\� �\\ 1/ ..FI _ ♦ _ , .--•• ♦ - 1 62 • -- 4\\ , �-, / _ ��® rr 1 115 / I 118 I V ', A / 513 513 72.83 20.00% 0.20 0.33 38.11 120.53 To Pond 54 1 ` \ /j 41 52 , r` . VAII •, i/� / ♦ 81 1 ` 1 1 1 , ` a _- / , _ , \ 53 ,, V 1 \ \th` _ ', ,� `, \ \ _ ` + rs�r� ,' i 1 I�61 , 1 �► , 1 ( 518 518 12.17 20.00% 0.20 0.33 9.47 29.95 To Pond 54 \ ♦ . v`v' v� G I -----I:14 -\ �� '• / \ 1 1 ' •. \ , ` t��\ �. l l ,, \ / / / ``. I , V ' I I I ` ' I `vim.. I, (� V �� I. ` / 1 519a 519a 2.21 20.00% 0.20 0.33 1.52 4.81 To Pond 55 I 1 ' - / —_ \ . 42` 1 , 1 I II „ilk I 11�.-,•�� / • 1 \ i1 , 1 r ,_--_ ...„,410,6 •� I, 1 `_ I 1 1 r. . t I A�/ 1 \ , , \ \ \ - _ v 117 •'- , 519 519 67.45 20.00% 0.20 0,33 27.07 85,61 To Pond 54 / ` \ 1 —_ ' ' ' \ `\ F \ \ •, \ , si �1 1 54 1 �� ♦ I / 1 \ O / ' , 1 \ \ 1 \ `\ \ 113 t ' _,' 520 520 60.16 20.00% 0.20 0.33 253.00 To Pond 54 CENTER NOTIFICATION OF COLORADO I / I - / / / • , /, \ ♦ . ` , I I - \ , , I �•�•\� 1 \ \ 1 , _ . J \•\ \ , \ \ I �\ \ _ - \\ \ - �♦UTILITY 521 521 7.12 20.00% 0.20 0.33 4.61 14.58 To Pond 54 ,I / r Y I r / --- ' + l '—, �.\ \� ` \\ �.. \ 1 , ,55-, / \� \\\�`�\� `J \ I `. \. !�• • ` . ,, / �1 • r \ \ _ - \ :,�. \ 92 / a / l 116 `� '' \, ♦ 522 522 17.11 0 20.00% 0.20 0.33 11.29 35.69 To Pond 54 - / , I --- n I, ll I I I fit.-- /-- 11, \ /\e -' — \\\•43 A.V. `\ ` �\ / ' I 1 / , .\ / \\\� / , n \ --_— —� V /--_\ •_, \ -- \\ \ • •\ . , i I i 1 , / `f33 , \ •. / \112!3 ♦ \ III ' a I 523 523 7.02 20.00% 0.20 0.33 4.07 12.87 To Pond S4 --- . • — _ _ _ , • / I I 1\ ` , 12 /' 1 `,N . / \ 50 1 ` / / ♦ , I a / r,/1 I/ \ , _ . —\\ /--. \ \ I 60 �. . - I \ t 1 I / , I -/ \ ,, , . A h_ \ „A t p / , Ul Ul 5.44 2.00% 0.07 0.22 1.32 8.02 Flows _ ��__ '' , ,•/ 11111'+ �;.,. . AI 49./ / \V , •, 3y \_, , i/•58////l,l) �V‘.\----- ,' I, v, �'� , , ___' / 1 �i1 \ •\` Av\ �' - v �, \ 112 , �'. ` y _ Ni U2 U2 2.75 20.00% 0.20 0.33 1.93 6.09 Flows Offsite '----- ' •1 ( I I. 1 I ' r 111' '%._�y �� V ' A:R`�y "/ 1 /i, / 1 �' v ��. f �.}. S19 i` - — — / `. A 9 `-✓ \ S13 - �, �_ �' U3 U3 2.59 2.00% 0.07 0.22 0.66 4.02 Flows Offsite I r •\ t S14 • 1 /r 1 ,�//, ♦ ` •, r ,� EAST AREA , -._. ••••••„!......„.44. I . A v / I ® / 1 / / ♦�° "/7/11, / I / ` r = ♦ ' 0.20 , 1 ♦'a — 0.20 r- -`` I /-- - 0.20 I '.`\ � ' 48 r \ k `/ ♦` 59` �\ 72.83 CULVERT 37A 17 >-' \\ ✓ --� L A A •\� , .7 / / O ♦ \ , 1 \ A.. 0.33 / ,I ,y1 i u 1 \ ' F1 F1 12.34 12.10% 0.15 0.29 5.46 20.07 To Pond E1 L , -_ ` 020 1 v ... : a5 - ' + ` �� `. `A 1 , ® _'v `♦ _ CULVERT 376 I ( 111 1• r FZ F2 6.86 12.10% 0.15 0.29 3.62 13.31 TaPondE1 v - ®®/ / _ __ ��-_ , ♦ - --'''�w� / r \ • � \ . •90 II�11°I , u 4 \ ` /-; - I - , _ _ /10 ` ` �•�� A ` � , A / 57 , S I I, ---. V� ` `. 1 �\ ` y ;/• j- o It, , •u ♦. CUL_V_ERT_39A'_-__ ---' __ -- f ' I \ -- \ ' .- ` I I �--.,,-.-- E9 E9 8.26 20.000% 0.20 0.33 5.98 18.91 ToPond9 \ , `, �� I —a6 ;,\i`\ "- ? \ /� ♦ CULVERT 24A, \ ' __� 1 //' _ 1 , 1v r ♦ - v CULVERT 39B.. — r 1 ' / I \ V 1. ` ss V A y� ® A + I �= — 1 EN1 EN1 3.89 20.00% 0.20 0.33 2.74 8.66 To Pond E2 , I \, ' ® _ .',' 47 I / , , ♦ —� "\\ ` \ v ! , A I I \ ,. \ ' p /' _ - ®. d ' / i/ I CULVERT 23 t \ \ `� I I CULVERT 24B '' ` CULVERT q,' �: ' 11a 1 • \ EN2 EN2 2.12 20.00% 0.20 0.33 1.47 4.64 To Pond E2 / / . / / % _, v 1 + ��' f ''—'-\`♦ `\ \ 9 �� \\v \\ / ! / nl , 1 , I v ,� \ / 37C ' al 1 I EN3 EN3 2.21 20.00% 0.20 0.33 1.68 5.31 To Pond E2 / 1 , ♦ , �� i�� \-- 89 1, AT* A PL .I , — _ _ \ 'W.* ► \ S4 , EN4 EN4 10.86 20.00% 0.20 0.33 7.08 22.39 To Pond E2 ` - ___- - O 1 1 r \\ \\ ,\ ENS ENS 3.83 20.00% 0.20 0.33 2.60 8.22 To Pond EZ TAJ I r `, � �y� ® _-�i m_--`\�l \''/%/ -- � , \ t1-._./ e II `—_ /, } I — r�i — `• `--� 1 X87 \ . ----. , i \ 5--'— ii� I \ ` I \ \ '� \ , q► \ 1, I l ' 109III I ` ` `. EN6 EN 12.20 20.00°Jo 0.20 0.33 16.55 52.34 To Pond E2 ` - ,-- •,\\ 7 `\ \ .,. I ` n 516 , CULVERT40A I \POND\ �\ \ t .• �I• \ 1 '� , \ ` \ \ \ \ ) ` '� �' a6 ` ` \ `® \ ♦ ` ``�`\ EN7 EN7 18.20 20.00% 0.20 0.33 22.74 71.92 To Pond EZ ' .-- 11 ` ♦1 \ I 1 CULVERT 40B S3 �\ / ♦ \ \ , \ 88 S20 1 `\ e . t \ , \ A�`✓ \,. J. .�••� \ ♦ , \ e 11 \ E51 E51 24.86 20.00/a 0.2D 0.33 18.53 61.20 To Pond E1 ' `♦�� 1 A I ��C, .. o.zo I • \ \ •z ioz /v 103 \ \ , A 1 \ 1 d 1� 0.20 1, lu \ \ / l I 1� \ \ l \ 1 \ �® 1 1 \�" y \ l -- \ \ �, ♦ — / _ 1 •\ E52 E52 8.88 o 20.00% 0.20 0.33 5.86 18.54 To Pond El �' ` \ ( / ♦ `\ ♦ • `, �' `\ 11 11 1/28/2025 r - y( `, 7 ••�•1� 6 ` \ `. i /' �/ I + \ \ _ _ r-//•► - , \ ES3 ES3 27.58 20.00% 0.20 0.33 29.59 96.50 To Pond El Ni \ EUl EUl 14.77 2.fHP/0 0.07 0.22 3.19 19.36 FlowsOffsite . \ ' , 1 ® ...t \ MI ♦ ,' \ . — — = `\ •),,, — `. I III \ \ / I 1 I 1 , ( , ( 1 CULVERT 38A \ \I, \ \ / / / , \ \ \ \ \ \ ♦\\ 1"Pr r /0.20 ` ` . 1 � \� _ -, \\_ 1 •` -� ,' 108 ' \ gi 1 •/ \ 1;1020 ♦ CULVERT 386 , , \ \ l , / 1 \ I III 1 `, \\ �, 1 1 ® \ , `� ♦ �' / 1 -\�\„ \di/ t , ✓\� ,NOT �1 I , 4 \ `� A\ `y..'\ 1 \•,- S. ,_. i' 7� - � • ` ' \� / ';'V -� \ ��+ I ti ( li 1 1 1f `, - �`, 1 A , I i I , 1 \ `V 1 105 \ ._-106 ,/ \ 107 `\ / ..___' i 1 �_`` ♦ ` •/ ♦ ` v p _-! ` SHEET NUMBER - -- -' 1 ' �__ - - -� � �� _ - - 1 = 400 (HORIZONTAL) D R '1 113 141 '.�_� �� _ _ui.t_m, ... - i 1 11- _ .r - "'- -, `� - CO U N ROAD I 32 '\ I ,- ' E Iw / ` L' 1 ,: \ ) \, / I \ \ ♦ \ , \ .1 \. \ , , ` mil/ LEGEND DESIGN POINT SUMMARY TABLE Cumula Cumulative Basin Design Area Percent C10 C100 Notes \ - j ) Designation Point (ac) Impervious Q10 (cf Ql� (cfs) � �_• 1E BASIN DESIGNATION �D1 in 0 Z --------7)..--</ `____,_‘\_k__-\__-- `I OW4 OW4 80.70 2.00% 0.07 0.22 6.53 39.60 To Pond W1 / — _ / . 1'\ l‘, \ ,\ � 111 \ ows ows 590.74 2.00% 0.07 0.22 572.20 To Pond W1 / o .� �1 /' \ , I, OW6 OW6 173.92 2.00% 0.07 0.22 192.10 To Pond S1 O7� \ , .. •-•• _ , \ , • ,\ \ J / ' / _ ♦ \ _�__� \� \ `t•l `, 1 I I , / • I / . -.. \ . (I / I 1 \ ♦\��„\ 1 I �' / ,' 11 'N' \11 1 \ ,/ `` t W1 W1 11.26 20.00% 0.20 0.33 286.70 To Pond W1 / I/li\ \ 1 i \ \ II I / \ 1 ,-�`. _ '^ -i',/l -'_^`` \\ \ / W1a W1a 10.26 20.00% 0.20 0.33 290.77 To Pond .\ \ \ \ \ , , \ \ 1 `\\ �`" ' j I 1 \ -}-�" \ 1 \ , \ \ \ ---„-„•„, ` t I \ \ I �,,./.___ /' — — — — ,, • . \ I 1 .\,____,./ ' t' t i,• i •\: • /- ,' ..---__-__ n t I\ 00 0.62 C5 W1b W1b 8.61 20.00% 0.20 0.33 4.96 15.69 To Pond W1 \ `\ , , ` / ' 1 j r \ \ \ ` " \ \ - `� \ \` ` \ 1 ' r — .... \ , , \ , 1 \ ` 1 I I II\ .� - ----/ ,�, .I � •1 fl • / BASIN AREA (ACRES) 078• C100 D I W2 W2 32.15 7.34% 0.12 0.26 9.70 52.01 To Pond W1 , \ / , \ \ , ` \ I \ A , ' ' 1 1 1 \• \ ` `I \\ • '\ , \ , \ \ `/ I / 1 , 1r r t \\1 '\ \ -`\ . // , I1, \ -, W2aW2a 4.40 13.76/0 0.16 0.3010.015237To Pond W1\ \ _ / \\ , \ t I l ' ` \ T.i,, \ •\ , 1 \ , \ I \ \ I N. .� 1 1 ` I \ \ \ �\ ` , / / ' ' -• ........ \ \ `..__.',///// - I , 1 1 \ \ , . • , ' I I W3 W3 15.56 20.00% 0.20 0.33 9.68 30.61 To Pond W1 \ , ` ` \ `_-' I ' r a 1 }' t. t ` ` " , ` / `/ / t ___ , _ —_ I II , X DESIGN POINT < ...i ac O W3a W3a 26.56 20.00% 0.20 0.33 19.65 62.14 To Pond W1 . , \ `__ ` EN1 1 1 \ \ ` ` ----- ' ` I • I `. \ \• \ ` I _ , \ N. , ' ! ! , , _ �`— ` ' // /11X \ ` 1 / . , 1 ---- . ._ — .. 11, 1 . r \ , CULVERT E1\\ t I \ `. •` \ \ \ . \I t . \ l ! , ,/—.,::,—.... ` ` ` �`� ` —' , // / / `• W3b W3b 0.97 20.00% 0.20 0.33 0.69 2.19 To Pond Wl ` / / 1 I , ' - _ + \ 1 / / --- __ t \ • `— . / . / 0.20 ?` 1\ \ •\ r t W4 W4 46.79 9.51/ 0.13 0.27 17.56 69.72 To Pond Wl ` 3.89 / ' r - ' " — ''t I 7C , „,...,:s„, •.‘ \ 1 \ ---� --_� , W8a W8a 1.11 20.00% 0.20 0.33 0.78 2.47 To Pond W3 , � 0.33 r I 1 �_ , ,- I — (— \ 1 ,II \ \ ` / - / - --.— ._� ,' , , , t —\ `� `�`� W8 W8 23.25 20.00% 0.20 0.33 14.05 44.45 To Pond W3 \ \ \ , / ��-• _ - EN6 \ \ • t \ \ . \ , 1 , , , • \ \ \ J-< ` ,....,..-.--„‘.........-.1._ -- W5 W5 36.46 14.35% 0,17 0.30 17.23 60.13 To Pond 4 • \ \ \ ." / a` , _ •• � `/ k• \ . � �` �� `C-�' rte- , \ \ \ , � \ 1 \\ `. '`•�• 255 0.20 _`, / C ` (-4."—', —� ` \=r •—T `� W6a W6a 23.24 10.49% 0.14 0.28 9.81 37.75 To Pond 4 ,` / , 12.20 _ \ p*256 ,.-z....._:.... _ — /-= .� —' ,_ es. , / DRAINAGE BASIN BOUNDARY ` ` ` ' ` \ ` / 0.33 _ 6 - EN6- \. - - '_�_',/,/ lam,`, \ , , �,, `./ ` `, `` `. -` W6b W6b 6.46 20.00% 0.20 0.33 26.59 94.65 To Pond 4 \ \ . , t r✓ �' \``� , , `_ -- /' - - I`• / /;- W6 W6 9.70 20.00% 0.20 0.33 6.19 19.59 To Pond . ` �\`' 6 _q 57 t �_ `` `_ ,'-^ / ' -i :% .. / / / _ W10 W10 18.22 20.00% 0.20 0.33 13,86 43.82 To Pond 4 \ ` , a EXISTING TRIPLE CULVERT / = ",, EN1��25a --.�� _ ©...,/, \ •:-.........01----...--.X. \ POND - j�-?� `-�`' ... '%' ---_, j%I� ' �® /i��I 1� \• , - — -'= PROPOSED STORM SEWER/CULVERT 1LLJ �0�� PROPOSED MAJOR CONTOUR / 100.„....___,/ PROPOSED MINOR CONTOUR l— Q W11 W11 1.44 12.10% 0.15 0.29 0.78 2.88 To Pond4 I / • �- ` - # •�� \ \ , 258 ,_/� r- _ . \ I ) ```� ' ` ` ®, /� ' F% —'�� +" \ \‘-‘-s- \ \ I vI EZ _ _ - �- -_ _� —= �� , >.,•\...\\,.\\‘‘. W12 W12 806 19.44% 0.20 0.33 5.14 16.69 To Pond 4 ` _ ` , 1 CULVERT E2 - i v ♦ v-.,_ , / 253 / / ♦ , ' ` _��✓ , _ ,•v /' EN7 , , W13 W13 13.69 10.35% 0.14 0.28 32.66 112.63 To Pond 4 1 %/ , , A �� •I• •v\V• ��` , ` v �� , 't ,�' EN2 4�-\ CULVERT E3 • , . I -- IX‘S v`-� � �.--, `-� _� �._� r 1 A(� -- ( •�J% • v ‘‘...\„......•......... / -^, ` - �� , 1 ) I •�` ' 283 .�.�\ t ,• , , A \ ♦ X. l.J .r __ -_ . 1 V v ,♦ . `, / - ` \--'� �� `` W14 W14 179.18 9.22% 0,13 0.27 - 119.80 To Pond4 \\‘‘‘.., /. . \A• . ✓, \ EN4 �j� •, { ,�\; \ \ \ . I /, •t` 1 W15 4.66 2.00• 0.07 0.22 0.93 5.63 To Pond 4 __ •c' IMIFW15 `‘\\ `A `' \`\\ 'if —� ` ;EN2 I \ i ' ' 2 12 0.20 -- , ♦ - _ I - `• W16 w16 2.35 zo.00•� o.zo 0.33 1.66 s.zs To Pond S1 \ ` •�, `, i �7 'I ,''-I 1 �� 2'8 \,\, , ) ' ' r l 0.33 2s2 \`259' `A `' ,,,.` EN7 I \ <v ` `\ / ` `• `\``� ` ` / / j - , / , Si Si 27.67 20.00% 0.20 0.33 101.70 To Pond Si ,► \ \ > —••• ';//1/Z / J $•'S \\ \\, I 1` . Y= , �� \ \ , ` \, ,\ •\\\, 'N ` `• •/ \-.-\ ••••\•••• ` 7 OO / EXISTING MAJOR CONTOUR / 7OO EXISTING MINOR CONTOUR FLOW DIRECTION —�•—•�—•�—��—��—��— INITIAL OVERLAND FLOW PATH ------------------- CHANNELIZED FLOW PATH DESCRIPTION 52 S2 21.99 20.00• 0.20 0.33 107.40 To Pond S1 1 • . �\ > , ' "'-' 't�i�i� , `-- ..,-..-..-/ _ , , , \ A ' 18.20 0.20 , . , \ \ \ /////• /�`._ . A• ` \ l' `__. , ` O S3 S3 6.31 20.00% 0.20 0.33 4.11 12.98 To Pond S2 \ , `� tt , "G , I t^tt I \ ®< \ '� ` \ `. r . r . 279 N \ — A , \ / - •A,\ �1�� \\ • 1` , t • .` �' •`• \ `• ' • 0.33 \ _/ \ \ N. 1 ' •`, ••`\ ,\ S4 S4 21.13 20.00% 0.20 0.33 10.75 34.00 To Pond 52 w 1 t I ,. r • 1 / t \ \ . �`,��^ �\ \ \ ' ( • I \ • I \ \ A , \ 1 ` /.. • \ \ EN4 1 . \ -- / , A , \ -1\ \• I • \ • \\• ' ` \ \ , \ A • A \ t ` ,/ I I I 1 I \ 1�,1 \ \ • ♦� r , `, 260 1 I ♦ �_\ \ , S5 S5 9.16 20.00% 0.20 0.33 8.87 28.05 To Pond S2 r \ , , _\� _ _b.• �/ \ `\\ •, / 56 56 2fi.22 20.00% 0.20 0.33 29.23 92.45 To Pond S2 ,i,� , , l A V A, �\ \ d // ! i \ , 1 , \ • - /-2,A., jA t r ,. V A , G 10.86 0.20 �. / I_ ..• \ I .- l— / \ `F ` I 1 , ` • ` \ / r, /, t v v .;� \ \ 276 l� vI •280 A I , \_ 1 v t �C v v• , S14 S14 22.83 20.00% 0.20 0.33 11.80 37.31 ToPond 53 ,. �' ► •`� • ��` ��• 0.33 — f% / ��._� ��—�� • \\ „. ..././ \POND 9 +A / �� v r v S15 S15 23.29 20.00% 0,20 0.33 12.97 41.02 To Pond S3 •�vt""t • }�\I"t , -` I ,♦` vAvv�vA�� 1v\ / A+' \I �� '•, , I ` v V ` `, ` ' ` ` ` \ ` ` 516 516 2.85 20.00% 0.20 0.33 12.85 40.65 To Pond S3 �. • •- .•, � `\ "" t1` ` 3 ` ,` `^� \ ,`\`\\\` y\ I \ ' / ' , 't^` I •—_J, ' ' \ I t 1• \I \` \` , I \` \ ; D �r \ 517 517 29.19 20.00.6 0.20 0.33 23.30 73.68 To Pond S3 , -'-/ 1 E9 i - `--\\•\ \i • ,`\� ' I \ --' ,281,..., `. -,' / I /, �\ V •\ \ `\ `. i , _/'1 \ `. `., / , 51a S1a 3.70 20.00% 0.20 0.33 2.45 7.74 To Pond S3 •S/w ,--. ,\\ , 11` • ••••-.,•\ ` ♦ 0.20 0�' / / I r ./261 ' ' 1 , j , 1 \ , " C ` I i t t •\ • I III ♦_�\,`\\ \' Ae\\ CULVERT E4 CULVERT E5,',101/4" , 1 t j \ \ I \ • ` l S8 SS 1.93 20.00% 0.20 0.33 1.34 4.23 To Pond 54 _ �, // \, �, �_ \ /--„ • \'\'\`� ��,\\ ♦�6 0.33 ! L� _ `\ \ 1 0 •`\ 1\ `• `\ \ ' `. / , t `. `--_—/ '\ �'/-•`u _ `` , \, ` i _` ' ` t 59 S9 10.40 20.00% 0.20 0.33 7.88 24.91 To Pond S4 / \� \ / ` \\```,,�\�`\\`\ ♦ ••/ �\�\`\ ` \ • \ � 510 510 12.93 20.00% 0.20 0.33 13.00 41.11 To Pond S4 I / _ ^ + , , \ 7 > / EN3 \• \ \ 1 \ .\\‘‘,`,\/ `\ \ , ' ,, / / ..\\ \ `,� \ > ♦ EN3 `—, � I _= / l —-t , \` t ` ` ` ` Sli Sll 11.22 20.00% 0.20 0.33 6.93 21.91 To Pond 54 I - , „`t /,.�`,\ \\ / - ` �,, .ENS , I / / I ..\•••.111‘•`` , — — \ \ `\ \ ` `• — / r \ \• \ ` r 0.20 ,%. / / / // r • , , \ Gal \ 512 512 18.24 20.00°6 0.20 0.33 14.92 47.19 To Pond 54 , \ \\\\\\ ` \�, ©,. 2.21 t , , / / \ \ / l \ •Y1 ` `4I‘‘\. 513 513 72.83 20.00•% 0.20 0.33 38.11 120.53 To Pond S4 /, / \\ \„\` - \•_ _ , / / \ \A\\" A\„ ` • /- 0.33 274 I , - \ 273. z6z , / r`\ t ,I/, / / / \ \` \\‘` \\ \ x t \___ ` . \ 1 / \ \\\ \ , \518518 12.17 20.00% 0.20 0.339.4729.95To Pond S4 _ r /'\," -'i�I \ 1 , `/ / \,\ •\ \ \\ \ /- \ • 1 1 \ \ 519a S19a 2.21 20.00% 0.20 0.33 1.52 4.81 To Pond SS IN lill IN , , \ t\ \ \ , - , , \ \ \ , , - y 1 1 \ �\\\ ` ` , , \ \ ,N .� I 1 1 t , \ • % li 1 \ 519 S19 67.45 20.00% 0.20 0.33 27.07 85.61 To Pond 54 ` ` ' 1 ` • ` ` ` ` ' ` S20 520 60.16 20.00% 0.20 0.33 253.00 To Pond S4 , •\ . �� ES 1 ` - ''' / 1 I. \ , • , • \•\ • \ \ �'\ •, - ♦ VA \ V / �. . A . �, �, I I! \ ' AAA V ` `• A 1 ` `�. 521 521 7.12 20.00% 0.20 0.33 4.61 14.58 To Pond Sa ` \\ , 0.20 , • ` \ ‘'•\ , , , 263 / , '"� \ V \ 1 \ ♦ , V \ \ l , 1 t \ `. 1 \ ` \'.1k‘-\ t1 t 24.86 \ •♦ .\ \ I �' \ EN5 -. , 1 I �\ `�--,- ` REV. NO. aaaaaaaa 522 S22 17.11 20.00% 0.20 0.33 11.29 35.69 To Pond 54 , i ,• \ . \ 1 / • \ V f \ S23 S23 7.02 20.00% 0.20 0.33 4.07 12.87 To Pond S4 • ``•,\t, 1. I ,/ , ` I\.\-• •- 0.33 �\ , \‘‘‘,\,•., \ \ \ ` ` 272 \ . .`♦ \ \ , I , r, 1 I ' y 3.83 \'\ , ,. t I \ \ 1 \ \ 0.20 , •\ \ t l 1 t t , ,• / t 1 `t U1 U1 5.44 2.00% 0.07 0.22 1.32 8.02 Flows Offsite t',\ \ \ 271 - `� ` • ` ` ; •'` •\ •`. •, I , , \ , S r I 0.33 / `� -. / `A •\ \ / , 1 I 1 , , U2 U2 2.75 20.00% 0.20 0.33 1.93 6.09 Flows Offsite .. \� , , /'1\\`�A , '<� , , _ \ . \ , , \ \\ ` `•\` \\\ \ `264',........ ` �' \•`.� I•1 , r \ , , , / I I 1 1 \%%1 `� `,`�\ 1 / I I 1 I I j U3 U3 2.59 2.00% 0.07 0.22 0.66 4.02 Flows Offsite . ,°{ •>' vv _tA.� 1,1 \ ; `��.��-, \ �J��.'.....-_� /* 'I" , \`AA\111, t `, V\1 , I11 1 , I • \ \\,\ ` A / �i �� "�,►w�+fir `� ` �'_` . , , 1 \ 1 1 ` \ \ \ / I \ \ I \ EAST AREA . A \ r /_ ` \ \\1t\I • / 1 1 /�_\\. \\\`-`---'' \ . - \\ \\ /'�-�-- ` _- •0,00,0, _ \ GM .---,• \ 1 -' ' F1 F1 12.34 12.10• 0.15 0.29 5.46 20.07 To Pond E1 • �.•� 4\a \ 1 I/' , \�'•_ -.` \```` \,` \ --\ , ,-/ t 1 , \\ \ \ + , CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 DRAINAGE PLAN - EAST WELD COUNTY, COLORADO F2 F2 6.86 12.10% 0,15 0.29 3.62 13.31 To Pond E1 '�' �,• -� ` �`_ 12.34 0.15 \ / \ �zs7 .,' Z -..-2e;.-_-----1 , 111 \ ,,r t t , A `\\`� \ '\ ` ` `. , , , \ , `, E9 E9 8.26 20.00% 0.20 0.33 5.98 18.91 ToPond 9 , • ♦ 0.29 F1 \ "� ` /• •,\ `. ES2 , 1 1111,1,/, [ r , 1,,,11 -, • �- t V•\ \ \ , • , , / / i ` \" `, A , \ `. r / / \ EN1 EN1 3.89 20.00% 0.20 0.33 2.74 8.66 To Pond E2- . __ \ 270 " '' \, ., o /• e•\ `�. . \ ` ` 0.20 r, , , \\-1 • , ,`\`\-, / / .` ' ,11111.1•.%\2:---\\''/I.,---- ` / ,1,1, . -/ -.....-::::.,11'\‘\:.\‘‘\:\\‘‘‘‘\‘‘\\\‘‘•,/ \\1 , \ . \ ` / , \ ••\ EN2 EN 2.12 0 20.00% 0.20 0.33 1.47 4.64 To Pond E2 I • 1 r1\... - - , I \\: ' / ♦ . / I , 8.88 • t -._-_---1---- 0.33 -, / !I\`, 1`'i-:------- -, \. A . . / / \ `� -- .`- �� r . \ , ` .......____..../ ` ��j EN3 EN3 2.21 20.00% 0,20 0.33 1.68 5.31 To Pond E2 • / �� \ ` •\ \ \ vv 'v i �` Jyy � � EI . {` , `266 t _ - ••` / ` �" ---- 1\\I `\ `_` \ ♦ N` ' / /i A / _ .� t/ [,• y� ,,1\\ EN4 EN4 10.86 20.00• 0.20 0.33 7.08 2239 To Pond E2 ,,\\,\\•,, \/ ° . . \\. \" 1 \ ^ `. --- ' t1• ` i 1 ,♦t \ •\• ` \�`` ,I \ - 1, �g) ENS EN5 3.83 20.00% 0.20 0.33 2.60 8.22 To Pond E2 ;—�,\ V\ ,\•`,•\ \ \ \ \ •\A ‘‘ ` ' \` `•`\ \\ ! , \ ,V ` ` ` \` I 268 \♦.• ♦ \ . _,,, -- `•\ `.—, , ! __— ^ _ ^"\ 1111 1 \ \ 11\1,01\1,i 1 \ \ t , \ , \•\ \ 1 1\\ EN6 EN6 12.20 20.00% 0.20 0.33 16.55 52.34 To Pond E2 ` . A♦ / t ` , \\ \, �� _. , 1� I ` \' \ \ , ` \ A. \ V� • 269 \ `\ %., . ._ ` \ —\ _ _ . ` ' i' 1 j I1 \ ` \ `` \ ` ` U' \y1 I I,1 I At`EN7 \• 1\ ` \ • ,�1`t , I . 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UTILITY CENTER NOTIFICATION OF COLORADO ` ,. _ -`' `, •,/ • , ` - • I \ • '1 . \ ,`. ` , ; \ .\`,. 11' \ ` `,�`\ `-- \ \ \`,,,\` .,,•,, \ „„\,„,;,.,,,,,,..., I 1 \ 1 `,`s. \ `, \• • �" \ ,, \-,, 1 I ` \ \ X X ' `• , !I t \ 1 ` , 1 _,- I I ,\X. \ ` . ---- ; ,_ , , „ ,s ,,,,(, __._ -„ / /N \ \ \ \ \ \ \ I J r `` , • \ , , _ \\` \, `, ` , / X) • \ .� `\ , I \ •\\ 1 _ \ , , 1 \ \ `\ I ' `` `� \`,\`` `'' I I / I , .\ ` 1 I `', . ,1 wr, ` '-` - ` ♦`\ .` - 1 \ • I• `` / 1 I y / , \ .• , \ It \ ._. I1 %I , \ •,•,• \ \ • \ ................. \ . , A_ \ , . . , , \ `, \\ \ �'_ 11 II \ \ , \` \` / -V '\ y / �r �` \,` \� • -tom_ \ \ • \ .�•�`- .. , • \t \ `V I - \\ \ `• It , \ • I ,' , I f _ 1, , , i--- I `A U X111.' lI III 1111 �i i 1t, / I 1 / \ 1 \ ` ` / \ \ , // , \ / f I \ ; ; t, `\ l I ` \ •I \ \ \ \ \ \ •\ \ 1 (,--, ` ` . \ •, 1 . \ A , , • \\ •` \ ,` \` `` ;^,` ` A \ \ _ 4 i `A . ` `\ -•,....\,•,,,.•_, ``/ ` \ -\xj�, •\ 1 `t ► \ 1 \ \\ / 11\ ; i I\ ' 111\ ,--',,/// I ,� PL TAJ -�T 1/28/2025 „\ i `\; '`� •, \ ,•t / 1 -,• - � \ ii�_�_ / , , ,' `\ ..\ a�'� �� kll ,1 . 1 \ t1 ` ` ` `�_ ',, /_ \ ^ \` \` V ♦ , \ < \ 1 1 , , ,` [I tr`/1.,.n��'�I I ` \ ,‘ \..„.....4!... llyy\\•�\ t`1` •` � � \ / \ `�`\ I``, • .,� -' 1 I; , `\ / 1 `> >\ `\ I ` 1 • •♦:'.;:, • • • • ��i� `\77 • - \ `•-•••••••---.'''''s I �\ �` ` `` ��` ,\ \ / 1 __ • ``\\+`�`;\•\�•- 0 300' 600' SHEET NUMBER \'1i ,•'-�i/ • 11 1 300 (HORIZONTAL) D R2 114 141 , N.\\ • ' \ ,� '.`� � � ----........ \ � ` \. / -\ . � t ' / / _ \ / G RETENTION POND WI Q100 IN 355.07 CFS Q100 OUT 0 CFS BOTTOM 4884.5 WQCV 2.16 AC -FT WQCV ELEVATION 4884.82 100 YR VOLUME 40.96 AC -FT 100 YR ELEVATION 4890.09 1.5 X 100 YR VOLUME 61.44 AC -FT 1.5 X 100 YR ELEVATION 4892.58 SPILLWAY ELEVATION 4894 G• CID N N N / / •/ _ O - / "-' / /" -S`. / I /\ '`�:..... I / / / / / N N J 4905 / • '' RETENTION POND W1 DETAIL \ - ,/• / / / -'-- --- ---------------- -- ------ ' --�'" / / ;/ �/ /i /// i , I / / I './ ---------- ---- ------------------ ----- • '/ ,// /i / • / / r I / \ `- I / I / I / ti/ / 1 \ I \• \ \• ; '\ / N o \V // o G' 1 NIT / C / 's -.Ii ` ` - / // \ \o O\ \ N U 4905 - - / I \ - G-G� - G O \ - • • • \ \ \ -r- :J ` N , RETENTION POND W1 • \ `\ \ • N \ CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 365 FT PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4894.00 v\\ • • `\ `\ \ \I 1 -♦\ �`\ \ `\ `\ �; \ I . `\ `\ •\•\ `� i ` \ •`• \ \ \ \ ` , \ + ` \ • \ \ O \ ` \ I 1 • ` \ •`\ ` •, CS\ \ • \+ \ + \ \ `\ •. \ •\ X. \• \ , \ I \ \ \ \ \ \ \ \ \ \ \ \ ♦ , \ `\ `\ I \ \\ \\ `•\ \ •`I •` `• / X • • • • \ ♦ I , \ ,♦ ♦ / \ \ \ 1 •\ •\ \ •\ • • • • \• •_ _ _ \ 7 \-. • • • • • • /....-';,/....:_, __ __ __ __ __ __ __ : s. --...s.......:,,-....:,.....-----...:::„.....-....,..., • \‘‘::\ \\ \ • • N. \ s. \ \ \ / / i ill/i `\'\ 1 / / \- -`♦ \ / I //�/,/ // 1 1 1 1, IIIII ` 1 \ III 1 ,`I —_—/ / ` \ ( \ \I \\ I I `\\ \`\\ I `.,•-., •-•, \ \ •\\ ,\ N j `\ - ./ \ \\ N \\ I \ \ / '/.. \ 1 \ \ / \ f \ , \ / \ \ I I i f) / \ 1 I \ / / / + , I I \ \ I - + LO I I \ I. I I O , O I Ul + \ I 1 + O \ 1 \ I 1 ' \\ I \ ' ``` \\• ` \ ' \\ I /,•I/ i„; / 7 _ ___„„),, • • • • • • • • • • • • • • • • / • N. • • • TYPE "M" BURIED RIPRAP - • • • • • • • • • • ss • • • • • • • • • • • KEYMAP 100 00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) 41'S EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP w 0 DESCRIPTION REV. NO. UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 60' 120' mml 1" = 60' (HORIZONTAL) iTt cn< e r1C\IZ d° ZZIm- WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER PND1 115 OF 141 RETENTION POND 4 Q100 IN 96.52 CFS Q100 OUT 0 CFS BOTTOM 4831 WQCV 1.88 AC -FT WQCV ELEVATION 4831.78 100 YR VOLUME 16.57 AC -FT 100 YR ELEVATION 4835.08 1.5 X 100 YR VOLUME 24.86 AC -FT 1.5 X 100 YR ELEVATION 4836.64 SPILLWAY ELEVATION 4839.08 • `• \► • \ I `\ • `I I '`♦ I \`\ • 1'- / I co \ \ ` \ 1 I • , \'I • _\\ \ \ I y -,• \ • I • I% I \• • \ • dI-4 • • I - \ \ \ I• 1 • r n. ` , I \ \ \ • \ \ I \ \ • \♦ I I \ \ \ I • • \ \ • • •• \ \ \ , I \ `\ ` \ \ •I ; I \ \ • • \ I • \ • I \ I \ , \ I I I I \\ \ 1.II \ I It \` • XX\I \ \ ` 1 , I \ \ `•`•I I \ 1 I• I \ \ \\ , ` I I I I \ I 1 , I \` \I \ \ I I I I \ I \ \ • II I \ I \ , , I I I \ I I \ \ I I,, I 1 1 I •' ' \•` ,` `.` \ ,• \• ♦ \ ` •\ \ ` -` ` ` `\ • `♦ \ \ \ \ \ \ I ♦ \ \ \ \ \ •\ I \• \ I , \ ` \ • I I \ \ \ \ \ \ I \ \ \ I , , 1 \ I I \ \ \ \ \ I 1 I \ \ I \ \ `\ `\ \\ 1 1 \ \ `\ \ \ \ • I \ \ \ \ \ I `\ \\ \\ \ \` \`• `\ \ \ \• I I `• `•\ I \ I \ \ , `♦ \` \ I \ \ \ , \ \ \ \ I I I \ \ \ , , • I I `• I \`\ \♦` \\ \ I \ \ \ 11 \ \\ ,I •\I 11 \`• I♦ - 31 \ \` \ , I I 1 \ `•\ A I 1 \ V A , ` \ \ I \ ` • \ • \ II\\\ , •I I I •` •\ \ I \ I I II I • 1I 1 \ \ \ \ a) I I \ 1 I\ I •\\ \\ \ \• \ \I `♦` \\ I . ♦ \ `\ I ``` \ \ • \ I \ . \ \ \ , \ \ , \ \ I I I \ \ \ \ \\ • • \ \ \ G \ • \ \ \ \ \ I • I • • \ •• • • • \ , , \ , • • • • • • • • \ \ .• ♦ • ` RETENTION POND 4 DETAIL \‘‘ \ \i/,‘, ‘,/,:i:‘, :— / 1 1 /,‘,/:,—;:ii,".7.r. ° i „ /\ : : IL, Q "//u 1 lI 1-„\\‘„ -:1-, 7 - ` \ :1'. 1/1 -4831- ‘\NItl\\" 4*\1/4 .81 14 4_- 1(O _ RETENTION POND 4 -- - -__--_;-' --,; '-------------- ‘111:kiASkiNktNik%48.35 �,`�;� __ - __ __ __-- _N- • • • • • • • \ _♦ \ \ • G • • \ • • • • \ • • N • • • N N TG EXISTING CONCRETE WEIR SPILLWAY -/ \\ TOTAL LENGTH OF WEIR = 128 FT PLUS 9' WINGS ON EACH SIDE \ EXISTING WEIR ELEV = 4839.08 \ \ • \♦ \ I \ • • • \ I • • • • • \ • • • • • • \ ♦` N • • • • \ • \ \ • \ S. \• • --- -- I\ i' S. \ - •`• I • • - ' , \ • ........ • 1 \ • . \ \ • \ • • \ G \ \ \ s / N N • G G \ • • G\`' G '.C3 G__--- G G• • , o `♦ G • • • • \ • • • \ 7\ \ I • • • • • • • • • • - • • • • — • / • / K, \ I I \ • G --- \ • / N KEYMAP r- 100.00 "777 - I t LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE W' EXISTING WATER LINE OF EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE 0000000o0000000o0 > o 0 0 o a o o o c goo 000 No NooNo?< NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. <4.14.14.14 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO J I- W 2 0 O Tr Z 0 H Z O LW o Nz bo °ZZH RUz W zW-�W So_Ew WELD COUNTY, COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) PL TAJ 1/28/2025 • SHEET NUMBER PND2 116 Or 141 \ \ / \ I 1 1 \ r I i< • I 1 1 `♦ 1 1 I I I I I I I ` I / I I 1 \ I 1 I ♦ I \ ` / I 1 `\ •` `• I ♦ ♦ I • • • \ \ \ 7 I I 1 1 • \ \ \ \ / ` • `\ 7 ` 1 1 `I ' I I \ \ ` ` `, `, 134 \\\ , ,/' ♦ ♦ `, ` I I • • • • • • X • X -3- • • • ? • I 1 \\ 1 1 1 • I \ ` ` 1 \ `\ `\ `\ \ \ `\ `\ ♦ \ • • • • I I I I • • • • • • • • • / • N \ I I \ \ `\ \ \ \ \ \ \ \ \\ `\ \\ • • • • I • I I • • • • • • • • • /• • / / I I I \ , I • • • • I I • • • ‘‘: • / / - - I ,I • , \` \`•`\ \ \\ \` \\•\:::‘\::::\:\\•‘::\‘‘‘‘‘\::‘:::\\:‘,‘. \ `\ `\ `\ \` ��9 `\` • • • • • V • • N • • • • • • I 1• -_ • • • • • I • • • • • • • • • • I • • • • • /s..\\\*‘‘....:.\ %:7‘ '‘...... • • • • • I I I ` \ \ ` • \ `\ N `\ `\ `• \ `♦ N ♦ \ `\ ` CS \ \ `\ \ \ ` \ ` ` \ • • • • • Ix • • • N • 1 I `\ \ `•`\ \ ` N ` ` ♦ `• •♦•\ ``•`•`\ `• `\ `• ` `\• `\ • • • • • • • • • r. I•\ \ \•\ \`♦ `� `♦ `♦ . \•\ \ \• •\ \ \ • \ \ `� \ • • • • • • • I • • • • • / • It • • • • • I • • • • • • • V • • \ ` \ `♦ ♦ ♦ J \ 1► \ \ • • • • • • • • • • • • • • • \ \ \\ \:7 •:\ V: LC): \'‘.‘ \•\‘‘ \\ •\ • • • • \• • •\\\ \\`• \ \ \ \`\ \/ 11• \ • N • •• • • • I • • • • • • • • • • I / ♦ \ ♦` \\ `♦. .\ •„,_ .♦♦` `♦♦ `\♦ \ `♦♦ `\ \\ \\ N \\ ` 1 I I I \ \ `♦. • • • • • I I I • • • • t 7 • I I • • • • • • • N • • • • • • • • • ♦♦• s♦•♦ ♦ ♦ \ \ V \ I • • • • • `\♦ N `\ `♦ `\ ♦♦ N `♦ `♦ �`♦ `\ ♦♦ `•\ ` \ ` `\ I I I I 5 I \ `\ • • • • • • • I • • • I • • I I • • • • • • \ \ ♦ `♦ ♦ ♦♦ N ♦. '•• . ♦ \ �� \ `\ \ \ ` \ \ \ 1 I I • • • • • • N • I • • • • • \♦ ♦♦ S. ♦♦ ♦ ♦♦ ♦♦ `♦ \ ♦ \ \ \ \ \` •\ \ I i I 1 • • • I • • • • • N • • N • • • • • • / ♦ ♦ \ \ • • `\ N ♦`♦ ♦`\ \`♦ `\ N \ `♦ `♦♦ ♦♦♦ ♦♦ \ `♦ \ \ \::::::\\:\ \ \\ \ 1 ; I \ • • • • if I I • • ••\:‘::\‘ • \ ♦ . \ • • • • • ` ` ♦ ♦♦ •••.„ G� `♦ `• ♦ \ \ \ \• \ ` \ \ • \\ : 2 •/''__. ♦•``� ♦• ♦ 4925 `♦ `♦ `• \ ` \ • ` ``\ `\``\ \ \\ ``\ \`\ ` \ i/lI • ♦ I • • •♦\ i /• �� \ \\ \ \ \\ \\• ♦ \ \ \\ \ \ \ 1 \ `'‘••\‘‘•\\ `` \ ` \ \ `` \\\\7:\\\7\2\1\\:‘7•1 \ \ \ \ \ \ , \ `♦ • N • • • 1 / 1 • \•\\ 1 I / / 1 ♦ \ 1 \ \ \ \ 1 ` ` \• \\•\ \ I `I ``\\ ``\ 1 \ \� \\ \ \o \ .t \ v RETENTION POND W3 Q100 IN 34.79 CFS Q100 OUT 0 CFS BOTTOM 4891 WQCV 0.23 AC -FT WQCV ELEVATION 4891.37 100 YR VOLUME 2.24 AC -FT 100 YR ELEVATION 4894.04 1.5 X 100 YR VOLUME 3.36 AC -FT 1.5 X 100 YR ELEVATION 4895.20 SPILLWAY ELEVATION N/A RETENTION POND W3 DETAIL \ • ♦ ♦ N •\ \ 132 \ \\\ \\ \ , I 1I \ \ I I , I I I I I I I I ♦ / / , / / I \ , , / I \� I / / / ,/ / I/ / / I I I I I /, I I I I / I I I I I I 1 I I •1 I• I / • ♦ \ \ / I ` \` `` \` \`• \• - --- • / I I \ \ \ • \\ \ \ ` •♦ •\ \ \ I \ \I `` \\ ` N \\ • \ \ N • \ • \ •• - •`• ` `\♦ N \� \ \ \ \ •` • \ . \ / I \ • \ `• 1 ♦ \ • .\• ♦ ♦` • ♦♦ ` - ✓ , - % / ` , 1 I ♦• • • • • N• • • I / II / / •I •♦ ` \ ♦ ♦ / I I / / / I / / \ \ • - / / I `I N • ` `♦ ` / / 1 • I / I \\ N `♦♦ ``♦ `♦.-------''' /' / / / I I I / \ . / / I ♦` • s``• `` '' / / I I I I / \. \ \\ `." — /' /' I / I % ♦> \ •` • -` '' / / / I / / / \ •/ / / / / / \ \`— I I 1 I I / 131 I f I I I I / / I I / I, I I I l / ♦ / , I I / °\ / / / I I I I / I I / I I 1 / / •/ • / • •••••.„,../ / \\ / \ / • .\ —' • • \ \ \ \ • / / / / / , / / // / / ••••• I / / , /' / // /' / / • I // / / / I ♦ I \ I \ I \ \ \\ \ I t I I / I I / / / I l I / / • \ 1 • \ V. / / I I I I / I l / •/ / I 1 / I / I / 1 / I l / • ♦ • \ `.; • • • • • • • • • • • • • • I / • / \ ♦• ( / • • / • N N • • • I I / / • • ♦ N `♦ `\♦ ♦♦♦♦ ♦♦♦ \ `♦♦ ♦♦♦ `\♦ `• ♦♦ • \•1 !! • • • • • • • • • • • I I I • I / III I / / / • I • • ti ♦\ \\\♦♦_♦ ` ` \ ♦` `...... \•••,,, `\ \ `\ \\ `♦ `\ I I • I I I I I , \I /� I I I / / I • • \\ @` \\\ `\ \\ `\ \:1‘'.•\?•\:‘'.‘ `\ \` \ \` `\ 1 1 ` ` \ \\ I % 1 / • // / \\ `\ \ `\ `\ `\ `\ \` \` \\ ` `\ `\ 'S \ \ \ `\ \\ i! i i I I 1 \ \ \ \ `•d \ \ \ \ d . \ \ \ \ \ \ ` \ Cal I I 1 I / \ \ \ `\ `\ `\ `\\ O \\\ \\\ \\\ \\\ CSC \;\ \� • \ `O\ \`\ \`\ \\ \\ \ I '\ 1 \ I / / I / 1 \\\ `\ \\ \\ \ \ \ \ `\ \ `\ `\ \\ `\ \ \\ \ \•\ \\ \ \• \• \• • V • \ \ • �• / ,.1 \I \\ II \ \\ \\ \\ \\ \ \` `\ `\ `\ \ •\ `• \\ `\ \ \ ` \ 1 ' \\ \ \\ \` \ \\\ \\ \\ \\ \\ \\\ \\ \\ \ \ \ \ \ \ \ \ \ \ I \ \ ♦ \ II II \ •\ \\ II \I \ \ \\ \\ \\ \\ \ \ \• I 1 ,1 •1 I \\ ` \ ` \\ \\ \`�{ \ I \ I I \ \ `\ \ `\\ \ \ \ ` I I I \ I \ \ \ \ V I 1 V 1 \ \• I \ I \ 1 \ \ \ I I I \ • \ \ \ I I I \ \ \ \\ \ /�I I I C` ` `I \ ) I I \ \\ • \ N I ♦ \ \ \ \ \ I ♦ \ I I \ V I I I N 1--'I I \ 1 1 \ n 1 I I 1 I 1 1 1 �/ 1 •1 - I 1 I •1 I I 1 1 I 1 / / I / 1 / 1 1 I I 1 I 1 / • \ \ \ •♦ \ \\ \ \ \ \�`\\``• \\ \\ \ ` ` ` \ `\ `` `♦ `\ \ ` \ I V \ \ \ N. \ `• ` ` ` 11 \\ \\ \ \\ `` `\ \ ♦\ N `` \\ `♦ \ ♦ \ \ ♦ \ • 1 \ \ •`3,1 ♦ N •\\ \ \ \ \\ \ `♦ •`` •\ 1 , \ \ \ `\ `♦ `♦ \ `` `♦ \`. O 1 I I I 1 \• \ \ ` \, \ \ \ `♦ `♦ `♦ `` \ \♦ \♦ `♦ `\ N I 1 \ \ Q ♦ \ \ \ \ \ \ `♦ N I 1 `\ \`• l9] \` `\ `\ \\ N `` ♦` •` `\ \ ` \ \ ` \ N ♦ / 1 `♦♦ `♦ �\ • `\` \ ` `♦ \ `♦ ``♦�`\ \ \ ` ♦ \ . . \ \ \ \ • • • •\ 127,,• •♦ `\ \ ♦\ `\ ♦ Ns. I I \ I I \ ` \ `♦ `\ `` `\ \ `♦ `\ I ♦ ♦♦ ♦♦ N. ♦♦• \` ♦\ . \ \ \ \ \`• • \♦. \` N ♦♦` ♦\ ♦`` ♦\ \ \ 1 `• ` •` N ` • ` ` `( `\ ♦♦ ♦♦ \ •♦ `♦ \ • • 1 `♦ ♦♦•♦`. • • ♦ I I—_ ./ A RETENTION\ POND W3 I \ \ \ ` \ ♦ ♦ ♦ ♦ O • `I \\ \ \\ \\ \♦ \♦ Os\\ \ \♦ • ♦♦ N ♦ — • • • • N — — - \ — - - - \ \ — — ` — -----_ \. \ • \ --- •`♦ \ — _---- • ♦-• \ • / / • • I 1 1 I / / / / / /'• 1 \ 1 1 1 1 1 / • ♦ ♦♦ • • \ 1• 1 / / / / / / / / / • /' 1 • •`` N. \`♦ N ♦♦•♦` ♦`` \♦ \‘‘ \♦ \♦ \ •♦♦ •` ` \` ♦♦ • \ ♦ \` \ -- N •......... ♦• ♦ ♦ \ ♦` \♦ ♦♦ ♦♦ \ • ♦ ♦ \ ♦ • ` -- ♦ ♦ \ \ N. ♦ ♦ \ • • ♦ N• \ ``♦ N `♦ `♦ ♦\ ♦♦ \ ♦♦ •♦ ♦♦ \ • ♦\ \ • \ \ \ ♦ \ `♦ `♦ ` `♦ 5F.'970‘•• ♦♦ \ \♦ \\ ♦• •N •♦♦•♦♦ %‘„ ♦ ♦\ 1 `♦ \ ` \ `\ ♦`♦♦- ♦ ♦ `♦ ♦� ♦ 1 1 N \ \ ♦ N •`♦ `♦ ♦ \ \ `\ `\ `\ ♦```♦ \ `♦ `♦ ``♦ ``♦ \ I I\ N \I \ ``♦ N ``♦ ♦`♦ `\ `\ I\ N \ `\ ♦♦ `♦ \ `♦ \♦ `♦ `N \ \ \ ..••••-•,• --.•♦ •♦ sz \ \ •\ \ `\ • ` `. 97 •`. • ♦ `\ • \• S • ♦• N . •♦ \ •♦ ♦ \•--• N •` • N �� N \ \ • `, I `♦ \ ........'".--.--*•._ - '`♦ 7 ♦ \ \ `♦ • I ♦ \ / ♦ J \ • ` \ • \ N. I V — / `♦ \ ♦ N.\ ` ' /' ♦♦ \ N / • / I \�----- 1.1 s. ...... `\ N \ • ♦ ♦♦ I ,� .♦♦ ♦•♦ • / / \ • , \ •♦ •\ \ / I / `♦ 1 `♦ I\ \ // -/ ♦ ♦ — — -' '' /' - -_------- 4975 -- ``I I �_ ♦ \ I 1 I ♦ \ \ \ I .♦ ♦ \ / • • •\ \ 1 `♦ \ / / \ 1 1 `♦ ♦. / I 1 ♦♦ `♦` \ ♦♦♦ / J I 1 ♦I I • ♦ ♦ ♦ \ \ -- ♦• • ♦• ......''.....: • • • S. • • •�• 9♦• • •♦1 ♦• / • `\ ••\ _ - - - 4915 ' _—'"-___----- ♦ • `♦ `♦ `♦ 7 ♦ ♦♦ ♦- I ` ' -_• • • • • • • • :--- -, \ o / • / ♦ • / /"• 1 / _ , ♦ I / '� / `♦ • • • • • • • • • • • • • • • • • • • • I • • • • / • • • • • • • • • • • • • • • • / • • • • / • • • • V I I I • • • • • • • • • • • • • / • I I I • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • ........ ___/_____•-•__ i - ___- - - - . • . , ..... -...,.. '' ......' ....." : „:::::, .........................:: i i i 1_ i ..........i ___-_- - ................... / / / / / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N • • • • • I I • • • I • • • • • • • • • • • • KEYMAP r- 100.00 LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO UJ O DESCRIPTION REV. NO. <4444444 •TE I CI Hm 0 r1C\IZ d0 '5<rrlz Roul 0 • • • • mml WELD COUNTY, COLORADO PL TAJ • SHEET NUMBER PND3 • RETENTION POND S1 Q100 IN 107.38 CFS Q100 OUT 0 CFS BOTTOM 4915 WQCV 0.82 AC -FT WQCV ELEVATION 4915.21 100 YR VOLUME 12.46 AC -FT 100 YR ELEVATION 4918.06 1.5 X 100 YR VOLUME 18.69 AC -FT 1.5 X 100 YR ELEVATION 4919.43 SPILLWAY ELEVATION 4921 30 1 \ I 1 1 I 1 • CULVERT 20A / 36" FES INV: 4917.00 / 36" FES INV: 4917.00 CULVERT 20B II • • • • • • - • • • 29 • • • ` 19j0 - • • • • `I\ • • • • • • • • • • \- ` 28 "` 5_`. . • S. • • ♦. • `` -79 • , •. ♦ • 3S . 1 S. • \ ♦ • \ ..• -\ N `.• • • \ • • • • \ `\ •\ \. \ • N. '`• \\ ` • • • `\ • \ 36" FES INV: 4915.00 36" FES INV: 4915.00 N RETENTION POND S1 DETAIL N`• N. N. N `♦ ♦ `♦ `� \ `♦ • S. \ • \ `♦ \ N .• • • • • • • \ .♦ \ `♦ •`♦ • N. •`• •` S. `♦ S. • N. \ • ` `♦`♦ \` `• •• . s, . t/ ` _ ' `• `. \ `. `• S. • ♦ !• • \ •• • `•. • • `♦ `♦ �`9 •` `. `. r • / .` .`` •`` �s ♦• . ••` • ^•.. • • \ .NN. 1 /f -`♦ \•\ \\ `\ \ N. ` 1 -....• N. ♦ N. N. • • ♦ • S. `♦ �9, S.N. • •♦ `. O ` \ \ •- S. '\ ♦ \ ' `. `\ \ ♦ \ `. . ` - _ ``• `\ •♦ • `• \ `\ \ . `• \ .. S. \ \` • ` . \ \ ♦ • \ \ •...„ ..\ • 31 \ \ \� N • ••\ \• N \ --- 57 \ •`\ • • \•\•• \\ `'s•` •` \. •\ • S.• •`♦ • \• • ♦ • • \• \ N • \. \\`•\\ •\` • --- \ \ . ` \ ` • • • • \ N. ♦• • •• • \ \• \ \ \ \ • ♦ . \ `♦ `. ♦ \ ♦ `\ `'S • \ S. S. \ • ♦ • •\ \ • • • ♦ \ • `. `• N. `N. � `• `` • `\ N. `` S. `.` \\\ \ •` • \ • ` •♦ • • N . `� `. ` \ S. \ `♦ `. •\ `. • `. `� •`. `\ •V •♦ `\ `•♦ 37 S. •• S. 9�O `\ `` �`` •`` 9� `` `\ ` •♦` cp . S. ♦�♦ • `` ` .N. • .S. . N �`♦♦ `♦♦ `♦\ \ •• • S. \ • N. N. \ •\ N. \ • • ♦ \ • • •• •` •` \ ` • N. �` •N. N `. `\ `` `\ \ ♦.• ♦ ♦. S. \ �` • .\ \ \• • •.• •.\ \• ♦ • \ \ ♦\\ `\\ ♦\♦ ♦.` \ \ ..♦ `•`` `♦♦ `•`` N. ♦♦ ♦\` S. \\\ N. • ♦ ♦ ♦ S. \ \ . S.• `\ `• `\ \\ . . `‘ ♦ • \ N •\ `. • • ``. N `• S. `. `♦ \ \` •`. •`• `♦ `\ •` • • • N. ` • \ `. `♦ `♦ `. \ •` `• N. . `. `♦ N N. .• \`♦ N. ``\ ♦ • \ ` `.♦ `♦ `� \ `. `• `\ • • \ • ` `• • • �\ ,• \ \ • \ % • • • • \ • N • \ \ \ • \ \ \ \ \ S. \ \ \ RETENTION POND S1 I ,\ \ • • • • • \ • \ `• `. \ `\ ` \• ♦ S. ♦ \`•\ \\ `� `\ \ • • 19j0 \ •\.` \\ •\` • \` \ S. \\ •_ ---- \ ` • • ` \ • •` \ \ •\ \ • - \ \ •\ . \ \ ' • • • • . • \ •\ \ \ • \ \ ♦` ` • \\• . \ `\ • `\ \\ •\ \ •\\ O`• ,N ♦ • \\ \ ♦ \ \ \ • \• 32 • �` \ \ \ • •\ 1 ` N \ \ . - - `\ • \ \ • I `\ • •\ --- \ • \ \• ` �• / \-'-. `. \I •\ \\ •`\ • •` • • / ` • \ 1 \ • • \ \ •• • • 1• • • 1 \ I • \ \ I I • ` I I \ • \ • • • `\ `\ I I N \I I\` 1 , 1 , , 1 I I 1 , I I • I I 1 • , I r I I 1 \ • • 1\ II • • • \ % II I ` I \ \ \ \ / r I I I •• 1 •\ / / I • , -' / \ / I • • • . • IN" `` • `. • • N \ `` `. • / • • • • \ S. S. N. ♦. \• ♦` •\ `\ \• • \ Q9 `• `. `. •`\ \ `\ `\ `\ •`\ • `. \ • •\ • •. 5. • •\ \ \ \ • • \ .\ .\• \ •\ N \ • \ • I \•\\ ``•\` N. •\ `.\ •\ \ \ • \ • \ \ • • . \ ♦\ \ • \\ •`♦ \ \ • 1 • N.\. \ •\. •\\ •\ `\ •`• \• •\• S. ♦ • • • •♦ \ \ \ • 1 • 1 `. • •\ N. •. •\ \ \ 1 • I • `. `• .. \ . \ \ \ • \ \ \ 1 • 1 1 • \ �•• `\\ `.\ `. \ `\ `. \ \ \ • ` 1 `•1 • • • • 27 I ••\ `. `` \\ \ `• ` \ `\ \ `\ I \\ \\ S. `. `\ • \ •` •\ \ \ \ \ I • 1 1 • • • • • \• 1 1 Qs • `• • `\ • `. • `• \ • `\ \`• • \` • \• \ 1` `` I• • / \ ` • . • G) • • • • • • • \ • \ • • • • • • \ \ • \ G) • \ • • • •\ • • • • \ \ • • \ 1 1 I• \ G\ \ • \ • \ \ \ \ • \• \ • \ ♦ • \ ` \ \ • • \ • • \ \ 1 •\ \ \• \ \ \ \ ` \ \ .\ \\ .\ \ \•\ \\ \•` \ \ \ • • \•\ • \ \ `• ` ` \ \ \ \ Q \ ♦ • \ \\ ♦• \` \\ `\ `\ •\\ ,. ♦ `• • \ \ \ ' • . • ♦ • \ • \ ♦ \ O• \ \ •\ \ • \ \ ----- • \• \ \\ \ ♦ \ \ \ ` \\ `\ `\ \ `♦. `♦ \ \ \ \ ` ` \ . \ S.• \ ` \`\ `\ \\ \ `. • \ \ • • • \ N. • / • \ • '--- \ • \•\ \ \ \ \ `• • •\ • \\ • N. `• `\ N. \ . • • ` • • 1 • ` I •` • • I \ ` - ` I ` `\ \ ♦ 1 ` \/ • • ......... .... ....'' - "\ • • • `\ \ \ \• • • / / \ \ `♦ r �/ \ • ♦ \ \ \ • / `\ `♦ `• `\ •\\ ♦\ .\ i i 1 / \ - ••` / / •\ , • \ / , \•\ \ N -/ / _-- / `\ •`� '. '•. \ �`. .'-- ♦ \ •♦ . •. \• ♦ - r • • / / / / / / / / / /' / \ \\ •.... / \ \ / \ `. •\ ' • `. / \ / - • , \ `\ I • \ .\ \ \ \ I \ \ \ / \ \ \ \ \ / ` `\ \ \ \ • /• \ • • ` / `. \ \ I ` ` • • I F. \ ` • \ \ \ 1 i �/ `♦ \ \ \ ' ` ` ` ` \ • • / , . \ \ \ ` • \ `, / `• • \ //\ • \ / ' / \ \ \ ` / / / / . , ' • • • .. \ \ • N CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 105' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4921.00 \ \ c • • • • • • S. • • • .• • \ \• --- \ • • - . • •\• \• • •\ \ \ \ \ • \ - 4935 - \ ___ • • • • • • _ •\ ♦\ - ... -- ------------- • `• \ • • \ �.\ • \ • • \ • _ • • • N. TYPE "M" BURIED RIPRAP D50=12" • N • • • • • / • • • • • • • 4925 492 • 0 • • • • • • -1 • • O O • • • KEYMAP 100.00 / LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP 0 50' 100' 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 1" = 50' (HORIZONTAL) wci lil O (7) r))c\iz do ozzim I(<0 -)z ,c7) .=, 61-LI=1 Oo_Lice WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER PND4 118 141 • RETENTION POND S2 Q100 IN 89.46 CFS Q100 OUT 0 CFS BOTTOM 4887 WQCV 0.61 AC -FT WQCV ELEVATION 4887.69 100 YR VOLUME 5.72 AC -FT 100 YR ELEVATION 4892.03 1.5 X 100 YR VOLUME 8.59 AC -FT 1.5 X 100 YR ELEVATION 4893.82 SPILLWAY ELEVATION 4895 • •` \ �`•` ♦`• ` ` ♦ ♦ `• `,\ �a ` ` • `♦ \ `♦ ♦ ` \` ` ` • . . ♦ • • • ♦ ` ♦ ♦` ♦♦ �` .` \ ♦` ♦ ♦ ` \ ♦ ♦ ♦♦ A • ♦ \ \ 185 ♦♦ \ ` `` • • • \` ♦ ♦ . \.•♦ ` ♦ ` `.\ ♦ ♦ ` \ ♦ `•\ ♦ • .• • ♦ ♦` • • / / • CD / / / / / • • r4---------- ------------ • \ • • ``♦ • • • • / / / / • • • • ♦ • ♦ • • ♦ • ♦ \' ♦ ♦ •`` ♦ ` \ ♦ ' \ • • -------- N • • • • • ♦ • • • • • • • • • 1 ♦ ♦ ♦ • • ♦ ♦ 1 ♦ S. S. • • • \ \ \1� 4900 4895 / . .`` / 1 • / RETENTION POND S2 DETAIL • • • • • • \ . \ — ♦ • ♦ ♦♦ N. ♦ ` ♦ ♦ ` ♦ ♦ ♦ ♦ ♦ ' N. \ ` ♦ —5- / /• ♦ ` ♦ S. ♦ ♦ ♦ ♦ \ . - / 1 ♦ ♦ ♦ \ `♦ /' \ ` ` ` -- ♦ ` ♦ • ` S. ♦ ' \ • • ♦ • • \\:.‘ `♦ i ♦ `` ♦♦♦ \ ``‘N\::\ ♦`♦ i '♦ \ ♦\ `\ ``♦ `♦ \ ♦ ♦ `� \ ♦ `� `� ♦♦ \ ♦‘‘‘‘•:1:1.\ `♦� ♦ ♦ ♦� \ 4905 I I ♦ ♦ `• ‘\ \\\ \ \ 1 • 76 ♦♦ \ ♦` ,` ♦` ♦1 \ ♦\ ♦` ♦` 11 \\ ♦♦\ ♦ ♦`I n O5 • • ♦ ♦ 1 ♦ 1 ♦ 1 1 \ '• • • ,r \ '`` •♦♦` ``` ♦, ,\:‘,\‘‘‘‘‘‘` `•`'•`,•♦,•\ \‘‘'1♦ '' ''1 • `` �' ` ''♦ ''S ',♦ '' \ `•♦ '`, '', '', \ '', '♦ `, '\ `I \ ` \ '♦• •` \ `� `♦ 'S '♦ \ • ♦ ♦` \ \ \ ♦♦ '� ', `♦ \ ♦ 11 • i/ ♦ • ♦ \ • ♦ ♦ ♦ ` • `♦ ♦• ♦ \ .\\:•\:01:\ ♦` ♦ \ ♦♦ • '♦ • `♦ • `♦ \ '♦` ♦♦ ♦♦ \ i / • • 1 ` 1 I \I 1 ♦ ` \ ♦ \\ ` •` \ ` '• ` ' \ i 11 `%• 1`I ' ', '' '1 '♦♦ \ 1` `♦ '`♦ 111 \ `I `` '1 `` \ 1 1 • ♦ ` ♦ 1 , 1 •♦ ♦ ♦ \ 1 \ ♦ , 1 1 ' \ , 1 • ♦ \ N. ♦ ♦ ♦• • 1 • ' 1 \ ♦ I 1 ' 1 ; 11 1 \ ' ` '\ \ '♦ ♦` ♦ '` \ `♦ 1 S. I 1 • , •♦ 1 \• 1 I \• 1 • I I \ 1 I 1 1 \ ' I i \ •'1` ``` ``� ``� I I 'S I i I 1 I 1 I 1 I \ ' / / 1 ' ' 1 ``. •`� ♦1 \� `': `♦ '. ,`� \ I / I / / � I 1 \ // / ( / I 1 1 / / I I ♦ 1 ♦ \ \ I• ♦ ♦ •♦ ♦` \ ` �`-- ♦ `• ` ----- ♦ ♦ \ `♦♦ 7 \ • / • • • • It • • • • • • • • • • • / / • • • • • • • • • / / • • • • • • • • • • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • • • • • • • s. 189 • • • • • • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • • • • N. • • • • • • • • CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 81' PLUS 9' WINGS ON EACH SIDE •. WEIR ELEV = 4895.00 • • • TYPE "M" BURIED RIPRAP D50=12" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 199 • • • • • \ • • • • • Os • • • • • • • • • .5 • • • • • • • • KEYMAP 100.00 / FC OH LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 50' 100' 1" = 50' (HORIZONTAL) fL) g (2ZZP w•gl lil CA O a. WELD COUNTY, COLORADO PROJ PL CHKE DATE 1/28/2025 SHEET NUMBER PND5 119 141 RETENTION POND S3 Q100 IN 87.21 CFS Q100 OUT 0 CFS BOTTOM 4889 WQCV 0.75 AC -FT WQCV ELEVATION 4889.90 100 YR VOLUME 6.93 AC -FT 100 YR ELEVATION 4893.60 1.5 X 100 YR VOLUME 10.39 AC -FT 1.5 X 100 YR ELEVATION 4895.06 SPILLWAY ELEVATION 4896.25 30" FES - INV: 4897.25 - J I/ ,-.-- / I / // / ' / / I / • lit I / I I I I I / 1 / / I / / I 1 /' 1 I / / / ' / / // / / ' / / // / / / / / / / / / / / / i / / / / / / ' / / / 1 / 1 ' I / , , \ ,/1 I 1 ' 1 \ , / 2 , , \ , 1 , 1 ' I I 1 .- • 1 I ` ' //"' ` 1 / ' / I / 1 I ' - I /, I , ' / 1 - / / I I " / / '/' . ° 36" FES / , 1, / INV: 4893.64 / / / -- 1 / I / ,/ r ) I ' I 1 / / / 36" FES I ' / / / INV: 4893.64 1 / / \ •/ 1 / I I l I , 1 1 / / 1 I I 1 1 1 I \ 1 1 1 I I / I 1 \ 1 / , , 1 1 \ 1 , 1\ / \ I I \ I 1 I •1 \ 1 \ '• \ I 1 I / \ / 1 1 I / \ I ♦ 1 \ °•`. \I 1 \ / `• \ 1 \ r^ ` ' i J 1 1 1 `I \ 1 ,\...)\\ ,, 1 \ 1 ♦ 1 \ \ I ♦ ♦ 1 I I / ♦I ♦` II \ILO 1 ♦ \ ♦ C I ♦ ♦ ♦ ♦ o \ I ♦ ♦ \ ♦ ♦ I • ` \♦`` • t`\ \ `I \ ♦ , / `♦ `♦ I• I I♦ \ •♦ ♦ ♦ ♦ ♦ ♦ ♦ \ ♦ ♦ I ♦ ♦♦ 1 ♦ ♦ I ♦ \ ♦ ♦♦\ / ` ♦ • ♦ I • / ` I I \ / ` 1 `, `, \ • \ 1 • • • • • I ♦ ♦ ♦♦ • ` `, I I ♦ ♦ I • ♦ I ♦ ♦ I • I V• \ • \ ` • \♦ ♦ `. ` ♦ . I ♦ I • • \ I 1 1 / 4905 • • • • ♦ ♦ ♦♦ • ♦ • • / ♦ I J RETENTION POND S3 DETAIL 30" FES INV: 4891.00 TYPE "VL" RIPRAP D50=9" Lp=8', W=4', D=1.5' 36" FES INV: 4889.00 • • RETENTION POND S3 • • .I I CONCRETE WEIR SPILLWAY \ TOTAL LENGTH OF WEIR = 55' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4896.25 • ♦ • ♦ • \ I I ♦ • • ♦ rt • I I • I `. • _ •` I \ • ` ``• � `• • `• • • X `♦♦` . I ♦ ` ` N `. ♦ I ♦ S. \ ♦ ♦ `. • • \ / --- `\ \ `I I ♦I I \ / \ I \ ♦` \ •♦•I I 11 / .' '. ` I I ♦ / `� • • •`. \♦ \ \ / I rte' S. ♦•• . \ I ♦ I • / • / / // /". V ♦` ` • • • \ X X I • • • •`I ♦ ♦ \ 1 , , / N. ♦ • /I C3• 1 \ \ / / • • • • • • • • I • • // // \ I , ♦ • /\ I 1 I " 1 \ ♦ • ` ♦ I I ♦ 1 / ._- I • \ \ ♦ ♦ \ I \ I \ 1 1 / / I \ \` • 1 11 \ \ \ 1 \ 1 1 , \ • 1 • • • . / / I I .` 1 I I \ \ \ 1 • • 1♦ • ♦ • • \ • ♦ ` S. ` `♦• -`CP I 1 ` c_9 ♦ o 1 I `♦ 1 I 1 \ ♦• ♦ • `. \• \ .� .� I N /; ♦♦ / I`♦ \ • ``. 11 • ♦ •I `S. • • • • • • ♦♦ 1 ♦ I • `. I / I ♦ ♦ 1 ' ♦ `♦ 1 ,' / ♦ ♦ I ,- I / 1 .' /' I 1 `♦ / / / ' / / COUNTY ROAD 32 ♦ .- ` . N 1 �___ • ♦ S. ♦ N. ♦ • -• N -. ♦ '/.- I I ♦ ` • ' O / ` 1 O I I I � 1 \ 1 I I \ I I \ 1 I 1 \ 1 I 1 1 1 ,/'1 1 1 1 ♦ I \ `I I \` `♦ I \ ♦ \ ♦ ♦ 1 I ` •♦ I ♦ I I ♦ • I i i ` ` 1 1 I 1 I / \ I I I ♦ , I 1 1 / \ • • 1 . • ' X / I X I ♦ X X �- .♦ • • • • • • • • • \ \ • • • • • • S. / / 102 • • ♦ ♦ • • • • I ♦ • • • • • • • I • ♦ ♦ ♦ ♦. / / / \ / �\ \\ , • • ♦♦ I • 7 • • • • • • • • rI KEYMAP I t LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE FO EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OH EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE �00000000000000000 00000 0 OOOOO�O�, �090�0000nooQ00000' NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP W I- Q DESCRIPTION I REV. NO. aaaaaaaa UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO a I- W M CA Z 0 a. 8 NZ Z Oo °ZZH o < Z �UzW zW�W °O_LLot WELD COUNTY, COLORADO 0 50' 100' 1" = 50' (HORIZONTAL) PROJ PL ENG : TAJ CHKE DATE 1/28/2025 SHEET NUMBER PND6 120 141 RETENTION POND S4 Q100 IN 286.88 CFS Q100 OUT 0 CFS BOTTOM 4854 WQCV 2.94 AC -FT WQCV ELEVATION 4854.45 100 YR VOLUME 26.99 AC -FT 100 YR ELEVATION 4857.89 1.5 X 100 YR VOLUME 40.49 AC -FT 1.5 X 100 YR ELEVATION 4859.64 SPILLWAY ELEVATION 4861 • \ / - / 1 / • ,/ / /' / '� /' // / ,�/ I ' / / •' 1 / / --" / \ / \` I/ � I / // �/' 1 / 1 / / /' / / [ / I 1 , / I 1 / 1, / / / / / / / / `.` I I / // / / / / / / VJ 1 1 /I 1 / / / / / ,� // / / / / / / / / / , / / -/ / / /` ,/ // - /' / / -i / / / / / / / / / / / • / // // / / / / / /' ,'/ / / / / / K / / / / / , / , / / / , / ' ' • , //' / / /• / / / • /• / / / / ." // / / / / / ' / . ' / s< / •,/ / / / , / , , / // , / ,, , 108 x / / / / / / / / / / / :70 x E I H `7 / 4:1 G 1 1 , / , / 1 ----I ` • I � I I I I I I I I '---- -----/1 / • • / RETENTION POND S4 DETAIL / • ------ ------- , CONCRETE WEIR SPILLWAY TOTAL LENGTH OF WEIR = 275' PLUS 9' WINGS ON EACH SIDE WEIR ELEV = 4861.00 • �O .------- 109 • 0 0 4/ 5 o-• - 0 110 St RETENTION POND S4 \ 4860 -� 111 • • • • • • /'-y`-`. !C-\------------------, \ - TYPE "M" BURIED RIPRAP \ - _-' ▪ `I ; ' >- )/ D50=12" !-' G G G 11 %< 1�� %\ \i ......,..-----------'........---- \ ' 000 0 O. f" \;\ \ • >K 00 VAN ' 0 `- - - - ' / \ X " ,/1 , X , . / , / \ \ 1 / / 1 ./ -.- \ 1 1 X / /'- ''- ` \ � / /\ / / LG\, . ------ ..........:,' G) \ ‘ \ ��- \ \\ \ F5 ` \ • / 4\ ' / ,/ 4 �� J \ 1 N. \\ `, 1 / / I i / / / / / / / / / / • \ • • • ,'• \ \ \ 112 • • • • -------------- , / , • • / / , , , - - - G -- / \ . KEYMAP 100.00 / 7 OH E X �°000000o°000000o0 > n 0 0 0 Q 0 o o c ��o°o°ono°o°ono°o°< LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP DATE DESCRIPTION REV. NO. aaaaaaaa UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 z c/) H Z w w o NZ o � z �� °zZH RUz W (nJ—� SCLEIX I- W O Z O a WELD COUNTY, COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) PL TAJ 1/28/2025 SHEET NUMBER PND7 121 Or 141 / / ,' / / / / / / / I / r / f I I I I I i I I 1 / I I I I ,. 11 I I I I I I I I I I I 1 1' l ,-//,%,-',/,',//2/ / / I I I I I I I I 1, I //////,;-' / / I \ � •\ / 1 I I I ;\ ....; I I I I I I' / ,' / / / /' /' / / 1 1 I 1 I I //,', //// / / 1 / \ \ 1 1 I I I 1 I I 1 I ////' /' / \ 1 1; 1 1 I 1 I I ,/,' / / // /' / / / 1 1 1 ( / 1 \ \ \ I / / ' i' /'' /I 1 / / ' / ' / I I/ I 1 \ • 1 11 \\ \\ \ 11 11 �' /' I / • / / I 1 I 1 1 1 \ \ 1 \ \ 1 /' / /' ' I / I , / /' I I I \\ 1 1 \ \ ,, 1 \ // /' / //� i I I 1 1 1 \ •, \ 1 \ I I 1 '/ //% /'/ /'/i ' I \ 1 I \ \\ \\ \\\ 1\\ \ •\I\ 11 I \\ \ 11 11 \I 1 / / / / \ i 1 \ \• •\ \ 1 \ 1 , I \ \ 7 / // /' / '\\\ I I I 1 `1 `\I 111 111 \ `I\ \\I \ \\ \ / I' /' / .. / i/ �/ �/ I 1 • I I 1 I\\ 111 \ \\\ \\I \\\ \ 1 /// 1 I 1 \ \ CO ( \ \ \ \ \ \ \ , \ I ,♦ CSC I ' • •-P • \ \\ \ ,,/,- ♦ ♦ ♦ \\ \ \\ I I , ` 1 \ \ 1 Cal x„, \\ \\ \\ \\ \ \ \ \- \ \\ \ /''' /' ` ♦ ♦ ` \\ \ I `\ \\ 1,%\,‘,,,,,,\ \ \ \ 1 cry \ \ \\ 1\ \ \\ \I `\ • \ ♦ \ \ `\ \\ \ \ \� �, ♦ \ \ \ \ `\ ,\ \ \ \ \\ \ ,\:°3-: \\\i'sX\ :1'1 *...***: '. \ \ • • I\\ \ \ \ \\\\ \ \\ \♦J\\\♦♦ \ \\ \ \1 \ , \ 1 • N • \\\\\`\ \\ `.7.1:7\:;\ \ \`\\\` \\ \\_ _.\ \ \ \.\. \ \ 1 \ \ 1 1 I N \ \\ \♦\ %\\ \` \ `\ `\ ` `\ \ \\ \\ V\ \ \\ \ •`I \\ \\ \♦`�\1 , \I \ • \• \ \, \I ` \ \ `1 I / I \ \ \\\\..\\\\ \ \ \ \ \ \ \\\\‘‘‘ \ \ \ \\ \ \ \ \ \ \ \` \ \ \ ,\ \ \\ ` \ VI I • • • • :\ \\I.:: \:\ V‘ :.\\\\\,•\\\•\::\:\•\\\V \\.\‘‘‘‘‘‘`‘::‘‘:\\:\ A: \::\ ::. VV.\ • • • • V • • • • • I • \ ✓ — `♦\ ♦♦ V� ♦O ..� \ \\ I• I I \ `1 \; \111\ `\\\\\\\\`\ \\\\ \\ \ \ \\ \ \\`\ \ ` \ ` \` Vs.:: \ \\ \\ • • • • ♦\♦ ....... \ �• �\ `•• `\`\\ \•• \.. ♦ t` \\ \ \\ \ 1 \\ \\ \ \ \ \\ `\ \\ \\V \`\ .. \ \ \ \\ :\i:\ I ♦\♦ `♦ `\ A\ `\ \I \ `♦ ♦\ ♦V A \ V A\ \\ `\ \ V A A\\ \\ \\ \\ \\\\ \\ `V ` \\\`\ 1V \\ \ \ \ \ \ \ \ \ \ \ \ 1 \ , \ \ \ \ X. \ \ \ \ \ \ \\V \ \ \\ \ 1 \ \ / \ 1 \ 1 \ \ \ \ \ \ 1 1 \ \ 1 / 1 1 1 \\ \1 \; 1 1 \ i/ I 1 / I 1 1 1 1 1 \ - / I I I / 1 \ ` / \--\ /• ` / // / \ .—. ---. I I 1 \ \-__ 1 \ \ • .`—♦ •\ \ ` _ _ _ _ _ \ \ \ \ \ ,, \\\ \ �\ •\`\ \\ \\ \`\ \ `\ • \`\ \`\ \`\ \\\\\ \\ ♦\`\`\\\\ \\\ \ \`\ \`\ / I \ \• \ \ \ \• \• \• \ \\\\ \\ \ \ \ \ \ / I / \. 1 1 1. \\\\ \\ \\V V: \V \\,\;':;:,‘;‘,.\\‘‘\;:,'\:\,\\\\\ „A.,\ \ -,•„. \ \\ `\ \` `♦ `\ `\ \\ `\ \\\\\\�•\ \ \ `\\\ \ • C-1 ; I / 11. / / I //// /_- tl / / / / ///// / I ///// \ ///// 1 ///// / //// -- / / / / / . \ RETENTION POND 9 DETAIL 1 1 \ \ 1 I \ 1 \ `\ ` \ `• \ \ \ I I I V `\ `• `\ . • I 1 \ \ \ `\ \ ♦♦ 1 I \ ♦•\ ♦\ `— \ I I A `\ \ ♦ 1 • \ 1 ♦ 1 \`♦ 1 c\\ v.\I ; \• •, I. • I ` \ `♦ 1 EXISTING TRIPLE CULVERT • RETENTION POND 9 Q100 IN 210.52 CFS Q100 OUT 0 CFS BOTTOM 4829 WQCV 0.46 AC -FT WQCV ELEVATION 4829.11 100 YR VOLUME 28.28 AC -FT 100 YR ELEVATION 4834.73 1.5 X 100 YR VOLUME 42.43 AC -FT 1.5 X 100 YR ELEVATION 4837.05 SPILLWAY ELEVATION 4838.66 It • `\ \ \ ` `• \ •\ `\ \ - 7'/ //%/ / /i i//i s. • \ •\ \• \ \ 1 N • `\ `\ `\ \ \ \ \ •\ \ O • 11 ., \ ` \ \ \ \ 1 \ , \ , 1 `♦ `\ `., \\ `\ \ \ `, \, \I (• \ / '' 1`\ \\ \�` \ \\ `\\ `` `\\ `\ \\ `\ / '' // / \` N. ♦ `\ \ \♦ \ `\ \ c5\ \ \ \ ...........//// '. �'// . \ \ \ \ \ ' T ♦• / .' / //: / \ \ X. \ I `1 • 1 `\\\\\\XIX; ` II/ - /1/1:///1://1://11/1/1:////111"d ' ) • 1 // /IY/7// // /V/ / / / ///, / - ----- / / /' \ / • • • • `,‘ ‘`\\‘'‘,':,,\ :1\2\0\ \:"\\X\X‘::\V‘ \\:\‘‘ • • • ♦ \ \ \ ♦ ♦ \ • ../1 • . \‘‘\\\\:.ii:::\\‘‘.\--P-Tc:)•:\•\,:::::::‘, \\VI:‘'N•: \\\I‘\\‘‘:;•.\\‘‘‘\•\\‘‘‘‘X:::\:\\\\\\:\‘‘ • • / / / ` / `\ \ \ \ \ 1/4 \ \ ` \ \ \\\ ` \ `\ \ 1\\\\\\\ e • ` \ `\ ` •- ' .' . / //'/ // /// /i/. .. ' / / \ \v. \ \ \ 1. . . // %/// �/ ' ; / ,, \\\ `\\\\V `\ \1\/ • \\1\\`\\ `\ •♦`\ ♦\h\ \\‘• \; \`\ \♦ /. �- /.�;,- AS%=:%:=''I it / / I / ,I I •\\ \\`‘\`‘,‘\‘‘‘.\\ \‘`‘,,v,v,..„`,..„:7‘ N...,`,:•‘‘...•‘‘‘„..1\ ).., \‘‘‘...\‘`,:‘,....\\„\\*`,.....,..........._.........:.....„....-0_,, ,\ \ , , ‘ ‘ \\ \ ‘ \ \ ‘, \ \ u1/4‘ \ \ \ : ,x, , ,„ ,/ ,7 ,, , \\‘:\\....,\,\:‘\\:\‘‘\,,,,\::,:\\‘‘‘\:,\::‘\:::\:‘:\\::\‘‘:::\1:::,": ,\.‘\,\,:::: ,,,\ ‘17::::\:„./...;.;......;.......:c........„ici:,....7 ...:.\",-217.......,--> '' -- „ ' ',---- "....',... ::..;",,,.....-:' / ' II ♦ ♦ • ♦♦♦ \ ' / / ' / / ' /'' / /. / / / / / / / ' / // �.� / / /. / / G. • \ // / 1 / 1 / 1 S. EXISTING SPILLWAY TO REMAIN ELEV = 4838.66 \ ` ♦ \ •\ \ \\ \ \ • \ V \ \ \ \ • 1 1 • \ \ \ \ \ \ \ 1 I \ \ , \ I I 1 , \ \ \ \ 1 1 \ ; 1 -�\ \ 1 1 1 1 `• \ I 1 1 1 \ , 1 1 \ / I I 1 1 1 1 I \ I I I 1 I 1 1 1 \ 1 I I ` I I I 1 1 •1 \ 1 I 1 1 I ! 1 1 I 1 I \ 1 1 I 1 I I I 1 I I I I I ) I I I I I I I I I / I / , // i I I , I I I , I I I l I I I / I / / / I / / I / I I 1 I ' / I I I I / I I / / I 1 I I I I I I I I \ \ \ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ \ ♦ \ \ \ .• \ `♦ N • • \ \ NO \s.' • ♦ \ `• ` ♦♦�- \ \ ♦ \ `\ \♦ \ \♦ • • • / rs' ./ I I I I 1 I / I / I / I / I I i • \ \ 1 \ • • • \ N 1 ♦\ \\ ♦\ (\ \ \\ `\ ` \\ \ \ \• •\ \ \ \ \ • \ \ \\ •,\ • • 1 \ \ \ • \\ \\ \ 1 I1 \ \ \ \ \ \\ •\ • • \ `• ` ` \ • \ \ \ ` \`♦\\ ♦ \\ \ \\ \\ \\ \ `• \\ \` • \ \ \ \ 1 `\ I I I \ \\ `\ \ \ \ , 1 \ `I \ I\ I \\ \ •\\ \I \• 1 1, \ 1 \\ \ V \\ \\ \ \ •\ 1 \ \ \ 1 1 1 1 \ 1 1 1 1 \ •/\ 1� 1 1 \ 1 \ 1 \ \ \ \ 1 \ 1 I \ 1 0.1 1 \ \ 1 1 1 \ 1 11 1 \ ,1 I I V I 1 1 1 \1 1 I I I I I 1 \I I \ 1 1 I I \ 1 \\ I \I I I I \ \ I / \iI 1 i I I /� I I I / / 1 1 1 I \ 1 , \ 1 I / Ci'1\ ; 1 I 11 1 ; I \ \ \ 1 t \ I ` 1 I 1 I 1 1 I 1\\VII / I \1 / / IN I I I \ 1 I 1 1\� \ •A\\ • \ \ • • ♦ \ \ • \ ` • ♦ ♦ •,,,, \ ♦ • . \ `, \ \ . \ \ •. \ \ `♦ \ ,♦ \♦ V ♦` \` \ `• • \ \ \ -` \ N \\ ``♦ \♦` N. \`♦ \`♦ \♦ •♦`\ • \ \ ♦\\ • • • • • • • `_ -`\\ ♦\ `` .`\ ♦`N\ ` . • • •`\ • `\ \ \ \ • • \ V \` \ \ \ V • • \ • 7. ``. • \ 7 V • `♦ \ • • \ . KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR Op_ PROPOSED MINOR CONTOUR / '7OO_ EXISTING MAJOR CONTOUR 7O7- EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP <H 0 DESCRIPTION REV. NO. <4444444 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 60' 120' mml 1" = 60' (HORIZONTAL) oTt ILJ I O rIc\lz bo SriEw WELD COUNTY, COLORADO PL TAJ 1/28/2025 • SHEET NUMBER PND8 122 DF 141 TEMPORARY RETENTION POND El Q100 IN 101.85 CFS Q100 OUT 0 CFS BOTTOM 4815 WQCV 0.72 AC -FT WQCV ELEVATION 4815.57 100 YR VOLUME 7.05 AC -FT 100 YR ELEVATION 4819.87 1.5 X 100 YR VOLUME 10.57 AC -FT 1.5 X 100 YR ELEVATION 4821.65 SPILLWAY ELEVATION 4825 X X x X • ♦ ♦ C '`. I \ i / / • • \ -. • C • \ \ • • 1 1 C / • O O \ t - \ / O / N • / ----'` - • / / ` / ` / `. / ` S. • • / / `. \ \ / • • / \ • • • • ` • • • \ • S. • • • \ \ • S. TEMPORARY RETENTION POND El DETAIL / S. • `. • • • it • S. X x X X • S. i I X \ / / / / N `♦ \ `, •` `\ ♦\ ` •\ `, \ \ `\ \ `\ \ I I • • \ S. \• \•�• • . I .``` .``` \ \`` ♦`` ,``•,\ \ ,♦` ♦`\ ,``• ` I\ \\ \ \ ; / I 1' • \ / • \• \ \• \ \ \• ` • • I I,-- ♦ , . `, • •, `, •`` • -\ . • \`, \ . • . / , I I / ``. `` \ `` `. `` •`♦ \ `♦ 1\ \` `` \ \. \` ‘..../ / S. `�`, • �`, \ �`� • ``\ •` ♦ `• . \ ♦`, �`` S. ``\ \ •`\ �`, i ♦ ♦ \ ♦ S. ♦ • •♦ \ •\ •\ `\ `\ ` ♦ / I I ♦ ♦ ♦ `, `. •`♦ ` •` •, , \ `•S. / I I • ♦ S. , ♦ ♦ ♦ . \ \ N. • . I / \ \ \ \• \ \ \ \/ N. \• • \ \ • \ • , , , \• \ / ` •.5 •` • \ • • • \` ` •\ . ` \ \ \ •`♦ I S. ` ` S. S. \ \ ` ` ♦ ♦ N •, ' 1 ` \ \ \ \ \ ♦ ♦ \ ♦ ♦ • . `\ \ •\ `\ \` ♦ \ •` `, `♦ `, \ `• . S. I `•`\ \ \` `•` \` •\ `` `•` `♦ \ S. 1 `♦ \ \ •`\ `\ `. `\ \ `\ �`� X55• •S. `• \• 1♦ S.• i ` ` ` ` ` \ • `♦ N. N.N. • \ `♦ 1 • • N. • • I:" • \• \ \• • \ \• • / 1 \• • \ \\• \ N ♦� / / _ ``- �` , - • • .\ ` ` ` \ ` / / I%• `` ` ` \ \ �`♦ • \ \ \ \ S. • \\\ \ Xv • TEMPORARY _ - - __ �I \I \\ \ \` _ _-- _ _ / RETENTION �\ \ - - -____ \\ ` ` \` ------ _- - POND E1 I `\\\ \ -----_--- ,\ , \ \ \ --_ ` ` ` \ ♦ / �•� • ---I - 1 • • • • ,• \ / / / 1 \♦,` / - // / _ /. - - _ III, / 4:1 - -\ I - / / N. ' \ / I ``- ♦ // -• / / I``'`•`-`"// ' / I / -___ _ `` 1 / .-/ / . / / . . / 1 \ 1 \ 1 11 \ S. `\ i \\• \ • ` 1 / \ \ ` • •`` I • / \ / `• / N. I \\` S.• I I / \ ` \ I S. I• \ `\ \ • / /• / I / \ , �� \ ` / / / --, \ \` I / / ` \ S. • `, cl r` / / / - S. • '\ \ \ \� `. / / /.„/ � `• \\ ` \ / / / ♦ \ \ / / / \ - - `/ .\ / // , 1 • • • • ••\1 \I \ \ `• I\ i / • • I / \ I / I 1• ` • \ \ \ \ \ \ \ \ \ \ / /• \ 1. \ l // `, \ \ \ \♦ \ \ \ I J s I • ``, .- I S. \ \ • ` • `• S. S. S. ./. / / • ` ` S. W • -' ` / / I I \ \ ♦\ ` `♦ O S. `/ • / ---_ / • r \ \ \ \ ♦ \ / I S. \ \ `• \ S.• S. /// \` ``\ \ \ \\ ♦` '` \\ \ I \ S. \ ! ., - `\ \ S. \ \ `. 1 • \ ` - �, •`_ V / / / N KEYMAP LEGEND r- 100.00 SPOT ELEVATION PROPOSED MAJOR CONTOUR 100_ PROPOSED MINOR CONTOUR / '7oO_ / EXISTING MAJOR CONTOUR 707- EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT I t OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE EXISTING COMMUNICATIONS LINE W EXISTING WATER LINE OF EXISTING OVERHEAD ELECTRIC LINES E EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE 0000000000000�0 0< > o 0 0 o a o o o c �00000 No NooNo?< NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP W H 0 DESCRIPTION REV. NO. <4.144444:1 UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 2 0 Z H )g z bozz F- U Q X11O RUoa (I7) =I Z zWJW oWLLH I W W z O Cl. z O Z W I W re WELD COUNTY, COLORADO 0 50' 100' mml 1" = 50' (HORIZONTAL) PL TAJ 1/28/2025 SHEET NUMBER PND9 123 Ot- 141 1 / I I. I \ I \• \ \ -_ \ \ • _ _ I • • • • • • / / / / / / TEMPORARY RETENTION POND E2 Q100 IN 82.22 CFS Q100 OUT 0 CFS BOTTOM 4803.5 WQCV 0.51 AC -FT WQCV ELEVATION 4803.98 100 YR VOLUME 5.06 AC -FT 100 YR ELEVATION 4807.19 1.5 X 100 YR VOLUME 7.59 AC -FT 1.5 X 100 YR ELEVATION 4808.90 SPILLWAY ELEVATION 4811 N \ . ` \ \ \ •\ \ \ \ \ , \ \ \ \ \ • \ \ \ N `\ • ♦ •\ �1.%'' �\ • \\.` \ • ` \ • ,\ \ I \ / \ ♦ \ ` 1 \\ / •\ \ `, 1 \I\ / `• ......- / • \ \ 1 , ' / 0 •1 / / / ` --1 // , 1 / ` ........• \ \ 1 - / •\ / 1 \\ \ • \ rteI \ 1 / I I _ -0 / \ / / 1 I , / 1 I I I / I I \ • • • • • • N • ...... , / �—,.\ . / \ \ —\ / / \ ` / \ \ \ \ \ ` \ — _ '' •\ / ' / \• \ I \ \\\ `\ \`\ \\` \ `.\ \\\ I I \ \ I0 \ \ • \• • • • • , \ \ ` \ • • •• • • • • • • \• • • \• • • \ \ `\ • • • • •\• `\ _ `\ \ \ c� \ •\ \ • \ I \\ \ ` • \ ` • ` \ \• `\`• \• • \ \ • \ \ ♦ , \ I • . •\ • \ \ \ ` \•\ •` \ \ `\ `\ `\ \\ \ `\ \` `\ \\ \ ` \ `. \ \ \ � • • • \• 1 • \ •\• \ \•\ • \ \• • \• • \ C.7) • \.I \ \ \ CD \\ ` \\ \ `♦ \ \ \ \ ♦ \ `, \ \• 1`. \ • \ \ \•\• \• I \ • \ \ • \ ` • \ \ . \ • \ • •\ •\ ` 1 • • I • \ \ \ \ C5 . , . • ` \ \ \ \ •\ N•\ . \ `\ `\ ` \ \ \ `\ \ `♦ ` `\ •\ `\ 1\ • `\ \`\ \• • • • • • • • • \ `\ ` ` \\ \\ `\ �` \' \ `\ \` '` ` \I •\\ ‘.• • \ \\ `\ • \`\ \` a \\ \` •• ` •� • \ \\ `` `` ^•` \ `\ \ \ • ` w \ • ` `-•• \ • •`• `_ • `� N. \ \ `` \\ •`\ •\ \ \\ \ `\ `\ \ `\ \ \` I •Ur \\ N \ \ ``• \` `\ \\ \ •\` •\`\ • •\\ `\ \ •♦`` •\`• \` \ \ • • Q `\`\`\ N \I CD \`• \ \` ` \ • • \\•\\` `\` \ ��`I \ \ ` . \\ \ �• \\•\ .... 4, \ \ .♦ N ♦ \ • \ \ ` \• • • • \\ \• N\ \ \• \•\ ♦ \ • •‘\ • • \ \ I • \I \ •`♦ \ \ \ \• • \ \ \ \ \ \ • \ \• .\ \ •\ •\ • \• •\ \ 1 1 I • \ \ \ • \• `\• \ .— \` •`\` •\\\ • •\ \\\ I• • `\\ ,\ \`\ \ `\\ \ I `\ ( •\ \ • •\ \ \ \ \ \I • •C� • ` ♦ \ • • ,\\ \ I • \ --•^ \ \\ \ • \ ♦ ♦ \ \•) S. • • `• •♦ • ♦ \ ``•\ \ \ \ \ \• • •\ • - ♦\ `\ •\ \ \ \` ‘` `\ \ \` \` \ \• •• 1 / ` ` \\ •\ •\` \ •` `` N •` \`•:`,... I `'S i \ \ \ \. \ •, �. `.. \ > , TEMPORARY RETENTION POND E2 DETAIL \ 1 I 1 1 /\ / \ `/ I ' 1 1 1 1 , I`1 1 1 1 1 1 • • • • . ♦ ♦ ♦• •♦ J • • \ \ , • • • . • 5' • J • .• l • • • • • • / • I \ • --=a^ ♦ N. • •\ • • • • • • \ V TEMPORARY RETENTION POND E2 ▪ ./' \ \ \ • • • • • • • • • • . S. • • `5. / / \ / / \ / • of \• �/\ \ \ •. `� —------' • '' / \• \`Sr // // `\`\ • • \ , `, / \ \ , / /- ./---- \ _St ----St ,S. S. fS. St ^ S. St r.--,... ,i', \. .. ... ... ,/ , . .... __ ..., _., ......, .......--.,- ..,// ......_______, ... ... ... .... . .... • ` ` . 1 -- \ / 1 • • • / \ \ / //.♦ `\ \ • /'• \ • • • ' _ c • • \ `\ ``'' ``` •— \ l / / / / / / / \ • • \ / / S. • • • • ♦ , ♦ — -_ • . , / \ / • • • • • • \ • \ • \ \ \ • • • • 1 • ``. \``--- • • • • • • • • • • S. • • • • • • • • • • N. \ \ • S. • • • \ • , \ ` \ ` ` \ • \ \ • \• • \ •\\ • \\ • • \ \ ♦ •\ \ \ \• N. •\ N. ♦ \ , , \ I • Q \ \`\ • `\ \`• \` cp \` `\ \' . \ . `\ `\ c5' \ \ \ `\ ♦ ♦ \ \ • N \\ • • \ •\ • \\ • \ ♦ \ \ ♦ ♦ • \\ ` •\ \ • . •N \ •• ♦ \ N \ • \• s. \\ • \ \ \ • ` \ • • • • \ \ \\ ` I .\ .. I . \ \ \\ • \ • \ -------------------- • • • N) 7 N N / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N • • • • • • • • • \ • • • • • KEYMAP 100 00 / 70, LEGEND SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING EASEMENT OIL & GAS SETBACK PROPOSED EASEMENT PROPOSED SWALE/ROADSIDE DITCH PROPOSED CULVERT/STORM SEWER (SEE SHEETS 128 - 130 FOR CULVERT PROFILES AND DETAILS) EXISTING WELL EXISTING GAS LINE r EXISTING COMMUNICATIONS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC LINES E- EXISTING UNDERGROUND ELECTRIC LINE X EXISTING FENCE NORTH AMERICAN GREEN SHOREMAT (SEE PLANS) NORTH AMERICAN GREEN EROSION CONTROL MAT (SEE PLANS) RIPRAP UNCC CALL BEFORE YOU DIG 811 OR 1-800-922-1987 UTILITY NOTIFICATION CENTER OF COLORADO 0 ciL)g LL.LJ z b z z r) < o Roo a- (;) =izE RETENTION POND E2 DETAIL Cetn Lai5I WELD COUNTY, COLORADO 0 50' 100' mml 1" = 50' (HORIZONTAL) PL TAJ 1/28/2025 • SHEET NUMBER PND10 124 141 A • / V • ` ♦`, `. \ �__--____ _ _-__--- ,,•' ,,/ ' / , ,, \, \ Xi ,\ \, , N. `., -7 4. _.,. ,'`---__�� - \ \... �;'_-�� \�� ``, `. V`. ‘.\ \ ‘• I/ Q E Cle • / / / / • I \ - I 1 \ o • �` I • • • • • • • ♦•�` / 40.85 LF OF • \ `♦♦ • • --' LSD `, `, `, `� • `, ♦, 1 `, `\ `, `\ `, `, •♦ `. •`. •`, `\ I 240 ` \ ` ` \ ` ♦ . \ `` \• ,` �,`•.•`• ♦•` \ .,\ ,` •`•.�` \ • •,�` .-• `, `, `, \• • `. `. `, ♦`, • • • • • • • • • • • \ • • • • • • • • 54" RCP @ 0.28% r , • \ ♦♦ `. •\ I I I - - \ 1 ***•"...' ",...' ' •'.. •• <4; 1. • • •.. I • • II I • • / / I I I • I / I • • • / I I\ ,' / / / I I 242 .�, `, ,'/ `\ 241 I /' / I / '`, ,'' /Cle / / / , ____ ,/ I • -- ,,_- // / // // /I o i ' �`. �' ------'`243 • ----- / / ' // / �` / / / / / / / • /`, --- --__ __-- ,' %/ ,' `, 1 / ` 0 z _ lliill II Cle in I 11,■■ li ■ J ��1■� �� DATE ►�► KEYMAP DESCRIPTION `.` / I •, --_, STMH-4 `. ` - `. \ ,, ..- 1 -�. _ \ ' ` \ ` `_--------'------- ,'- STMH 3 , , w 1•` • �`, w • N -`424.08 LF OF 54" RCP 0.28% 458.90 LF OF 54" RCP 0.28% ( ``'� STORM SEWER NOTES: ., / @ ,.' ,- @ \ �"`v �_ CO G• r - - fa'" - -I - .''—L-----7-401—==,----I—,' ' �`\`�`' ..„_____---_;.>„)..,,, 00 5f — — 14tL10— — 13+00— -'— — �1+ 10 -�— _ —1�+nn ...r.��.t X X �R 1. PIPE LENGTHS MANHOLES STRUCTURES. THE LAYING 2. PIPES NEW PUBLIC EQUAL. 3. PIPES CONSTRUCTED CONSTRUCTED ARE OR THE SPECIFIED LENGTH ROADWAY CALCULATED INSIDE OF UNDER IN FROM FACE OF LENGTH OF FLARED END THE TRAVEL SHALL BE RCP RIGHT OF WAY INLET PIPE SECTIONS. THE OR FOR CENTER BOX INCLUDES LANES AN APPROVED PRIVATE OF OF --. --- -�� ,�- \ X , \ r \ `.` ``\ 1``\ , -_ , \• (\ Iw ```♦ `�`• \ �� •� I --`� `\ �`� ,`1^ - \`•`�- r'' •- -~`� •� ___ --'�' ,-'•� -�`� •\____--' _-' .' -`5. ---- '' / • " -.. - _ _ ..../ ' Q• • /_-� �, �9s -- ---- - / ` \ • _ ----'' / `� - _ - - �.'-I `♦`- - - / .' - , �' 248 -'' ."-- -�I \\'S `_ \ X. \ -•�` \` •••♦ ♦ `,, - ,,, •�._ • • • `• \ �' `�� `�_ _�-_ -•♦� `. '`. ,' rn w ,' I O ao �; —. ' I I I .. I if 11 I ` I I I O COCo\ I /, ; LO I I. `, I �. ` I / 54" FES `\ I , I INV: 4885.35 `, `\ ., `. `\ �`\ �`� •�`, . •\ `\ \ \ 1 ® 1� `\ `\ -'� `• `• `• ` ,-' .♦ `♦ • 247 / `\ `\ `♦ `♦ .♦ \\ / / 7:._,._, ps ♦, ---- S `, / ,''- •.♦, , \ • • / / • • N \ N ,\ / _-- -_ `. \ STORM MAIN --'- -�'- ,�'-/ _• -`♦ `� `, \ --'-� -'' -'- - �` �� ♦ `� �` �_. - �__- -.''- -- • ' \ ` / __♦ • `♦` `\ \ `, �,_ ----_ __ '` --''' -�`5' �`♦` �`♦` `\, �`\ \ `\, I -/ ___---' - '��/ ,.' `�• `• `•\ `, `\ \ i .'' �,-'-�--___-_'-' �g�5 -- `♦, \ `♦, `, •`� ��` ��\ \I • \\ • i ,-'' ,-' ,--'- - ___ - �`_\ `I •`� \ I I -' - - - - •` \ \ ` ` ` \ , ,-•,, j __, -----' __`__-- `, , I �\ \ I .' 1 / -' ---- ------ ,�• ) ; ; `, `\ `, .� ' / �' _,-'' — ----- `� / ' J I / ' \`•'• I / / I / ' '----'----'--� `•`/ / • / /•` II / I I ' \ ` ' ( /I ,' I / / A- •, `� `\ ,I I I / ' I ♦ \ , I II 1 I `\ O `\ '\ `\ 246 \ ' r ,' `. `♦ N `\ \ ` \ o ` `• II I I ; ' ` • .... �`• • . ``� `♦ •`\ `• � . \ \ 1 \ \ I I \ ,-� `• • ♦ ` ` V ., `, \ .\ ., \, `\ ` \, `, I / •• '--`-I ,___ `♦ `♦ `♦� • `, • ♦� \, .` \, \ \` \` \♦ `\ \ , I I I `55 `.�` �,` ♦♦ N`♦, •` \ `\ \ \ ♦ \ `♦ \ I 1 `, .` ♦` \ \ `��• • , ,, \ `,,•`♦.• '`, '`, \ `, _ _ `, ♦, • �♦ '`\ I .,• `♦ �`• N • • I♦` •♦• . \ `♦• \♦` �` • ‘ \, \ V , , 245 \ ` ; ' ,I 1 \� \ \, `, \. ♦♦ \. \. ♦♦ \ `♦ \ . \ / \ \ \ 1 ' \ V. ... \ `. `. `. `. `. ` . �\ `, I N `, i I. i - PLAN VIEW •\ • `\ \ \ \ `\ 1 \ ♦, V♦ \ \ `, ` I ,- '' I , , I // `, I ( `\ '11 �I .� I ` I 1244 , I. \ , \ ` `, `, \ i A` ` ' \I I I \ \ I I , \ \ I. `� ` ` I `� `• \ `\ N `\ \ 1%` �� \, \ `\ ' \ V V, ,` \` • , \ \ \ \ 1 \ `\ `, ', `,�� ` ` , 1 / �\ \ I I \/ ; ! ' /! A 2 Z I I= U 1� IG I DRIVEWAY APPROVED 4. CUTOFF OUTLET CONCRETE FLARED ACCESS EQUAL. WALLS SHALL END WITH EPDXY SHALL SECTIONS BE AT LEAST BE INSTALLED AND COATED #5 BELOW SHALL REBAR CMP OR ALL BE 12" AN 4,500 PSI ON REV. NO. aaaaaaaa CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, EDGE 5. SAFETY FLARED ANY OUTLET 8" OF GRATES END WIDE X 3' THE END SHALL SECTIONS FLARED DEEP SECTIONS. END AND 2' BEYOND BE PROVIDED BUT SHALL NOT SECTIONS. AT BE EACH ALL INLET PLACED OUTSIDE AT CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 STORM SEWER PLAN & PROFILE WELD COUNTY, COLORADO LEGEND 7 �10p�_ / -7OO� \7OO 70p�� / PROPOSED PROPOSED EXISTING EXISTING MAJOR MINOR MAJOR MINOR CONTOUR CONTOUR CONTOUR CONTOUR - • - PROPOSED SWALE/ROADSIDE DITCH 4915 4915 EXISTING PROPOSED EASEMENT EASEMENT U I I I I I I I PROPOSED CULVERT/STORM SEWER I I 4910 w 4910 �c) , �o IL & o o Co O 811 CALL UNCC YOU 811 BEFORE DIG -- N F.O CO 4.i o CO 4905 N Lci co co 4905 000ono 04 �i 2 ��cD z p I EXISTING GRADE ALONG . - > > U • M�° -- ��---- 4900 o ��z ? _ _ �� 4900 1 tip -800-922-1987 OR IL co 4895 ---- ---` 4895 100-YR HGL UTILITY CENTER .._ NOTIFICATION OF COLORADO PROPOSED GRADE ALONG 4. / / 4890 4890 _ - _ _r__ _ 4885 4885 - L-40.85' L=424.08' - - _ S-0.28% - - - _ PL 54" RCP S=0.28% _ L=458.90' 54" RCP S=0.28% TAJ 4880 54" RCP 4880 1/28/2025 4875 4875 ` 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 - STORM MAIN PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1" = 60' (HORIZONTAL) 1" = 6' (VERTICAL) ST1 125 141 • • \\ I "e............N ; `�� `\ , ; -- ` '� `-_'- ' �--� / / • ; 4905 - I , 1 \ \ '\ ` ` ' ' `\ \ , \• `, ` ` -_, ` \ I I I • I / ` , ` CSC \ Q ct 7 in 0 Z _` \ \ 1 ,_ \ / . / I 1 1 •\ \ \ , ` \440;1;\ CD •• • • / \ 1 I I I • I I • il - \ <LIM f __ \ 1 t , \ I / / • / I • / I \\ • ‘: :2 : \\ \‘‘v V:\ \\I\ \‘‘.‘ • • 1I \ , t / • • _,---- ,,---- ---- ---- ae .. N. I / / • 1I 'III • / N • .___-� W • ``,` \� I \ . \ .�.� `. ,,,, I I -. \ / `_ �,'/ \\ .,` • .,` \.` / I - �. .---' \ ,\ , - � •,` - -`- - _ V , V A • . _'`. , I I , / A . _ _ . , , . 1 .` , ' _ `\ \ ; % + \```: ` '; ' -- / _` I I ` \ ` Loi• ,//\ {" / - -- .� (V w , `, `Hir `, ` \ 1 \ 1 • `, `, co \•\,`\,\,• �t ►S \ �,, ,, , `. _, ,� / ,1 / , I I 1 • I I I I / t t `\ \ / _ �, ,. ,, 140 _ , / ,' `, 1 1• _ ,,I --1 i \ e•......-....._______....'' / />>.'•-/-/� /'� V_ 'N / I \', \ ' ! i ; 1\ \ — / ��` — — \ \ / / .'- , STMH-1 / I `\ `� 54" FES \ �` _ . - - , / '�, \\ \ , '`• -\ `\` ` INV: 4878.53• Ni •,/N / -. ,\ `, ‘•, \ `` `` .` --_------'"- . `\ \\ I `, I �-r 4885 r - i i 1`\ 4880•�/- - �•_ 4880 � / - 4885 . DATE � KEYMAP DESCRIPTION �,- ___ \ ' o \ \ 26.06 LF OF 30" RCP @ 3.44% _ — `. `• \\ STMH-2 / N, �' �'`: _ _ rn / ,' ��'` \ ---- in - 4890 in \ •• I --•t✓ ___ _ • • STORM SEWER NOTES 519.85 LF OF 54 RCP 0.28 /o @ , \� r \ `-- 339.37 LF O 4" � _— — \ \ R 84°/ - G G � I _ - G'` I c ' 1� 1. PIPE LENGTHS MANHOLES STRUCTURES. THE LAYING 2. PIPES PUBLIC EQUAL. 3. PIPES CONSTRUCTED CONSTRUCTED ARE OR THE SPECIFIED LENGTH ROADWAY CALCULATED INSIDE OF UNDER IN FROM FACE OF LENGTH OF FLARED END THE TRAVEL SHALL BE RCP RIGHT OF WAY INLET PIPE SECTIONS. THE OR FOR CENTER BOX INCLUDES LANES AN APPROVED PRIVATE OF OF \- 3'I'8� / �_� ■177�'►�I�G1i��w-/y I �I . 1 / ` X `_ \ •• - -:, ,� I X X`-, - -_,X -�_ - _ _ '`--- `` \ \ �r 11 `\ \ `. 4880 �/� \\ `, �`'\ `.` z1 _ � / � ` I i ``-,..��- I '`�� ' ` s� �`- ____ ' .___ - _ _ / \ .-.' , , I \ ',t �`\ `. `,•, J' O _. -_ __ / / \ \ `` / - ` __ / h '` I - -, -.._7,___ / `�.... __ `- �'� \ `'t, ` , 1 STMH-5 `\ ., V � `,` • •, 885 �� \ \ \\ _ , , ' \ \ �i ` \\ \ \� `\` �� \\ `\ \ 1\ t \, , / `\'_\ - - 1 \` f ' O \ I \ \� \ •`� t 4890 \ \ \ \ `\ ` / - `., \ X90 \ \` '` \ A8 \ \`•`.`\ \ \• \• `• ` \ \ I ` 1• .� \ 1 \ \ \ ` ` bo% �.` • \ \ // \•NEW --L�` ` \` \• , 1 895 \ \ \ \ \ ` / \ 1` \ \ `\ �` `\ _ __ `--'- `' \` \` \` \ , `� / / '' ``\ '\ ' t` \` \` •\• \ y ` -' �` \ • ` ` ` ` ` ` \ 4900 �T` ` C• \` �` / V �� \ A v T v V v v ` ` ` \ \ ` ' \ `` c:5: t G �' --/-7::- / _. ,♦ `o` , ' ` ` ` `s `DRIVEWAY \`\````\ APPROVED 4. CUTOFF OUTLET CONCRETE FLARED ACCESS EQUAL. WALLS SHALL END WITH EPDXY SHALL SECTIONS BE AT LEAST BE INSTALLED AND COATED #5 BELOW SHALL REBAR CMP OR ALL BE 12" AN 4,500 PSI ON REV. NO. _ _ `� ````• `-` • I /84.78 LF OF 24 RCP @ 5.11/0 `,``,V '\`` \ \ \` \` `\ `, \ ii •. , • ` \ i/ \ `\ `\ `\\`�\ ., \ 141 \` \` `\ /// 1 \ \ • C, I `--.�_�\ ` / e' \\ \ \ \ \, \ \ \ \ \ h7 NSTORM LINE A, I �' _ ' ` ` ` `` \ / / \, \ 1 ,,,- / _ \ \ , \ ,\\ 1 \` \ \ ,`` ` / / I II l / - ��' .- ` 39 `` \ ` -• `I I ., •\ t \ \ -ce\ ,\ ` \``- , \ ` , \ 1 \ \ \ ` .� ,CENTER / / q� I , 24"FES \ -� ` \ \ ` ' \\ �'\ 1` ' \\ \ `\ `\ `` .\ ```•_- / ,� ' \ INV: 4889.09 \ I\t \ _ 1 I ; ,\ \ ,, ,�� \I `\ `, \ \ \ \� •..� \� • , / / / 1 •\ �� t , V V \ • .` \EDGES, -- EACH WAY, 3 CLEAR FROM ALL EARTHEN EDGE 5. SAFETY FLARED ANY OUTLET 8" OF GRATES END WIDE X 3' THE END SHALL SECTIONS FLARED DEEP SECTIONS. END AND 2' BEYOND BE PROVIDED BUT SHALL NOT SECTIONS. ATALL BE EACH INLET PLACED OUTSIDE AT CONSTRUCTION DOCUMENTS PELICAN LAKE RANCH FILING NO.2 STORM SEWER PLAN & PROFILE WELD COUNTY, COLORADO \ I \ , t51 , , , 1 I ,�, o / _ /V. _ ***e.-- _/ ... __` /I I ` •1,90________ '-138'--- ----- / ---. ----- / ,,- I ; 1 142 ' \ `\ `. `\ `. \�. i ! \� `\ `\ \ \`. `. �\ ``_ \, S. -`. STORM MAIN - PLAN VIEW LEGEND --- �1Op / -/00� \/00� 10p� / PROPOSED PROPOSED EXISTING EXISTING MAJOR MINOR MAJOR MINOR CONTOUR CONTOUR CONTOUR CONTOUR - • - PROPOSED SWALE/ROADSIDE DITCH 4915 4915 4915 4915 EXISTING PROPOSED PROPOSED EASEMENT EASEMENT CULVERT/STORM SEWER 4910 _ 4910 4910 4910 Ln STMH-2 (6' 0) ,w T rr o II n1 0+27.50 0.00' L RIM 4896.00 INV IN481.37 (W-54") INV IN 4883.37 (S-30") INV OUT 48 1.37 (E-54 CUT=15.1± M I-1-1 '---I.• 4-I 4 Z 811 CALL UNCC YOU 811 BEFORE DIG o °O rMH-1 (8' 6) EXISTING GRADE ALONG -- N 4905 0 ,r 2 ' +1 PROPOSED GRADE ALONG 4. ti • 4905 4905 _ 4905 o�> Z °0 a0 �`a,°� EXISTING GRADE —\ brn 00 d ao + — z Z co co D .- �r z z p ii ALONG toz��4 o o ' 1Z Q LO OO -, �r z o ii I rn� U --- ^`�� cot» > D �' cn �� E- w 102> > ~ 4900 ��—��---�� ---�®.� r A E Z Z Z o ` 4900 4900 4900 Ll u Hu, z z o I- 4900 / ` ,, \. cc; 1-800_922_1 �� OR 9 ,-tl �,, A �. , PROPOSED N _ t GRADE ALONG 4 •. --' 4895."--------"\-/-. _ 4895 4895 - - 4895 UTILITY CENTER NOTIFICATION OF COLORADO — 100-YR HGL .\ 4890 ; u) 4890 4890 4890 Z o� \ \\ 100-YR HGL � o4 \ �> = \ moo? 4� 4885 ^ 4885 4885 �gs�j�8� 4885 / PL \\ TAJ 4880 L-519.85' 4880 4880 4880 L-45 S-0.28% / L=26.06' 54" RCP L=339.37' - - - - S-0.28% S=3.44% 54" RCP S=0.84% 30" RCP 1/28/2025 54" RCP 4875 4875 4875 4875 ` 9+50 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 2+00 1+00 0+00 -0+50 _ STORM LINE A - PROFILE VIEW STORM MAIN PROFILE VIEW 0 60' 120' SHEET NUMBER I mml 1". 60' (HORIZONTAL) 1" = 6' (VERTICAL) ST2 126 141 1 1 1 1 4 4 4 3.33' 100 -YEAR MAX FLOW DEPTH 1 O 8' 1' MIN. FREEBOARD CHANNEL A V 1 4 2.62' 100 -YEAR MAX FLOW DEPTH 8' r 1' MIN. FREEBOARD CHANNEL B 1 4 1.23' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD � I 1 4 8' CHANNEL C 1.68' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD T 11 4 b- 8' 1 4 CHANNEL D 4 1.3' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 8' � 11 4 CHANNEL SECTIONS 1 1 1 1 4 0 5' 10' mml 1" = 5' (HORIZONTAL) 1.97' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 4 1 4 12' 1 1 4 4 - 1.96' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 8' CHANNEL H CHANNEL O - 1.67' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 10' f I 1 4 1 4 4 1 - 2.68' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD T 16' -� CHANNEL I CHANNEL P 0.67' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 10' 4 1 4 1.06' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 8' -� 4 CHANNEL J CHANNEL Q - 1.81' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 10' f 11 4 1 4 2.07' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 12' CHANNEL K CHANNEL R - 1.09' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD T 11 4 8' �1 CHANNEL E CHANNEL L - 2.23' 100 -YEAR MAX FLOW DEPTH V r 1' MIN. FREEBOARD 6' 4 1 1 4 - 1.09' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 16' CHANNEL F CHANNEL M - 1.63' 100 -YEAR MAX FLOW DEPTH r 1' MIN. FREEBOARD 4 H� 6' 4 4 1.81' 100 -YEAR MAX FLOW DEPTH 1' MIN. FREEBOARD 16' CHANNEL G CHANNEL N 4 4 1 1 4 4 1 1 W I- DESCRIPTION I REV. NO. aaaaaaaa U z Z.‹ O W t� BC � W o N N � z � J F- 0 RU(DZ cc% J Z a o0_U_v WELD COUNTY, COLORADO PROJ PL ENG : TAJ CHK[ DATE 1/28/2025 SHEET NUMBER CHI 127 141 i STORM SEWER NOTES: 1. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES OR THE INSIDE FACE OF INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 1A 4930 4930 4930 4925 4920 4915 4910 w w 0 L=85.47' S=1.17% 48" RCP CUTOFF WALL 4905 TYPE "H" RIPRAP D50=18", Lp=40', W=22', D=3' w w 0 4925 CULVERT 1B 4930 4925 4920 4920 w LL 0 4915 4915 4910 4910 4925 4905 4905 0+00 CULVERT 4 4925 1+00 1+35 4925 4920 4920 co , r 4915 Lwi� Wv 4915 — — — — 4910 4910 L=51.86' S=0.77% 15" RCP 4905 CUTOFF WALL 4905 "VL" TYPE RIPRAP D50=6", Lp=4', W=2', D-1' 0+00 CULVERT 11 4935 1+00 1+15 4935 4930 4930 15"F S INV: 4 23.50 15" FES INV: 4922.92 4925 4925 4920 4920 �l 4915 .i Nur' 4915 CUTOFF WALL TYPE "VL" RIPRAP - 4910 D50=6", Lp=4', W=3', D=1' 4910 0+00 4910 1+00 1+15 CULVERT 23 4910 4905 4905 N 4900 30" FES N. O) 4900 co .7r- 5 0 4895 4895 co 05 �— �� 4890 4890 1.0 11523 \ \ \ °" \ \ RCP 4885 WALL - 4885 CUTOFF TYPE "L" RIPRAP W=8', D=1.5' D50=9", Lp=19', 4883 4883 L=85.47' S=1.17% 48" RCP CUTOFF WALL TYPE "H" RIPRAP D50=18", Lp=40', W=22', D=3' w w 0 v INV 4920 4915 4910 4905 0+00 CULVERT 5 4900 1+00 1+35 4900 4895 4895 o co LL w co 4890 - MZ w� 4890 OZ CO - - - 4885 4885 L-61.75' 4880 S-0.77% 4880 36" RCP CUTOFF WALL 4875 TYPE "M" RIPRAP D50=12", Lp=26', W=11', D=2' 4875 0+00 4930 1+00 1+25 CULVERT 20A 4930 4925 4925 O 0 0 492049204915 w 36" FES O w V V NT'E1 4915 4910 L-84.35' 4910 S=2.37% 36" RCP CUTOFF WALL 4905 4905 TYPE "L" RIPRAP D50=9", Lp=30', W=13', D=1.5' 0+00 4890 1+00 CULVERT 24A 4890 1+50 4885 4880 w w 0 M INV: 4875.25 4885 4875 INV: 4875.01 4880 4875 4870 L-62.77' S-0.38% 30" RCP 4865 CUTOFF WALL 4870 TYPE "L" RIPRAP D50=9", Lp=25', W=13', D=1.5' 4865 CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) CULVERT 2 4930 4930 4925 4925 4920 0 INV: 4913.50 O w0 w `-` u_4920 > 4915 co Z M 4915 4910 4910 L=62.01' 36" 36" RCP RCP 4905 CUTOFF WALL 4905 TYPE "L" RIPRAP D5o=9", Lp=24', W=9', D=1.5' 0+00 CULVERT 6 4905 1+001+12 4905 4900 4900 ID 24" FES 4895 In Lu LL N z 4895 V Z 4890 4890 L=54.05' S=0.93% — 4885 4885 24" RCP CUTOFF WALL 4880 TYPE "VL" RIPRAP Lp=12', W=6', D=1' 4880 D50=6", 0+00 4930 1+00 1+15 CULVERT 20B 4930 4925 4925 0 O w w LL _� O :::zE 4915 4910 L-84.56' 4910 S=2.37% 36" RCP 7 CUTOFF WALL 4905 4905 TYPE "L" RIPRAP D50=9", Lp=30', W=13', D=1.5' 0+00 4890 1+00 CULVERT 24B 4890 1+50 4885 4885 4880 U) N o Ij V 4880 30" FES co LU L 4 z z co 4875 4875 4870 - 4870 L-62.77' S-0.38% 30" RCP f / 4865 CUTOFF WALL 4865 TYPE "L" RIPRAP D50=9", Lp=25', W=13', D=1.5' CULVERT 3 4920 4920 4915 4915 INV: 4905.25 N 4910 O 30" FES 4910 w°' u_ r 0> M Z 4905 4905 - - - - - - 4900 L=83.17' 4900 S=1.15% 30" RCP CUTOFF 4895 WALL 4895 - TYPE "L" RIPRAP D50=9", Lp=16', W=7', D=1.5' 4890 4890 0+00 CULVERT 8 4920 1+00 1+33 4920 4915 4915 4910 CD C.O 4910 Ili co in O 11.1 v- F10 to 4905 4905 _ 4900 L=61.26' 4900 S=0.52% 15" RCP CUTOFF WALL 4895 4895 TYPE "VL" RIPRAP D50=6", Lp=4' W=2' D-1' 0+00 CULVERT 22 4940 1+00 1+20 4940 4935 4935 co 4930M 4 o W:::: u `-` 0 > Z O 5 Z 4925 .r 4920 4920 L=63.66' S-1.22% 30" RCP 7 4915 CUTOFF WALL 4915 TYPE "L" RIPRAP - D50=9", Lp=16', W=7', D=1.5' 0+00 CULVERT 25 4940 1+00 1+30 4940 4935 4935 0 0 co 4930 4930 U w w c0z => Z 4925 4925 ---- L-57.08' S=1.24% 4920 18" RCP 4920 CUTOFF WALL D50=6", TYPE "VL" RIPRAP 4915 Lp=5', W=3', D=1' 4915 W I- 0 DESCRIPTION I REV. NO. aaaaaaaa WELD COUNTY, COLORADO ICHKI1 _ PL TAJ DATE 1/28/2025 SHEET NUMBER 0+00 1+00 1+65 0+00 1+00 1+25 0+00 1+00 1+25 0+00 1+00 1+15 CLV1 128 141 I STORM SEWER NOTES: 1. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES OR THE INSIDE FACE OF INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 2. PIPES CONSTRUCTED UNDER THE TRAVEL LANES OF NEW PUBLIC ROADWAY SHALL BE RCP OR AN APPROVED EQUAL. 3. PIPES CONSTRUCTED IN RIGHT OF WAY FOR PRIVATE DRIVEWAY ACCESS SHALL BE AT LEAST CMP OR AN APPROVED EQUAL. 4. CUTOFF WALLS SHALL BE INSTALLED BELOW ALL OUTLET FLARED END SECTIONS AND SHALL BE 4,500 PSI CONCRETE WITH EPDXY COATED #5 REBAR 12" ON CENTER EACH WAY, 3" CLEAR FROM ALL EARTHEN EDGES, 8" WIDE X 3' DEEP AND 2' BEYOND EACH OUTSIDE EDGE OF THE END SECTIONS. 5. SAFETY GRATES SHALL BE PROVIDED AT ALL INLET FLARED END SECTIONS BUT SHALL NOT BE PLACED AT ANY OUTLET FLARED END SECTIONS. CULVERT 25.1 4940 4940 4935 4935 O u m 4930 4930 Lu.,,- co rn 'CoZ w > - 00 z _ _ 4925 4925 L-51.86' — - s-1.10% 18" 4920 RCP 4920 CUTOFF WALL 4915 TYPE "VL" RIPRAP 4915 D50=6", Lp=6', W=3', D=1' 0+00 CULVERT 29.1 4925 1+00 1+15 4925 4920 4920 O O N. O up w� w y) 4915 LL w� �Z > 4915 �Z - 4910 4910 L=51.86' S=1.98 % 18" RCP 4905 4905 CUTOFF WALL TYPE "VL" RIPRAP Lp=5', W=3', D=1' 4900 4900 D50=6", 0+00 CULVERT 34 4915 1+00 1+15 4915 4910 4910 VD N w v Ni 4905 w o O H 4905 NZ U_> N 4900 4900 L-57.92' _ S=0.83%° 4895 24" RCP 4895 CUTOFF WALL TYPE "VL" RIPRAP D50=6", Lp=9', W=4' D-1' 4890 4890 0+00 4880 1+00 1+15 CULVERT 37C 4880 4875 4875 4870 u up 0 4870 30" FES 00 V INV: 4865. w LL 4865 4865 4860 L-67.50' 4860 S-0.67% 30" RCP CUTOFF WALL 4855 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 4855 CULVERT 27 4910 4910 4905 4905 c cr> co c5"co 4900 4900 oco oZ Z — 4895 4895 - ^' L=64.50' S=0 38% 4890 30" RCP 4890 CUTOFF WALL D50=9", TYPE "L" RIPRAP 4885 Lp=18', W=8', D=1.5' 4885 0+00 4915 1+00 1+15 CULVERT 30 4915 4910 4910 N C""). co� a) 4905 w� w 4905 4Z N - 4900 4900 L=77.79' s=0.50% 4895 24" RCP 4895 CUTOFF WALL "L" 4890 TYPE RIPRAP - 4890 D50=9", Lp=13', W=7', D=1.5' 0+00 4920 1+00 1+35 CULVERT PROFILES 0 50' 100' Emi 1" = 50' (HORIZONTAL) 1" = 10' (VERTICAL) CULVERT 28 4915 4915 4910 4910 O N 4905 18" FES 0 4905 co v cu > z 0 4900 4900 L=51 86' 4895 S=0.80% 4895 18" RCP CUTOFF WALL 4890 4890 TYPE "VL" RIPRAP D50=6", Lp=8', W=5', D=1' 0+00 CULVERT 31 4900 1+00 1+15 4900 4895 r 4890 w w (o CO INV: 4886.16 co w w M O cci co co > z 4895 4885 4890 4880 L-56.46' S=0.29% 36" RCP 4875 CUTOFF WALL TYPE "L" RIPRAP D50=9", Lp=22', W=9', D=1.5' 4885 4880 4875 0+00 1+00 1+25 CULVERT 35 CULVERT 37A 4920 4915 4915 0 c 4910 24" FES O co LL `" INV: 4905. 4910 O z 4905 4905 — — _ _ _ _ 4900 L=62.73' 4900 S=1.12% 24" RCP CUTOFF WALL 4895 TYPE "L" RIPRAP D50=9", Lp=13', W=6', D=1.5' 4895 4880 4880 4875 4870 INV: 4865.55 w w O co co co co 4875 4865 4860 L-67.50' S-0.67% 30" RCP 4855 CUTOFF WALL 4870 4865 4860 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 4855 0+00 1+00 1+15 0+00 4905 4900 4895 4890 4885 CULVERT 38A L=194.87' S-2.38% 36" RCP CUTOFF WALL 4880 w U- (0 M O rn co CO > z 1+00 1+25 4905 4905 4900 4895 TYPE "L" RIPRAP D50=9", Lp=30', W=16', D=1.5' 4890 4885 4900 4895 4890 4885 CULVERT 29 4910 4910 4905 4905 30" FES INV: 4897.00 I30" FES INV: 4896.75 4900 4900 4895 4895 4890 4890 4885 TYPE "VL" RIPRAP —/ 4885 D50=6", Lp=15', W=6', D=1' 0+00 CULVERT 32 4905 1+00 1+30 4905 4900 4900 INV: 4893.79 30" FES 4895 4895 4890 4890 4885 4885 TYPE "L" RIPRAP J 4880 D50=9", Lp=20', W=9', D=1.5' 4880 0+00 4880 1+00 1+30 CULVERT 37B 4880 4875 4875 0 O 4870 INV: 4865. 4870 LU o ' z 4865 4865 ` 4860 L=67.50' 4860 S-0.67% 30" RCP CUTOFF WALL 4855 J/ 4855 TYPE "L" RIPRAP D50=9", Lp=25', W=19', D=1.5' 0+00 CULVERT 38B L=199.78' S-2.32% 36" RCP CUTOFF WALL 4880 4880 w w O M NV: 4839.00 TYPE "L" RIPRAP D50=9", Lp=30', W=16', D=1.5' 1+00 1+25 4905 4900 4895 4890 4885 4880 DATE DESCRIPTION I REV. NO. *1*1*1*1 WELD COUNTY, COLORADO PL TAJ CHKC DATE 1/28/2025 SHEET NUMBER 0+00 1+00 1+25 0+00 1+00 2+00 2+60 0+00 1+00 2+00 2+65 CLV2 129 141 Hello