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Home My WebLink About20252333.tiff al CONSTRUCTION DOCUMENTS cc .„ COUNTY ROAD 32 AND COUNTY ROAD 39 IMPROVEMENTS ir011 Qz `" ASSOCIATED WITH PELICAN LAKE RANCH FILING NO. 2 Q J LOCATED INSECTIONS 1 1 AND 17 Ce tn OC 3, 4, 5, 8, 9, 0, 5, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, W COUNTY OF WELD STATE OF COLORADO PROJECT CONTACTS: UTILITY CONTACTS: OWNER: WATER: w REI LIMITED LIABILITY CO CENTRAL WELD COUNTY WATER DISTRICT (CWCWD) i SHEET LIST TABLE o P.O. BOX 156 2235 2ND AVENUE RED FEATHER LAKES, CO 80545 GREELEY, CO 80631 / _ SHEET NUMBER SHEET TITLE SHEET DESCRIPTION CONTACT: TBD � t 1 COVER SHEET CS1 MUNICIPALITY: 0 01 2 M&S STANDARDS SHEET MS1 WELD COUNTY ELECTRIC: C.) �� — 1 U CONTACT: MAXWELL NADER 3 TYPICAL SECTIONS TS1 UNITED POWER, INC. 1150 O ST. i 4 GENERAL NOTES GN1 GREELEY, CO 80631 COOPERATIVE WAY BRIGHTON, CO 80603 970.304.6498 CONTACT: MARJORIE ZAMORA � 5 SUMMARY OF APPROXIMATE QUANTITIES QT1 EMAIL: MZAMORA@UNITEDPOWER.COM �h c� WCR 38 6 SURVEY CONTROL DIAGRAM SC1 CIVIL ENGINEER: PHONE: 303.659.0551 - 7SURVEY CONTROL DIAGRAM 2 TERRA FORMA SOLUTIONS J M CO O G SC CONTACT: TODD JOHNSON, PE GAS: / 8 SURVEY CONTROL DIAGRAM SC2 ZO 3465 SOUTH GAYLORD COURT, A304 / ENGLEWOOD, CO 80113 ATMOS ENERGY CORPORATION - 9 HORIZONTAL CONTROL PLAN HC1 a 1555 BLAKE STREET, SUITE 450 10 RIGHT-OF-WAY PLAN ROW1 a_ DENVER, CO 80202 SURVEYOR: CONTACT: BETHANY NITZELct U 0 11 RIGHT-OF-WAY PLAN ROW2 W ACKLAM , INC. EMAIL: BETHANY.NITZEL@ATMOSENERGY.COM 12 EXISTING CONDITIONS & DEMOLITION PLAN EX1 0 BRIGHTON, CO 80601 tE 133 S. 27TH AVE PHONE: 888.286.6700 13 EXISTING CONDITIONS & DEMOLITION PLAN EX2 A WCR 32 O 1 14 COUNTY ROAD 32 PLAN & PROFILE RD1 Z U - PROJECT AREA 15 COUNTY ROAD 32 PLAN & PROFILE RD2 .1 aaaaaaaa r 16 COUNTY ROAD 32 PLAN & PROFILE RD3 WCR 28 a) 17 COUNTY ROAD 39 PLAN & PROFILE RD4 0 U 18 COUNTY ROAD 39 PLAN & PROFILE RD5 y _ 19 COUNTY ROAD 39 PLAN & PROFILE RD6 20 INTERSECTION DETAILS RD5 21 EROSION CONTROL PLAN EC1 CO 22 EROSION CONTROL PLAN EC2 Q TABULATION OF LENGTH & DESIGN DATA WCR 24 I / I 23 SIGNAGE AND STRIPING PLAN SP1 Q STATION LINEAR FEET -AC 24 SIGNAGE AND STRIPING PLAN SP2 ON ROADWAY MAJOR STRUCTURE 25 CONSTRUCTION TRAFFIC CONTROL PLAN TCP1 L.f� COUNTY ROAD 32 VICINITY MAP 26 CONSTRUCTION TRAFFIC CONTROL PLAN TCP2 1"=10,000' BEGIN STA. 6+98.16 2,082 - 27 COUNTY ROAD 32 CROSS SECTIONS CS1 7 END STA. 27+80.16 Z 28 COUNTY ROAD 32 CROSS SECTIONS CS2 COUNTY ROAD 39 29 COUNTY ROAD 32 CROSS SECTIONS CS3 D BEGIN STA. 16+41.77 2,692 - 30 COUNTY ROAD 39 CROSS SECTIONS CS4 0 END STA. 43+34.19 31 COUNTY ROAD 39 CROSS SECTIONS CS5 U 32 COUNTY ROAD 39 CROSS SECTIONS CS6 0 TOTALS 4,774 - 33 CONSTRUCTION DETAILS DT1 Z 34 CONSTRUCTION DETAILS DT2 SUMMARY LINEAR FEET MILES 35 CONSTRUCTION DETAILS DT3 co ROADWAY 4,774 0.90 w QF- 1. a � QzW fY MAJOR STRUCTURE - - 80 W W SiJ PROJECT GROSS AND NET LENGTH 4,774 0.90 Z �/ 2 = 0 DESIGN DATA F IZ z � ZO W 0 MINIMUM CURVE RADIUS (FEET) N/A 5 0 MAXIMUM GRADE 4.70% c) 0 C 0 w MINIMUM S.S.D. HORIZONTAL (FEET) N/A MINIMUM S.S.D. VERTICAL (FEET) 612' (65 MPH DESIGN SPEED, 3% UP GRADE) MAXIMUM DESIGN SPEET (MPH) 65 MPH UNCC PL CALL BEFORE YOU DIG TAJ 811 THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN 81I BASIS OF OR DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT 1/27/2025 D SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF THE SOUTHOF • ONE-QUARTER OF SECTION • •' • 1 -800-922- 1987 ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINEEING ANY WORK. THEONE-QUARTER CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CORNEROF SAID SECTION •' ON THE UTILITY NOTIFICATION CONFLICTING SIBILITYUTILITIES. FORTHEACCU ENGINEER AND/RACY OR OR- - -LETENESS SHOWN. "PLS : • . :BEARSCORNER•• • SAID MARKED CENTER OF COLORADO a Qz 0 C4 In 411 I aJ 0 in CC W PLAN M STANDARD PAGE PLAN M STANDARD PAGE PLAN S STANDARD NUMBER TITLE NUMBER NUMBER TITLE NUMBER NUMBER TITLE w 1- p M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 p M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 79-97 p S-612-1 DELINEATOR INSTALLATIONS (8 SHEETS) o CIM-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 31 INCHES (19 SHEETS) p S-613-1 ROADWAY LIGHTING (8 SHEETS) p M-203-1 APPROACH ROADS 8 p M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) 98-101 ® S-614-1 TYPICAL GROUND SIGN PLACEMENT (2 SHEETS) p M-203-2 DITCH TYPES 9 p M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 102-104 1E1S-614-2 CLASS I SIGNS p M-203-11 SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS 10-12 p M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 p S-614-3 CLASS II SIGNS (3 SHEETS) (11 SHEETS) 0 M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 p S-614-4 CLASS III SIGNS (3 SHEETS) p M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 p S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS p M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 p M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 FOR CLASS III SIGNS (2 SHEETS) z (2 SHEETS) p M-607-3 BARRIER FENCE 122 p S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS a p M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) . . . .17-18 p M-607-4 DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS) 123-127 FOR CLASS III SIGNS (2 SHEETS) E p M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 CIM-607-10 PICKET SNOW FENCE 128 p S-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SH U w o p M-210-1 MAILBOX SUPPORTS (2 SHEETS) 30-31 p M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 p S-614-9 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 p M-214-1 NURSERY STOCK DETAILS 32 p M-608-1 CURB RAMPS (10 SHEETS) 138-147 p S-614-10 MARKER ASSEMBLY INSTALLATIONS zz p M-216-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 p M-609-1 CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 p S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS w aaaaaaaa p M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 p M-611-1 CATTLE GUARD (2 SHEETS) 152-153 p S-614-12 STRUCTURE NUMBER INSTALLATION (2 SHEETS) p M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 40 p M-611-2 DEER GUARD (2 SHEETS) 154-155 p S-614-14 FLASHING BEACON AND SIGN INSTALLATIONS (4 p M-601-1 SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 41-42 p M-614-1 RUMBLE STRIPS (3 SHEETS) 156-158 p S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS (2 SHEETS) p M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 p S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS. p M-601-2 DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 43-44 CD p M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 (2 SHEETS) CO (2 SHEETS) p M-615-2 EMBANKMENT PROTECTOR TYPE 5 162 CI S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 0 p M-601-3 TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 45-46 El S-614-40 TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST a (2 SHEETS) p M-616-1 INVERTED SIPHON 163 65'-75' SINGLE MAST ARMS (5 SHEETS) p M-601-10 HEADWALL FOR PIPES 47 p M-620-1 FIELD LABORATORY CLASS 1 164 p S-614-40A ALTERNATIVE TRAFFIC SIGNAL p M-601-11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 p M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 25'-55' SINGLE MAST ARMS (4 SHEETS) p M-601-12 HEADWALLS AND PIPE OUTLET PAVING 49 p M-620-11 FIELD OFFICE CLASS 1 167 p S-614-41 TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) . z p M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) . . . 50-51 p M-620-12 FIELD OFFICE CLASS 2 168 p S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) D p M-603-1 METAL PIPE (4 SHEETS) 52-55 p M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 p S-614-43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DE 0Imm p M-603-2 REINFORCED CONCRETE PIPE 56 (8 SHEETS) 0 W p M-603-3 PRECAST CONCRETE BOX CULVERT 57 p S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) CI W z p S-614-50 STATIC SIGN MONOTUBE STRUCTURES (12 SHEE p M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 a (i) AND POLYPROPYLENE PIPE (AASHTO M330) p S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHE CV i_ Cr) wO p M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 ® S-627-1 PAVEMENT MARKINGS (9 SHEETS) w 0 I— Cd o p M 603 6 STEEL REINFORCED POLYETHYLENE 60 p S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTI( a Z a g AND POLYPROPYLENE PIPE (AASHTO M330) COLORADO (24 SHEETS) ° W0 O o p M-603-10 CONCRETE AND METAL END SECTIONS 61 DEPARTMENT OF TRANSPORTATION p S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMF Z 2 Z ov p M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 AND VERTICAL PANELS p > � z � � z (3 SHEETS) TABLE OF CONTENTS p S-630-3 FLASHING BEACON (PORTABLE) DETAILS (5) z 0 8 O M 604 10 INLET, TYPE C 65 O S-630-4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATII i D Et 0 M ,<S C STANDARDS DESIGN (2 SHEETS)p M-604-11 INLET, TYPE D 66z p M-604-12 CURB INLET TYPE R (2 SHEETS) 67-68 p S-630-5 PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHE U 0 2 M Lj p M-604-13 CONCRETE INLET TYPE 13 69I JULY 31 , 2019 p S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY) p M-604-20 MANHOLES (3 SHEETS) 70-72 p S-630-7 ROLLING(3SHEETS)ROADBLOCKS FOR TRAFFIC CONTROL . . p M-604-25 VANE GRATE INLET (5 SHEETS) 73-77 p M-605-1 SUBSURFACE DRAINS 78 Q 1 ce v, Qz LI- p D QJ Ce U) Ce W EX EX ROW ROW CL ROW DEDICATION 60' EXISTING R.O.W. W H Q 0 — 70' PROPOSED R.O.W. _ PAVEMENT WIDENING VARIES 0'- 13' __ 24' I 10 12' PROPOSED 12' EXISTING __ 12' EXISTING TRAVEL LANE TRAVEL LANE TRAVEL LANE RESET EXISTING 1' I FENCE TO NEW R.O.W. RAVEL f SOULDER I 8' Z 2% 2`)/02`)/00 5:1 MAX f— �— —i H a_ HILEARZONE U 2' SAWCUT& U) OVERLAY W EXISTING ROAD FINISHED GRADE 2" DEPTH SAFETY EDGE WITH A 30-35° MEET EXISTING GROUND SUBGRADE PER GEOTECH REPORT SLOPE AND SHOULDER MATERIAL U AGGREGATE BASE COURSE PER GEOTECH REPORT EXISTING GROUND o Z 2/a dddddddd ASPHALT PER GEOTECH REPORT �— W PROPOSED TYPICAL COUNTY ROAD 32 ROADWAY SECTION 30° -35° SLOPE IA-WIMP/Ms RURAL COLLECTOR (LOOKING EAST) SUBGRADE PER GEOTECH REPORT /II0) CO AGGREGATE BASE COURSE PER GEOTECH REPORT 0 ASPHALT PER GEOTECH REPORT Q O 11 SAFETY EDGE DETAIL SCALE: 1" = 2' NOTE: z D SEE GEOTECHNICAL REPORT FOR PAVEMENT/BASE COARSE SPECIFICATIONS AND O EX EX THICKNESS. AT A MINIMUM, THE SURFACE SHALL BE 4" BITUMINOUS PAVING ON TOP 0 ROW CL ROW ROW OF 4" OF CDOT CLASS 5 OR CLASS 6 ABC ON 9" OF SCARIFIED SUBGRADE Q COMPACTED TO 95%AND PASSED A PROOF ROLLER TEST. 7 60' EXISTING R.O.W. __ 15' R.O.W. DEDICATION (N Z r co 75' PROPOSED R.O.W. Z V J O 0 I — 2I, �— PAVEMENT WIDENING I < Z < VARIES 0'- 25' I W O 1' EX W GRAVEL _ 12' EXISTING 12' EXISTING _ 10' CLEAR ZONE U 8 0 W 0 _ TRAVEL LANE TRAVEL LANE 12' PROPOSED 12' PROPOSED LL SHOULDER TRAVEL LANE TRAVEL LANE Z RESET EXISTING Q Z FENCE TO NEW R.O.W. �_ D z O O 0 1' D L.f_ U `) 0� GRAVEL ZOci- > r 2% 2% SHOULDER oUH W 5:1 MAX MEET EXISTING GROUND 4:/ MgX 2' SAWCUT& $ 4\— EXISTING ROAD FINISHED GRADE OVERLAY — 2" DEPTH SUBGRADE PER GEOTECH REPORT EXISTING GROUND AGGREGATE BASE COURSE PER GEOTECH REPORT ASPHALT PER GEOTECH REPORT PROPOSED TYPICAL COUNTY ROAD 39 ROADWAY SECTION PL RURAL COLLECTOR (LOOKING NORTH) TAJ 1/27/2025 0 5' 1 cr TS 1 , . — , 1" , 5' (HORIZONTAL) WELD COUNTY NOTES GENERAL NOTES UTILITY NOTES < 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, THE WELD COUNTY 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN STANDARD REFERENCES AS APPLICABLE: ENGINEERING AND CONSTRUCTION CRITERIA, COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS Ce a. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, JANUARY 2021. FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023, OR AS AMENDED, AND THE M&S STANDARD PLANS DATED MAY 2024, TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR vi b. WELD COUNTY PROJECT SPECIAL PROVISIONS OR AS AMENDED. ALL WORK WILL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND SERVICE LATERALS (INCLUDING DEPTHS)WHICH MAY (41/11 Q Z c. CDOT FIELD MATERIALS MANUAL CONFLICT WITH THE PROPOSED CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT d. CDOT CONSTRUCTION MANUAL 2. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE CONTRACT, THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC)AT 1-800-922-1987, OR 811, AT LEAST TWO WORKING DAYS PRIOR 11. p AND (1) COPY OF THE STORMWATER MANAGEMENT PLAN FOR THE PROJECT TO BEGINNING EXCAVATIONS OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UNREGISTERED e. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION UTILITIES ARE TO BE LOCATED BY CONTRACTING THE RESPECTIVE REPRESENTATIVES. THE CONTRACTOR, AT THE J f. CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT CONTRACTOR'S EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE O g. CDOT STANDARD PLANS (M&S STANDARDS) 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN DAMAGED DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES AND IRRIGATION SHALL BE ^/ h. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION)AND THE CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. Ii COLORADO SUPPLEMENT THERETO CONSTRUCTION. i. AASHTO ROADSIDE DESIGN GUIDE 2. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE TIMELY 4. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY BY RELOCATION OF THEIR FACILITIES. THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: THE CONTRACTOR BY SWEEPING. THE CONTRACTOR SHALL REPAIR ANY PAVEMENT FAILURES CAUSED BY THE UNFORESEEN IMPACTED UTILITIES. THE UTILITY WORK SHALL BE INCLUDED IN THE CONTRACTOR'S SCHEDULE. CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED COLORADO DEPARTMENT OF TRANSPORTATION SUBSIDIARY TO THE WORK. CBID PLANS ROOM TRAFFIC CONTROL NOTES 4201 EAST ARKANSAS AVENUE 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION AT AND ADJACENT TO THE JOB SITE W DENVER, CO 80222-3400 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL 1. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWO WEEKS PRIOR TO EFFECTING TRAFFIC ~ Q (303) 757-9313 PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC FOR APPROVAL. THIS TRAFFIC CONTROL PLAN SHALL INCLUDE DETAILS ABOUT MAINTAINING ACCESS DURING 0 SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION, ONE ACCESS SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE, 2. ACCESS CONSTRUCTION WITHIN ROAD ROW AND ALL ROAD IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT(S)AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, ONSITE AT ALL TIMES, ONE (1)SIGNED COPY OF THE APPROVED TRAFFIC CONTROL PLAN. MHT MUST BE SIGNED BY A TCS NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 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 3. THE CONTRACTOR SHALL PROVIDE ON-SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE BOARD OF COUNTY COMMISSIONERS. 6. THE CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE R.O.W., EASEMENTS, AND THOSE AREAS WITHIN THE LIMITS OF REASONABLY CLOSE TO THE CONSTRUCTION SITE. CONSTRUCTION AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL KEEP EQUIPMENT AND 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO MATERIAL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER 2. CERTIFIED FLAGGERS WILL BE ALLOWED WHEN NECESSARY FOR CONSTRUCTION DURING DAYLIGHT HOURS. TWO 12 FOOT ADDITIONAL COST. AGREEMENTS WITH PROPERTY OWNERS AS DEEMED NECESSARY. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE LANES PLUS 2 FOOT SHOULDERS MUST BE ESTABLISHED TO ACCOMODATE TRAFFIC DURING ALL NIGHT TIME HOURS. 5. THE CONTRACTOR MUST KEEP ALL OPERATIONS, INCLUDING ALL EQUIPMENT, WITHIN THE DELINEATED EASEMENTS, RIGHT OF WAY, RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENT ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL EARTHWORK NOTES CONSTRUCTION EASEMENTS MAY BE REQUIRED. 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 Z 6. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR(TCS)TO MANAGE CONSTRUCTION SIGNAGE AND FROM THE PROJECT INSPECTOR. 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST FOR THE O SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN WELD COUNTY RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK DUST PALLIATIVE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF GRADING. ~ a_ IS IN PROGRESS. 7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF E 7. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN WELD COUNTY RIGHT OF WAY. THEIR PROPERTY AND/OR THEIR DRIVEWAY. U) SURVEY NOTES w 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. 0 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION 9. THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE WELD COUNTY RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS AT NO ADDITIONAL COST TO THE PROJECT. 1. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND RESET IF DAMAGED. o PERMIT AND RIGHT-OF-WAY USE PERMIT. Z 10. FAILURE TO COMPLY WITH STORMWATER REGULATORY REQUIREMENTS MAY RESULT IN ENFORCEMENT ACTIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES ENVIRONMENTAL NOTES w dddddddd ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PRIOR TO COMMENCEMENT OF CONSTRUCTION. PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, 1. ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA WILL BE CLEAN OF NOXIOUS WEEDS AND WILL BE SUBJECT TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATION AND TO INSPECTION. ALL VEHICLES WILL BE WASHED THOROUGHLY TO REMOVE DIRT, PLANT MATERIALS, AND OTHER FOREIGN TRENCHING. MATERIALS PRIOR TO ENTERING THE PROJECT SITE. NOXIOUS WEEDS OBSERVED IN AND NEAR THE CONSTRUCTION SITE UNLESS OTHERWISE IDENTIFIED BY WELD COUNTY OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL SHALL BE TREATED WITH HERBICIDE OR MECHANICALLY REMOVED PRIOR TO ANY GROUND DISTURBANCE. SOIL (CDPHE)WATER QUALITY CONTROL DIVISION (WQCD)AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, SUPPORTING NOXIOUS WEEDS OF MORE THAN 10 PERCENT SHALL NOT BE USED AS TOPSOIL DURING REVEGETATION THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO EFFORTS. PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE CO WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM THROUGHOUT CONSTRUCTION. 2. A QUALIFIED BIOLOGIST SHALL CONDUCT A BIRDS OF PREY SURVEY PRIOR TO START OF ANY CONSTRUCTION THAT IS Q FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR PLANNED TO OCCUR BETWEEN FEBRUARY 1 AND AUGUST 31. THE SURVEY SHALL BE CONDUCTED NO MORE THAN 7 DAYS CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR 12. THE CONTRACTOR SHALL ADDRESS LOCAL DRAINAGE DURING EACH PHASE OF CONSTRUCTION. THIS SHALL NOT BE PAID PRIOR TO CONSTRUCTION. IF AN ACTIVE NEST IS OBSERVED WITHIN THE RECOMMENDED 50 FOOT BUFFER AREA, THE O ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 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 11 HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML ORDER TO COMPLY WITH THE CPW RECOMMENDED BUFFER ZONES AND SEASONAL RESTRICTIONS FOR COLORADO 13. ALL BACKFILL MATERIAL AND EMBANKMENT SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND TECHNICAL RAPTORS GUIDANCE. 11. THE TYPES, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE SPECIFICATIONS AND THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL BRIDGE CONSTRUCTION, 2017 EDITION, EXCEPT WHERE NOTED OTHERWISE. 3. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG Z UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL COLORADO HAVE FLEDGED. IN COLORADO, MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. 811. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES. 14. TYPE OF COMPACTION FOR ABC CLASS 6 WILL BE AASHTO T-180. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A O 12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS, INCLUDING FENCES, SIGNS, CULVERTS, AND ROADS, AND THE REMAINDER OF THE PROJECT IS AASHTO T-209/SECTION 203 OF CDOT RED BOOK NOTE G1. BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. DAMAGED DURING EXECUTION OF THE WORK. 0 13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD. DAMAGED PINS WILL BE REPLACED BY THE 15. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING, BUT NOT LIMITED TO, DRIVES, FENCES, 4. CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS SHALL BE COMPLETED BEFORE Q CONTRACTOR AT THEIR OWN EXPENSE. RETAINING WALLS, TREES, VEGETATION, AND BURIED IRRIGATION. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND 7 REPAIRED AT THE CONTRACTOR'S EXPENSE WITH 48 HOURS OF NOTIFICATION BY THE OWNER. AUGUST 31, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX(6) INCHES OR LESS PRIOR TO APRIL 1. Z 14. ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, Q IN THE GEOLOGIC AND PRELIMINARY ON-SITE WASTEWATER TREATMENT SYSTEM SITE AND SOIL EVALUATION (PROJECT#20-1130) BY 16. BREAKPOINTS ON SLOPES AND IN BOTTOM OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING SHALL BE IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX(6) INCHES. FAILURE TO MAINTAIN N SOILOGIC. VEGETATION HEIGHT OF SIX(6) INCHES OR LESS MAY POSTPONE PROJECT CONSTRUCTION. APPEARANCE. r co w 0 15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. W 0 I- LLI OQ 16. CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER, AS 17. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED PER THE TYPICAL 2 7 < IDENTIFIED IN CONTRACT DOCUMENTS. CROSS SECTION, USING A SAW AND OR ROTOMILL OR OTHER METHOD AS APPROVED BY THE ENGINEER, TO CREATE A D < L O CLEAN CONSTRUCTION JOINT. THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING. THE CONTRACTOR WILL BE U O W Z J O 17. KEEP ALL ROADS FREE OF MUD AND DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS REQUIRED TO PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATIONS. THE 0 0 FROM ALL ROADS AT THE END OF EACH WORK DAY. RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. 0 in 18. PRIOR TO EARTHWORK CONSTRUCTION, EXISTING CONCRETE, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHOULD BE ZO Q H REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS. 18. THE CONTRACTOR SHALL NOT LEAVE A VERTICAL EDGE NEXT TO TRAVELED WAY DURING CONSTRUCTION. ALL SLOPED Z SHALL NOT BE LESS THAN A 3:1 TAPER. C.) O la D 19. NO FILL MATERIAL SHALL BE PLACED, WORKED, AND OR ROLLED WHILE THE MATERIAL IS FROZEN, THAWING, OR DURING n/ laO POOR/INCLEMENT WEATHER CONDITIONS. 1- LL 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS Z OCl- W 0 20. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANY TIME. ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATIONS. O w 21. NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT, ON 0 0 G- �+ WEEKENDS, ON HOLIDAYS, OR DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY. 20. THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT 22. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BE SAWCUT AT PROJECT EXTENTS, WHERE NEW BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK. ASPHALT OR CONCRETE PAVEMENT WILL BE PLACED. 23. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES 21. CONSTRUCTION SHALL FOLLOW THE PHASING PLAN. ANY VARIATIONS SHALL BE SUBMITTED TO THE ENGINEER ONE WEEK MUST BE MAINTAINED BY THE CONTRACTOR. PRIOR TO CONSTRUCTION FOR APPROVAL OR REJECTION. 24. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE, OR APPROVED BY WELD COUNTY RIGHT-OF-WAY USE PERMIT. 22. ALL DETOUR PAVING SHALL INCLUDE, BUT NOT BE LIMITED TO, ASPHALT, ABC, EMBANKMENT MATERIAL, TEMPORARY 25. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY CULVERT EXTENSIONS, AND ANYTHING ELSE REQUIRED TO SAFELY ACCOMMODATE TEMPORARY TRAFFIC AS DIRECTED BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. THE ENGINEER. 26. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PL 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. TAJ 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. 1/27/2025 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 GN1 RIGHT TO VIEW OR RETAIN ANY AND ALL SCALE TICKETS. a SUMMARY OF APPROXIMATE QUANTITIES - BASE BID TABULATION OF ROADWAY QUANTITIES E 1 INDEX ROADWAY AGGREGATE BASE COURSE ASPHALT PAVEMENT GRAVEL SHOULDER ITEMNO. CONTRACT ITEM UNIT PLAN AS CONST. STATION/LOCATION SF FINAL SF FINAL SF FINAL In 201-00001 CLEARING AND GRUBBING LS 1 COUNTY ROAD 32 4 ' O BOOK PAGE SHEET o 202-01000 REMOVAL OF FENCE LF 10,315 STA. 6+98.16 TO STA. 27+80.16 25,625 25,625 2,050 i 202-00220 REMOVAL OF ASHPHALT MAT SY 1,065 COUNTY ROAD 39 I < A 202-05026 SAWING ASPHALT MATERIAL (6 INCH) LF 4,785 STA. 16+41.77 TO STA. 43+34.19 45,695 45,695 2,665 c/ 0-- 203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 780 203-00060 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 1,7101 w 207-00205 TOPSOIL (STOCKPILE & REDISTRIBUTE) CY 1,225 —11 1 208-00002 EROSION LOG TYPE 1 (12 INCH) EA 14 208-00020 SILT FENCE LF 3,170 212-00006 SEEDING (NATIVE) ACRE 1.4 w I- 614-00011 SIGN PANEL (CLASS I) EA 7 Q< 614-00216 STEEL SIGNPOST (2x2 INCH TUBING) EA 7 626-00007 MOBILIZATION LS 1 627-00002 THERMOPLASTIC PAVEMENT MARKING EA 9 627-00004 EPDXY PAVEMENT MARKING LF 19,475 630-00016 TRAFFIC CONTROL (SPECIAL) LS 1 z 0 I= a E U w 0 0 z dddddddd w a) W cil ~- Q Q ~ O a Z i 3 Z W o a 0 E Q X Z O Q 0. N CL CO w L'Ilm wQr o LL o � a O WO o C J C O Q z it: O L.f_ E 0 Z O 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., A PI/11 ►A►TX/ /1C In ICI in cTATC c r r+/1► inn A►n LAJl./1V / T Vr VVCLU, J I/11 C 'Jr L./LILL/TV`IUV M95056 M94931 M94952 JIN P59939 FOUND PANEL POINT106 M95048 FOUND PANEL POINT 105 60D NAIL U 60D NAIL RE/LTD LIABILITY CO M95063 M95030 M95024 M95019 M94951 INVESTORS LTD.LIABILITY CO. M95064 P59941 M95035 M95009 M94938 (SHERIFF'S DEED)REC.NO.2393929 M95014 M95008 11 I RE/LTD LIABILITY CO M94942 RP7368 (SHERIFF'S DEED)REC.NO.2393929 M94937 87 M94922 N89°1824'I E 5327.56' VN89°41'00"E 2560.65' V 16115 1 N 89°41'16"E 2560.83' 18117 -/ I NORTHERLY LINE,NW 1/4 SEC. 16 1/4 CORNER NORTHERLY LINE, 3.25"ALUM.CAP �f PLS 16415 1995 SEC 9/SEC 16 NE 1/4 SEC. 16 NORTHERLY LINE,N 1/2 SEC. 17 17116 2.5"ALUM.CAP FOUND 3.LS ALUM.CAP PLS 2LUM.0671 CAP PLS 38285 2015 FOUND 2.5"ALUM.CAP PLS 23501 I I I I I I I I I I t co U Li N CO d- (:3d- N N W NW1/4 SECT/ON 17 NE1/4 SECT/ON 17 z NW1/4 SECT/ON 16 Iw z I Lu NE1/4 SECT/ON 16 6, z T3NR65W 6TH PM I T3NR65W 6TH PM o z T3NR65W 6TH PM I T3NR65W 6TH PM M cp J o c z w ( 1- W I I I I M 0 0 FOUND PANEL POINT 102 60D NAIL I M94935 0 0 ill RE/LTD LIABILITY CO INVESTORS LTD.LIABILITY CO STATE OFCOLORADO (SHERIFF'S DEED)REC.NO.2393929 REC.NO.I 2980623 I U I M94943 Co c I M94944 I 1/4 CORNER NN < — -/ SEC 16/SEC 15 "' N 89°25'42"E 5327.77' - _ - - _ - - - - _ - - _ _ - - - N 89°34'15"i E 5130.33' - - / 1' 3.25"ALUM.CAP Z - - — — — — — — — — — — — — — — — — — — — 1/4 CORNER NORTHERLY LINE,S 1/2 SEC. 16 to rn J SOUTHERLY LINE,S 1/2 SEC. 17 SEC 17/SEC 16 i PLS 37045 FOUND2.5"ALUM.CAP EN o PLS 20671 o W Z 1- W I I I I I I I I co o U W rn M u) O co N Lu N W SW1/4 SECT/ON 17 I SE1/4 SECT/ON 17 z SW1/4 SECT/ON 16 I SE1/4 SECT/ON l6 N. T3NR65W 6TH PM I T3NR65W 6TH PM N _ T3NR65W 6TH PM T3NR65W 6TH PM o J o o ct W z FW- � cn w W I I I I I I I FOUND PANEL POINT 101 I MAG NAIL M94917 I M94919 M94945 I M94918 16115 \ _ 352 3.25"BRASS CAP 19120 M94921 16/17 S 89°27'15"W 5139.32' / M94916 PARTIALLY ILLEGIBLE FOUND 3.25"ALUM.CAP S 89°3321"W 2663.90' 1/4 CORNER S 89°32'52"W 2663.99' 17116 PLS 38285 2015 SEC 17/SEC 20 WELD COUNTY ROAD 32 20/21 SOUTHERLY LINE, S 1/2 SEC. 16 PLS 16415 SOUTHERLY LINE, SW 1/4 SEC. 17 SOUTHERLY LINE, SE 1/4 SEC. 17 FOUND2.5"ALUM.CAP FOUND PANEL POINT 100 FOUND 3.25"ALUM.CAP PLS 32829 2000 MAG NAIL PLS 33642 2006 Li LEGEND SCALE: N.T.S. 0 SECTION CORNER AS NOTED DATE:01/13/25 CLIENT NAME. REI, LLC/INVESTORS LLC CALCULATED SECTION CORNER JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION @ FOUND PROPERTY CORNER MARKED PLS 11399 JOB NAME:PELICAN LAKE RANCH FILING NO2 Ackl a m, Inc. S C I o FOUND PROPERTY CORNER MARKED PLS 16415 DRAWN:JAH CHK: CAD 0 FOUND PROPERTY CORNER MARKED PLS 32829 REV: - Brighton,13 S.27thCOAvenue0601 C 80601 O SET PROPERTY CORNER MARKED PLS 37070 AFE NO: 6 35 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIORAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:27pm 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., Nnn► ►A►TX/ nC tnICI in cTnTC in nn► n►7ninn I L,L/ JIV 1 T Lir VVCLU, J I/1 I C 'Jr L./LILL/TV`IUIJ M94933 / 1/4 CORNER SEC 4/SEC 9 M94927 M94950 / / BEEBEp��FAR S 9R/( y M94936 FOUND422006UM.CAP N89°35'S8"E 2632.409asao 1 N 89°32'11"E 2652.19' N 89°32'14"E 2652.19' N 89°35'54"E 2632.48' / 91 0 _// 1 817 NORTHERLY LINE,NW 1/4 SEC.8 1/4 CORNER NORTHERLY LINE,NE 1/4 SEC. 8 9 NORTHERLY LINE,NW 1/4 SEC.9 FOUND 3.25"ALUM.CAP NORTHERLY LINE,NE 1/4 SEC.9 PLS 16425 1985 FOUND 3.25"ALUM.CAP SEC 5/SEC 8 3.25"ALUM.CAP FOUND 3.25"ALUM.CAP PLS 16425 1985 _ PLS 38285 2015 1 PLS 37045 CAP STAMPED INCORRECTLY / / RP7385 C; 1 / / RP7396 CI 7 / 7 7 1 1 7 / t, rn oe / W RP7397 W ii W N O V- / / co c CO N LU N S NW1/4 SECT/ON 8 NE1/4 SECT/ON 8 / z NW1/4 SECT/ON 9 NE1/4 SECT/ON 9 o ? T3NR65W 6TH PM I T3NR65W 6TH PM l N J T3NR65W 6TH PM T3N R65W 6TH PM CO J O ce I / z W Z W I I RE/LTD L/AB/L/TYCO ,a 1 RF7398 (SHERIFF'S DEED)REC.NO.2393929 O 1 O h M97654 0 C. Q w N\ 1 M97653\ ` / I \ \ 1 / / M97652 C7 \ \ U / M94941 / ^ N P59938 \ \ 1 — — — RP7369 co 1/4 CORNER 1/4 CORNER / — — _ — — — — — — — N 89°38'32"E 5193.18'— _ — — , SEC 9/SEC 10 N 89°25'07"E 5316.24' w IF 2.5"ALUM.CAP SEC 7/SEC 8, — — — _ — — — — —. SAY — — —1— — — — — -. - — — — �1/4 CORNER NORTHERLY LINE, to z 3.25"ALUM.CAP MS PARK /NORTHERLYLINE, S 1/2 SEC.8 SECB/SEC9 N J PLS 32444 2011 PLS 38285 2015 \ / VU FAR / 3.25"ALUM.CAP S 1/2 SEC.9 o EY W / EgE BRA / — PLS 34995 Lu \ \ co / / 1 \ / M97651 0 W / 1 M94934 \ ---__ / FOUND PANEL POINT 104 NAIL GONE,SHOT AT PAINT LEG INTERSECTION P59940 M97650 t) I U w Zo 0Lri M w N �S M95075 US Co Z N M97649 0 4 ON J CD Cr M95011 M95012 M95070 Z U) 0) W (.j co 0 M97647 W U CI N G ci a M97648 cso N N SW1/4 SECT/ON 8 I 5E1/4 SECT/ON 8 SW1/4 SECT/ON 9 SE/4 SECT/ON 9 _ z N usT3NR65W 6TH PM I T3NR65W 6TH PM T3NR65W 6TH PM T3NR65W 6TH PM o o M95069 coW o J co O W M95068 z V) 0M95005 O M95006 1 1 1 M95056 M94931 \ M94952 FOUND 1 P59939 PANEL POINT 106 FOUND PANEL POINT 105 M95048 60D NAIL 60D NAIL RE/LTD L/AB/L/TYCO. M95063 M95030 M95024 M95019 M94951 INVESTORS LTD.L/AB/LITYCO. M95064 P59941 M94938 M95035 M95009 (SHERIFF'S DEED)REC.NO.2393929 ‹i M95014 M95008 RE/LTD L/AB/L/TY CO M94942 RP7368 (SHERIFF'S DEED)REC. NO.2393929 M94937 9110 87 M94922 N 89°1824"E 5327.56' N 89°41'00"E 2560.65' 47 3. 5 ALUM.CAP N 89°41'16"E 2560.83' 18 7 / I NORTHERLY LINE,NW 1/4 SEC. 16 1/4 CORNER NORTHERLY LINE, {rf PLS 16415 1995 SEC 9/SEC 16 NE 1/4 SEC. 16 NORTHERLY LINE,N 1/2 SEC. 17 17116 2 5"ALU . FOUND 3. ALUM.CAP I FOUND2.5"ALUM.CAP 2LSAL6 CAP PLLSS 38285 2015 M CAP 2008 PLS 23501 I 1 1 SCALE: N.T.S. CLIENT NAME. REI, LLC/INVESTORS LLC DATE:01/13/25 JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION JOB NAME:PELICAN LAKE RANCH FILING NO2 Acklam Inc. SC2 , DRAWN:JAH CHK: CAD 133 S.27th Avenue REV: Brighton,CO 80601 AFE NO: 7 35 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:28pm 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., r'+/11 ►A►TX/ /1C IA ICI in CTATC in nin I /1lAinn L,L/ JIV 1 T Lir VVCLU, J I/1 I C 'Jr L./LILL/TV`IUIJ 7 1/4 CORNER WELD COUNTY ROAD 38 :4301133:ND SEC 32/SEC 5 N 89°39'53"E 1333.19' N 89°39'57"E 1333.31' N 89°45'51"E 2638.43' N 89°24'41"E 2620.70' /FOUND 3.25"ALUM.CAP 32133 NORTHERLY LINE,NW 1/4 SEC.4 1/4 CORNERNORTHERLY LINE, l 2.5"ALUM.CAP PLS 11399CAP NORTHERLY LINE,NW 1/4 NE 1/4 SEC.5 E 1/16CORNER NORTHERLY LINE,NE 1/4 NE 1/4 SEC. 5 514 ILLEGIBLE RP6786 SEC 33/SEC 4 NE 1/4 SEC.4 RP6804 RP7402 I SEC 32/SEC 5 2.5"ALUM.CAP 3"BRASS CAP RP6789 I FOUND 2"ALUM.CAP PLS 38572 2021 1PLS ILLEGIBLE PLS ILLEGIBLE I Ln N U) vIz LLI ix-; 1 i -1- I-- co I W M Z °_ Z r' LLi N W v z N z o J O J O > >-- z 1 J z -E-' IW I) 1 I I I , 1 1 d NE//4 SECTION T3N R65W 6TH PM N - N 1/16 CORNERNE1/4 SECT/ON 4 SEC 6/SEC 5 NW1/4 SECT/ON 5 N 89°43'50"E 1331.20' N 89°32'11"E 1331.46' w NW1/4 SECTION 4 3.25°ALUM.CAP T3N R65W 6TH PM T3NR65W 6TH PM I T3N R65W 6TH PM C-N 1/16CORNER SOUTHERLY LINE,NW 1/4 NE 1/4 SEC.5 NW 1/16CORNER SOUTHERLY LINE,NE 1/4 NE 1/4 SEC.5 M - PLS 38285 2015 RP6765 SECTION 5 RP6766 RP6768 SECTION 5 M 3"ALUM.CAP I NOT FOUND o PARTIALLY ILLEGIBLE Z I-- W PLS 16425 19XX 0) I I 1 I d I w N 1 M co Z M . Icwi) I M �; I En us w Z N z °' -J I O —1 I o >- z I z � I- w 4-4 1' I d' v C i I ,%1 1 c\I cs w I 1 ' w 1/4 CORNER — J — _ W N 89°38'12"E 5297.92' I — — — — — — — — — — US_ -�— — SEC 6/SEC 5 A — — — — — — — — — — - - I — — — — — — — — — — — — — — I z — — — N LLi 3.25"ALUM.CAP '7 NORTHERLY LINE,S 1/2 SEC.5 1/4 CORNER =1 rn M z >- N OO J RP6779 5/SEC 4 J O PLS 38285 2015 RP6764 2.5"ALUM.CAP W o I O K I PLS 20671 2008 I- Z W W I Li., Cl) W I 1 M I % I O O tlt ° 11:144 I �S U d W is) co d d- N 1 RI u) SW1/4 SECTION 5 11 SE1/4 SECTION 5 .. z SW1/4 SECTION 4 I SE1/4 SECTION 4 T3N R65W 6TH "' T3N R65W 6TH PM T3N R65W 6TH PM T3N R65W 6TH PM M J N t O cr o W p W Z z I I I 1 I I I M94933 11/4 CORNER I M94950 / BEE8eD M94936 SEC 4/SEC 9 M94940 M94927 / ��AR'SP4RK� _ PLS 33642 2006 UM.CAP N 89°35'58"E 2632.40' F N 89°32'11"E 2652.19' N 89°32'14"E 2652.19' N 89°35'54"E 2632.48' qY I % FOUND 3.25"ALUM.CAP 154 / NORTHERLY LINE,NW 1/4 SEC.9 NORTHERLY LINE, PLS 164251985 817 NORTHERLY LINE, NW 1/4 SEC.8 1/4 CORNER NORTHERLY LINE,NE 1/4819 NE 1/4 SEC.9 FOUND 3. SEC 5/SEC 8 3.25"ALUM.CAP PLS ALUM.CAP FOUND 3.25"ALUM.CAP PLS 16425 1985 _ 38285 2015 1 PLS 37045 RE/LTD L/AB/L/TYCO CAP STAMPED INCORRECTLY I / (SHERIFF'S DEED)REC.NO.2393929 / RP7385 GG / / RP7396 0I 1 I 7 / \ I I SCALE: N.T.S. CLIENT NAME. REI, LLC/INVESTORS LLC DATE:01/13/25 JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION JOB NAME:PELICAN LAKE RANCH FILING NO2 Acklam, Inc. SC2 DRAWN:JAH CHK: CAD 133 S.27th Avenue REV: Brighton,CO 80601 AFE NO: 8 35 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:28pm Q N: 1330960.39 E: 3225116.89 E 1 END: 73+05.07 0 fA co fo V) N- 0 ((I'i' a) 41111 O o • M a 0 a J 0 CCU) IX pC O M. FILING NO. 1 W o M1• �j Lni o rnI .I N I 23 O wI— O \ Q + Z 0 0 0 0 ----------------- in N: 1328965.07 E: 3225122.52 PI: 53+09.75 �; Z 0 o aco _ o w 0 O z II 0 0 + O 0) CO 0 o 0 o coin I z Z a 0 + O O. co ml 0 0 Lb Z a re o N in Z N PELICAN LAKEr co w o RANCH FILING NO. 2 w 0 I— 0 o DQz .1 < z o0wa + o n/ 5 I 0 0 CV Z WZ } > O z z DZON o fI I- 0Ltrt o O 00 � � w + 8 02i O O + O STATION EQUATION z N: 1323705.52 wcadE: 3225168.03 rn o0 STA: 0+50 � (COUNTY ROAD 32) 7 N t O STA: 0+50 N o + (COUNTY ROAD 39) 0 ,r, w IF__-_-N.. N: 1323705.13 E: 3225118.04 5+00 10+00- 15+00_ 20+00 25+00 30+00 _35+00 40+00 _45+00 50+00 -54 28 1/27/2025 BEGIN: 0+00 �� IN89°33'21"E 2713.90' "' COUNTY ROAD 32 1 1 1 IN89°32152"E 2713.97' 1% N: 1323726.17 0 400 800 N: 1323655.52 E: 3227831.85 E: 3230545.74 E: 3225168.47 Q 1 cc V) iro0 0 o LL p < ablcl 0 Q O rg PELICAN LAKE RANCH H FILING NO. 2 Z O t) w I- in COUNTY ROAD 32 KEYMAP z O M PELICAN LAKE a O RANCH FILING NO. 2 o a u) w o IX 10'ADDITIONAL R.O.W. DEDICATION O J O 40' PROPOSED R.O.W. 'w 30' R.O.W. DEDICATION PROPOSED ROADWAY WIDENING m W aaaaaaaa O L . _ . . . . �w _ _ X X X X X ' x X X X X X X X X X X IW -. . . — _, , ,. T w COUNTY ROAD 32 z Cyr) 60' R.O.W. BK. 48, PG. 153 EXISTING EDGE OF PAVEMENT O= 0 EXISTING SECTION LINE/ROAD CENTERLINE U Qi- 2 L.I_ Z D 0 0 0 Z Z li Q a PELICAN LAKE Q w 0 o0 w' RANCH FILING NO. 2 Q Z a a >' 10'ADDITIONAL R.O.W. DEDICATION UO O w OJ O O 40' PROPOSED R.O.W. 0 1Um' EXISTING EDGE OF PAVEMENTZOW cum }Q 30' R.O.W. DEDICATION H ~ w� " z wX X X X X X X — X X — , X X x = — X x — = X = — � Z �/ = o ' x X X X r/ w ° U2E w zI COUNTY ROAD 32 J' 60' R.O.W. EXISTING SECTION LINE/ROAD CENTERLINE U' BK. 48, PG. 153 H <I 2 I 1/27/2025 10Cr 20p 1" = 100' (HORIZONTAL) Ts1-1NIW ° ROW1 10 Q lie in 15'ADDITIONAL R.O.W. DEDICATION ' g O 1 � _ 45' PROPOSED R.O.W. I I J 30' R.O.W. DEDICATION - Jan EXISTING SECTION LINE EXISTING EDGE OF PAVEMENT I W CCe 60 R.O.W. m U) COUNTY ROAD 39 BK. 48, PG. 121 I W r PELICAN LAKE RANCH I� Z FILING NO. 2 - ' 0 — — 1 w t) X _( xX )( X _( X X X X X� X X X )( �( X X x z PROPOSED ROADWAY WIDENING J W H M = o o IP_ I g IQ PELICAN LAKE I� COUNTY ROAD 32 I H RANCH FILING NO. 2 Z KEYMAP 0 O t8 z 0 I= a E 0 w 0 15'ADDITIONAL R.O.W. DEDICATION d EXISTING EDGE OF PAVEMENT 45' PROPOSED R.O.W. I w aaaaaaaa >1 I� Ct O 30' R.O.W. DEDICATION 0 COl EXISTING SECTION LINE 60' R.O.W. Iw Q BK. 48, PG. 121 m wl COUNTY ROAD 39 IW WI IW CO 0)' _ �)` _ , 0 i X X z PROPOSED ROADWAY WIDENING Iz O JI IJ11 2 = 01 IP H PELICAN LAKE QI RANCH FILING NO. 2 L<CI Z 21 D I 0 0 0 Z Z Q Q N J EQI— * 0 QzQ Ir o0 5 J w � ° ��// 15'ADDITIONAL R.O.W. DEDICATION 0 LL- G O 45' PROPOSED R.O.W. Z w I � L.f�ZOH UJ mil >I 30' R.O.W. DEDICATION - z I 0 O EXISTING EDGE OF PAVEMENT 60' R.O.W. O ii, COI BK. 48, PG. 121 COUNTY ROAD 39 o U 2 2 al W . , . \ . , . , ' I X X -�� ( x x x x - X x x X A f x x x x x x x x )( w z1 EXISTING SECTION LINE JI PELICAN LAKE 6-1 RANCH FILING NO. 2 l' III Q I► I 1\1 CV' 1/27/2025 .. .. Q 1 cc V) 4111 0 o LI- p < nj M cc ow C Q O cc 1 IZ PELICAN LAKE RANCH H FILING NO. 2 Z O tU PELICAN LAKE RANCH w FILING NO. 2 Q (SEE SEPARATE PLAN SET) REMOVE & RESET EXISTING FENCE TO I 0 PROPOSED R.O.W. ALONG FILING 2 FRONTAGE REMOVE EXISTING CENTERLINE STRIPING 'Q SAW CUT AND REMOVE EXISTING ASPHALT w COUNTY ROAD 32 24" WIDE, 2" DEPTH Im KEYMAP EXISTING EDGE OF PAVEMENT LLI 7 x x x x x x x x x x x x x x—IW EXISTING CONDITIONS NOTES: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� 1. THE UNDERGROUND UTILITY INFORMATION SHOWN HAS I I I I I I I I I I I I i I I 1 I I I I I I I BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 'W NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL z i Z MUNICIPALITY/DISTRICT. THE ACCURACY AND 0 I COMPLETENESS OF THIS INFORMATION CANNOT BE H COUNTY ROAD 32 —I COMPLETENESS AND THE CONTRACTOR SHALL CONFIRM '= UNDERGROUND UTILITY LOCATIONS PRIOR TO U 60' R.O.W. U CONSTRUCTION. w BK. 48, PG. 153 '� 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY 0 ACKLAM, INC. 12 DEMOLITION PLAN NOTES: z I 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL W <<<<<<<< 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 Z DAMAGE ANY SITE FEATURES NOT INDICATED FOR REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR II RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL J CONDITION AT NO ADDITIONAL COST. 0) CIN 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE CO INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. Q 0 LEGEND 0 ~ I/ J EXISTING MAJOR CONTOUR 0 EXISTING MINOR CONTOUR Z LU EXISTING EASEMENT W EXISTING GAS LINE D 0 EXISTING COMMUNICATIONS LINE O 06 0 EXISTING WATER LINE th EXISTING OVERHEAD ELECTRIC LINES Z Z 0 EXISTING UNDERGROUND ELECTRIC LINE _ EXISTING FENCE PELICAN LAKE RANCH � CV � I FILING NO. 2 EXISTING IMPROVEMENTS TO BE REMOVED z Cj 0 (SEE SEPARATE PLAN SET) W Q I— Z o W' REMOVE & RESET EXISTING FENCE TO < z0 fY PROPOSED R.O.W. ALONG FILING 2 FRONTAGE SAW CUT AND REMOVE EXISTING ASPHALT O ON 1-1-10 Q' 24"WIDE, 2" DEPTH UNCC 0 L. 0 m REMOVE EXISTING CENTERLINE STRIPING 81CALL BEFORE Z C.)<' } EXISTING EDGE OF PAVEMENT (FROM AERIAL) YOU DIG O W\\ Z WI- x x x _ x x x x — X x x x - x x x x x x _ x x x x x x x a 811 ? zoo W E/ °Z 0 Cci- 0 WI 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1 -800-922- 1987 o _ W j z JI COUNTY ROAD 32 UTILITY NOTIFICATION Ui 60' R.O.W. I CENTER OF COLORADO H' BK. 48, PG. 153 < 21 ' I � PL — r TAJ _ yr � - .� 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) EXI 12 35 Q 1 cc V) Qz LL < nj M cc 0- 0 Q O cc 1 PELICAN LAKE RANCH H FILING NO. 2 LU I O I- I O t) '0 J w 60' SAW CUT AND REMOVE EXISTING ASPHALT R.O.W. REMOVE EXISTING CENTERLINE STRIPING 24" WIDE, 2" DEPTH '_w ~0 BK. 48, PG. 121 EXISTING EDGE OF PAVEMENT COUNTY ROAD 39 Iw 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 I" COUNTY ROAD 32 1 1 r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 KEYMAP r-X X X X X x x x x x x X X -- x X x x x X X X X X �z _1 EXISTING CONDITIONS NOTES: L 1. THE UNDERGROUND UTILITY INFORMATION SHOWN HAS BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT 'I- NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL z REMOVE & RESET EXISTING FENCE TO MUNICIPALITY/DISTRICT. THE ACCURACY AND _O COMPLETENESS OF THIS INFORMATION CANNOT BE (- PROPOSED R.O.W. ALONG FILING 2 FRONTAGE 12 a GUARANTEED AND THE CONTRACTOR SHALL CONFIRM E UNDERGROUND UTILITY LOCATIONS PRIOR TO PELICAN LAKE RANCH 1 CONSTRUCTION. W FILING NO. 2 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY 0 (SEE SEPARATE PLAN SET) ACKLAM, INC. DEMOLITION PLAN NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL w aaaaaaaa 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 Z DAMAGE ANY SITE FEATURES NOT INDICATED FOR REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR 04 RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL J CONDITION AT NO ADDITIONAL COST. 0) CL 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE CO INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. Q Z LEGEND 0 ~ I/ J EXISTING MAJOR CONTOUR 0 EXISTING MINOR CONTOUR EXISTING EASEMENT Z W EXISTING GAS LINE D 0 EXISTING COMMUNICATIONS LINE O 06 0 EXISTING WATER LINE Uvi EXISTING OVERHEAD ELECTRIC LINES 0 Z Z O w' EXISTING UNDERGROUND ELECTRIC LINE _ EXISTING FENCE Im 01 SAW CUT AND REMOVE EXISTING ASPHALT EXISTING EDGE OF PAVEMENT N REMOVE EXISTING CENTERLINE STRIPING 60' R.O.W. BK. 48, PG. 121 24" WIDE, 2" DEPTH EXISTING IMPROVEMENTS TO BE REMOVED HCf) CO (I) 0 0 CO' Lij0 ~ Z a WI COUNTY ROAD 39 Q w 0 0 w I ° V o 1 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 U N CC 0 L.L 2 U 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 CALL BEFORE Z LV w' - - YOU DIG O } X X X X X X X X U Z � Z X X X - X :: X X X - X X X X X X X X 811 811 DzoIm o J� D OR � Dr/ y U _i Z0 � )7 o 0 1 -800-922- 1987 ° O - W I—' REMOVE & RESET EXISTING FENCE TO Q PROPOSED R.O.W. ALONG FILING 2 FRONTAGE UTILITY NOTIFICATION 21 PELICAN LAKE RANCH CENTER OF COLORADO FILING NO. 2 (SEE SEPARATE PLAN SET) I I ' TAJ il 1 /1/1 1/27/2025 0 60' 120' I mml I 1" = 60' (HORIZONTAL) EX2 13 35 Q 1 cc V) iforil 0 z I, c, v v / v .___. O H + Cl') \ \ / / D I I / v4 J 11 G v v Q Nc , 1 4 M 0 1,\, 1, , _ 0 N \ �� 0. O 1 / cc * N �`� PELICAN LAKE RANCH , , s �v PELICAN LAKE RANCH W Z _ NOT A PART- ! \ \ / - _ _ Z FILING NO. 2 FILING NO. 2I— / / �- ,�� (SEE SEPARATE PLAN SET) v 0 N \ V �9�0 A \ c< c /11 / O �� A �� I / 10'ADDITIONAL R.O.W. DEDICATION I_ W Vs' - I O �� \ I 40' PROPOSED R.O.W. ' L IN 1 V A EXISTING FENCE RESET \ G l V A TO PROPOSED R.O.W. N_ / 60' R.O.W. 30' R.O.W. DEDICATION liJ.J / BEGIN WIDENING \� ALONG FILING 2 // BK. 48, PG. 153 �W o I �� A \ �� STA:6+98.07 FRONTAGE N / / 14+00 - OS:12.16' L \ X - -� X — COUNTY ROAD 32 - - - o - - o — - - o . A �3- LLJ KEYMAP -- _ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 8+00 9+I p 10 00 / 11 00 12 00 I 13 00 CD LEGEND + 4920 7+00 / z I i COUNTY ROAD 32 =- _ --_- _ L -_ _ w EXISTING EASEMENT 2621 660' REDIRECT&TURN LANE TAPER(55:1) .1 — �� EXISTING GAS LINE Z o - - - - - - - - /� �\ �' II EXISTING COMMUNICATIONS LINE o EXISTING EDGE OF PAVEMENT V U EXISTING WATER LINE \ �� EXISTING OVERHEAD ELECTRIC LINES u) 2 EXISTING UNDERGROUND ELECTRIC LINE 0 N \ I EXISTING FENCE d Z \ PROPOSED EASEMENT v - - > dddddddd ��0 ��s X PROPOSED FENCE W o I I 1 s \ PROPOSED CULVERT/STORM SEWER 1 v N N -- /OO`� PROPOSED MAJOR CONTOUR COUNTY ROAD 32 - PLAN VIEW - /oO�� PROPOSED MINOR CONTOUR / �700 / EXISTING MAJOR CONTOUR / \700� / EXISTING MINOR CONTOUR C) CO 0 Q W O Et ml LL - O Z 0t O o6 U Z 4935 4935 Q a Z J Q CL 4930 Lr) N. oi N.7,_ , 00 N 00 ICL) cr) w el co o M co 4930 (� N ++ ii rn7,_ EXISTING GRADE °' W 0 I- o a ii > + ii �� BEST FIT ALONG 4_ + 4 4925 `" w Q w U) w < w 4 a° 4925 0 0 W 0 OJ > > w > > 0.91% A I F- w + 71-w O II o co UNCC > > 1.19% •A -2.4g/ > > ,, > Lo CALL BEFORE Z LV ° w a r YOU DIG O \ I- w c~i) w 0 � Z 51% 1.20% '2.9g% II 4 r c,iU 0.72°�° o_ � Qw + � �, � 4920 811 811 � Z � Z o 4920 0 • N I HP STA=6+63.62 a) 2.64° ~ J < > 7 OR ^ d - HP ELEV=4924.62 6 c� 5 5 < LLJ D C) 0 L.� 0 co rn PVI STA=6+92.66 + o w ii > ZOO O W 4915 N N LP STA=1+75.50 N C a PVI ELEV=4925.04 _2 p3j o_ a i- w 4915 1 -800-922- 1987 1 987 U U ai o LP ELEV=4920.04 ai o F- > A.D.=-3.39 I- > w + ° PVI STA=1+94.25 + rn K=36.82 2'1 7% a PVI ELEV=4919.70 Q71- 125.00'VC 5 UTILITY NOTIFICATION H > A.D.=1.92 I- > ° CENTER OF COLORADO 4910 `� K=78.03 u) 2 p,i 4910 150.00'VC 4905 4905 PL 4900 4900 TAJ 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 14+00 111,_-!-N....yr -- 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD 1 COUNTY ROAD 32 PROFILE VIEW 1" = 6' (VERTICAL) 14 35 Q 1 cc V) 0 g z \ , , . \ LI- 0 — 410 v / / v / 3 /v 1 0, I\ / ��, Q PI / Ce / / - / \ �i o \ 5c / \ 0'D \ 9s 000 A I O li 0rg V - �90 PELICAN LAKE RANCH - i / o c) I- FILING NO. 2 \\ / PELICAN LAKE RANCH z Do Z �' N // FILING NO 1 . 2 I r900 / (SEE SEPARATE PLAN SET) f 1 / I CO 10'ADDITIONAL R.O.W. DEDICATION / W EXISTING FENCE RESET TO PROPOSED \ / END WIDENING H I- HI 60' R.O.W. 40' PROPOSED R.O.W. / 4905 -_ R.O.W. ALONG FILING 2 FRONTAGE STA:27+80.16 I W in BK. 48, PG. 153 30' R.O.W. DEDICATION / - OS:12.53' L W Is I 12' 12' --I \ .12' )( R �� X X X X X 2 W o _� �- - CO _ ��— '-�' R3o' Rao, o W COUNTY KEYMAP o _ W 15+00 -16+00 -17+00 18+00- r19+00 21+00 22+00 N 23+00- 24+00 25+00� 26+00 27+ I 20+00 _ _ - 28+00� ' LEGEND ' I _ -- _ COUNTY ROAD 32 w W -_ I EXISTING EASEMENT 650' LEFT TURN LANE - - V 660' REDIRECT TAPER (55:1) / - J EXISTING GAS LINE Z -II // EXISTING EDGE OF PAVEMENT ; = 0 EXISTING COMMUNICATIONS LINE 0 � � UI � I� EXISTING WATER LINE I2 EXISTING OVERHEAD ELECTRIC LINES W 2I \ \ ) �, EXISTING UNDERGROUND ELECTRIC LINE 0 II 0° ��0 0 ��-- EXISTING FENCEoz o s �� 1 PROPOSED EASEMENT <<<<<<<< CSN / / X PROPOSED FENCE W \ V A / / � A 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER N / -100`� PROPOSED MAJOR CONTOUR COUNTY ROAD 32 - PLAN VIEW -10p�� PROPOSED MINOR CONTOUR / �700 / EXISTING MAJOR CONTOUR / \700, / EXISTING MINOR CONTOUR 0) CO 0 Q W O I/ ml— IL O Z 0X D 12. O OS U Z 4920 4920 Q a PVI STA=24+65.44 Z J rn PVI ELEV=4903.82 N c A.D.=-3.33 N 4915 + 71_ o o K=45.10 4915 CV N ii rnco 150.00'VC Z (o M EXISTING GRADE ii > N ii o rn PVI STA=27+50.30 Z O BEST FIT ALONG Q w Q w + rn i °o PVI ELEV=4890.72 W 0 7 0 v~) w I- _1 N o o ~ o `er A.D.=4.46 L a 4910 a > > N II ; ,± K=44.80 4910 U LLI a > < J N I N N 200.00'VC O O 0 cn w Q > 6 j11UNCC O Q U A I A -0.83% < w H > ~ CALL BEFORE z W 1.12% a -0.75% �' N CO M O } 0 -0.42% ° 5 5 o o o YOU DIG _ I- -0.90% + rn rn Z 4905 I a co U Q 4905 a 811 D z O z o in HP STA=18+90.72 in N. -1.27%' • cn 0- u) a- D OR I j 0 r/ ' Q ti LP STA=15+89.07 ti co a HP ELEV=4908.23 + o Z CO MO J co co N. PVI STA=18+72.54 rn O 4900 + o LP ELEV=4906.15 N. a 0 4900 1 -800-922- 1987 8 v v PVI STA=15+51.77 co + Q U PVI ELEV=4908.83 Q Q a PVI ELEV=4905.24 A.D.=-1.95 u) ,460° i- > A.D.=3.18 i- > K=128.18 UTILITY NOTIFICATION u) K=78.52 a- 250.00'VC 4895 250.00'VC O 4895 CENTER OF COLORADO 4890 4890 PL 4885 4885 TAJ 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 28+00 11".__Nos..ir -- 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD2 COUNTY ROAD 32 PROFILE VIEW 1" = 6' (VERTICAL) 15 35 Q lie in \ il lill 0o / p \ N 0 / / / J \ — V� °� °' CePI Ow � / co � _ / // cc) II II 0 Ce P PELICAN LAKE RANCH rd o PELICAN LAKE RANCH NLIJ N �� j FILING NO. 2 [v A N Z FILING No. z �O I (SEE SEPARATE PLAN SET) A v Ln' —I N 10'ADDITIONAL R.O.W. DEDICATION EXISTING FENCE RESET TO PROPOSED \ W 60' R.O.W. \ \ R.O.W. ALONG FILING 2 FRONTAGE I- I— WI BK. 48, PG. 153 40' PROPOSED R.O.W. in WII 30' R.O.W. DEDICATION- — -- I ) \ I I (� X X X X X X X X X X ; _ X X X; X X X X X _ _ UNTY ROAD W 39+00 40+00 41+0o COKEYMAP32 LLI r 29+00 30+00 31+00 32+00 33+00 34+00 35+00 \ 36+00 37+00 38+00 I j I I I I I I I I I W I COUNTY ROAD 32 - - _ ___ , LEGEND Z )I EXISTING EASEMENT EXISTING EDGE OF PAVEMENT _' EXISTING GAS LINE z \ 1, 0 0 \ EXISTING COMMUNICATIONS LINE F I—IEXISTING WATER LINE \ EXISTING OVERHEAD ELECTRIC LINES 0 21 ,c5) EXISTING UNDERGROUND ELECTRIC LINE 0 u \ EXISTING FENCE o \V i PROPOSED EASEMENT <<<<<<<< \ X PROPOSED FENCE N \ \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER —/00`� PROPOSED MAJOR CONTOUR COUNTY ROAD 32 - PLAN VIEW - /00�� PROPOSED MINOR CONTOUR / �=00 / EXISTING MAJOR CONTOUR / \700� / EXISTING MINOR CONTOUR 0) CO 0 Q W O I/ ml — IL O Z 0X D 12. 0 OS U Z 4900 4900 Q a 00 � Z J coM < 0 � O O O co 4895 ., 11 4895 coCV CNI M I I I- w EXISTING GRADE co w 0 I— o a 5 5 BEST FIT ALONG o + < Z 4 O 4890 -0.14% a 0.25% e I 71. co M PVI STA=39+38.69 4890 W 0 J PVI ELEV=4875.85 0 A < L.LiJ A.D.=0.91 UNCC o 2 IX 0 -2.07 W II K=82.35 CALL AYOU DI ORE ZO W d 0_ co J m 75.00'VC > H 4885 w cO 4885 811 0 7r O ~ co H P STA=31+50.24 co M 2.43% > > o co co a 7 r1/ z 0 co d + co p 0 Et cc°.i HP ELEV=4890.70 n °`o°+ co �� + OR ~ L.L M PVI STA=32+38.86 co I > + M Z Q > PVI ELEV=4890.95 Q ~ '2.3g% w Q Q j O CO MO O W 4880 > A.D.=-2.31 > 4880 1 -800-922- 1987 C� u) cNeL > > K=97.31 CL a 225.00'VC -1.79% UTILITY NOTIFICATION 4875 -0.87% 4875 CENTER OF COLORADO 4870 4870 PL 4865 4865 TAJ 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 41+00 11".__Now ir -- 1/27/2025 0 60' 120' I mml I 1" = 60' (HORIZONTAL) RD3 COUNTY ROAD 32 PROFILE VIEW 1" = 6' (VERTICAL) 16 35 1 Q . I El ___. 1 \__ _ _,_,,, i _ __ __ __ _ __, _ __ __ _ ___ _ \ ,, Qz D \ �� o�� _ _ (011I J 0 / C M Ce VI \ / / / 0 0 Ce 15'ADDITIONAL R.O.W. DEDICATION CQ PELICAN LAKE RANCH o / I BEGIN WIDENING >- IJJ o� �� \ STA:16+41.69 // I- FILING NO. 2 \� OS:8.7T R , 45' PROPOSED R.O.W. - / Z \ / o o \ 30' R.O.W. DEDICATION \ W V / e 60' R.O.W. EXISTING EDGE OF PAVEMENT / V BK. 48, PG. 121 / 23+00 W I- -_ COUNTY ROAD 39 I W o - - _ _ _ _ - 'W 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00� (f) I I IV I I I I I �- - I I I I i W COUNTY ROAD 32 - _ - - - � - - Z KEYMAP — — i — — - — — — — — — - — — — — \ X xX X X \X xX X X X x �F X X X )( X x x- x xX �v N N v LEGEND N A \ 10I- EXISTING EASEMENT - \ 660' REDIRECT&TURN LANE TAPER (55:1) �/ - A A 1� EXISTING GAS LINE Z \ \ 0 N A EXISTING COMMUNICATIONS LINE EXISTING FENCE RESET TO PROPOSED N \ I a R.O.W. ALONG FILING 2 FRONTAGE \ V A N EXISTING WATER LINE I v PELICAN LAKE RANCH \ FILING NO. 2 _ EXISTING OVERHEAD ELECTRIC LINES 0 9s EXISTING UNDERGROUND ELECTRIC LINE 0 (SEE SEPARATE PLAN SET) S <,, _ _ = o EXISTING FENCE u-Ao \ \ PROPOSED EASEMENT > dddddddd X PROPOSED FENCE --_ -- - -- , \ \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER �- 100`� PROPOSED MAJOR CONTOUR COUNTY ROAD 39 - PLAN VIEW 7---- 100�� PROPOSED MINOR CONTOUR / /00 / EXISTING MAJOR CONTOUR / \700. / EXISTING MINOR CONTOUR 0) CO 0 Q W O � I/ IL O Z 0X D 12. O o6 U Z 0 Q 4960 4960 Z J 0.46% 0.28% Q O r co cc) CZ 4955 N 4955 Z Q I— Q O QZ4 Ir + � w 1- _1 ° OWO ° 7I- co4950 LP STA=9+10.04 CO IIII rn rn a 4950 UNCC U O LP ELEV=4930.43 + rn Q w 36� ono CALL BEFORE z LV 1- N o � o � YOU DIG O \ } PVI STA=10+66.27 i) cc) r ii w co H PVI ELEV=4930.13 Q w a PVI STA=20+01.79 + U / I Z PVI ELEV=4957.64 j a 811 D z O z o co A.D.=3.18 m + rn Q U 4945 K=110.74 M > > 2�8°�° ; A.D.=-2.39 4945 D OR � ' U 351.73 VC co rn ii > - 0- < w K=83.79 I- p co Q w I- J 200.00'VC ZOMO J 2.2 > > 1 -800-922- 1987 8 0 2 0 ci cn w 4% W CA co co 1- J d d d 4940 0 N w ° 4940 . 6 5 5 262�° EXISTING GRADE UTILITY NOTIFICATION ri I- a_ BEST FIT ALONG ci CENTER OF COLORADO u) 3 00°1° 4935 0 4935 4930 4930 4927 4927 ,. ' TAJ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00il 1 /1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD4 COUNTY ROAD 39 PROFILE VIEW 1" - 6' (VERTICAL) 17 35 Q E 1 0o // / // � 1 / / , — _ 1 3 _ ' 4110 Q J 0� � o� N� �o M 0 /� (0 d � � - - V> 0 15'ADDITIONAL R.O.W. DEDICATION i \ rg PELICAN LAKE RANCH cc) i v o FILING NO. 2 45' PROPOSED R.O.W. O o I— ~ / LI-1 n 30' R.O.W. DEDICATION ` W v ' EXISTING EDGE OF PAVEMENT _ 650' LEFT TURN LANE I I -- -- -- -- -- - W ' 60' R.O.W. _ COUNTY ROAD 39 I W W BK. 48, PG. 121 W� _ __-_- = �w o _24+00 25+00 26+00 27+00 + 28+00 29+00 30+00 31+00 + 32+00 33+00 34+00 35+00 36+00 Cl). I T I I _ r Wco— N AM o �� O O 0 w' _ `a, z R30' R30' N N ----- Z COUNTY ROAD 32 U _ � — — — — — x 5� f� �� x x F x x x x x x KEYMAP X x — _- — 12' / 37+00 I I z� 12' 12 - - 12 �0 LEGEND J 12' EXISTING FENCE RESET TO PROPOSED 12 Q EXISTING EASEMENT I 600' RIGHT TURN LANE R.O.W. ALONG FILING 2 FRONTAGE EXISTING GAS LINE Z I �� \ EXISTING COMMUNICATIONS LINE H Q' // PELICAN LAKE RANCH EXISTING WATER LINE 4:95' FILING NO. 2 `\ EXISTING OVERHEAD ELECTRIC LINES u) (SEE SEPARATE PLAN SET) w _ EXISTING UNDERGROUND ELECTRIC LINE 0 — — — — \ ooSO EXISTING FENCE o PROPOSED EASEMENT <<<<<<<< X PROPOSED FENCE W / I 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER �- 1Oo / PROPOSED MAJOR CONTOUR COUNTY ROAD 39 - PLAN VIEW 7---- 100�___/ PROPOSED MINOR CONTOUR / �700 / EXISTING MAJOR CONTOUR / \700� / EXISTING MINOR CONTOUR 0) CO 0 Q W O I/ ml - IL O Z 0X 0 °6 U Z 4970 4970 Q a Z J coo HP STA=30+40.37 ON o HP ELEV=4953.47 cd rn 4965 `r' PVI STA=31+34.19 4965 CV CZ + °' PVI STA=33+63.05 M co PVI ELEV=4953.69r co ii PVI ELEV=4948.31 V J II A.D.=-2.56 PVI STA=35+13.42 Z O < w K=87.86 A.D.=1.82 w 0 I- o 0 K=54.82 PVI ELEV=4947.52 7 Q . w 225.00'VC A.D.=-2.01 < Z Q fY 100.00'VC O 4960 > > K=74.47 4960 U 0 W 0 0.07% A � � � o o 0, Lo 150.00'VC81 UNCC 0 O + �+ N N CALL BEFORE Z W e '/.97/ M � M � CO4 M7t �co � � � YOU DIG O \ H 4955 • 1- a O Q 4955 U / N M •71- co a 811 DzON Z 0 0.21% I a H > H > D OR IC 0 L.I� n U N71- 0, N 71- , I (nd u) d (n 0 71- Lo Ns CC 4950 PVI STA=25+17.24 co+ 2'35/ 4950 OU G O w N PVI ELEV=4958.88 NCO LP STA=29+35.67 1 -800-922- 1987 v u) > A.D.=-1.90 u) > it> LP ELEV=4953.30 coo M EXISTING GRADE UTILITY NOTIFICATION a K=78.99 c+o PVI STA=28+14.86 o BEST FIT ALONG cii Y Y 150.00'VCNQ. v PVI ELEV=4953.01 Q -0.52% 4945 IL 0 4945 CENTER OF COLORADO wo- A.D.=2.18 < IL K=137.31 -2.54% 300.00'VC 4940 4940 4935 4935 ,. ' TAJ 23+00 24+00 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+00il 1 /1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD5 COUNTY ROAD 39 PROFILE VIEW 1" = 6' (VERTICAL) 18 35 / Qz Q / 3 �� / 410 < n co) C4 15'ADDITIONAL R.O.W. DEDICATION a 45' PROPOSED R.O.W. c CO PELICAN LAKE RANCH 30' R.O.W. DEDICATION H FILING NO. 2 IJJ EXISTING EDGE OF PAVEMENT w \ — o ( / v L'- 660' REDIRECT&TURN LANE TAPER (55:1) _' — — _ _ 4935 49J5 WI COUNTY ROAD 39 w + 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 - _ 49+00 50+00 51+00 Q W 38+00 A 39 00 I I I I I I I I I I A- I I I I / I w — - — - - - COUNTY ROAD 32 Z 1-- X X )( X )( / X X )( X )( )( X — - )( )( X X X— KEYMAP J1�7 // / END WIDENING — 60' R.O.W. I V ( / STA:43+34.18 BK. 48, PG. 121 LEGEND U OS:11.80' R �9� ' \ EXISTING FENCE RESET TO PROPOSED / o \ R.O.W. ALONG FILING 2 FRONTAGE / EXISTING EASEMENT 2 PELICAN LAKE RANCH EXISTING GAS LINE oz — - EXISTING COMMUNICATIONS LINE - FILING NO. 2 \O (SEE SEPARATE PLAN SET) EXISTING WATER LINE v / EXISTING OVERHEAD ELECTRIC LINES u) V0 04D / , 4925 ' EXISTING UNDERGROUND ELECTRIC LINE 0 0 / / / EXISTING FENCE O -<95 /-- / /� / — PROPOSED EASEMENT Z <<<<<<<< X PROPOSED FENCE W / / \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER / / —100`� PROPOSED MAJOR CONTOUR COUNTY ROAD 39 - PLAN VIEW 7---- 100�� PROPOSED MINOR CONTOUR / �700 / EXISTING MAJOR CONTOUR / \700� / EXISTING MINOR CONTOUR 0) CO 0 Q W O I/ - IL O Z 0X D 12. O OS U Z 4955 4955 Q a Z J Q O 4950 HP STA=49+51.31 4950 N CM M oo HP ELEV=4935.70 H co M CO LP STA=43+32.78 PVI STA=50+04.21 Z v J O r` co LP ELEV=4931.60 PVI ELEV=4936.69 W 0 0 Q ii + rn A.D.=-3.03 II - . PVI STA=42+71.47 < Z Q fY 4945 < w co ii N PVI ELEV=4930.92 K=99.09 4945 ° 0 w 0 ° w �� > `� r� A.D.=2.86 _ 300.00 VC _ O J > (O w K=87.50 N N CALL BEFORE Z O 2 12% a w_ M 250.00'VC N M ' M • M YOU DIG O } Q W 00 M N CO N pp M co 6) 8 Z 4940 �, N N M �, 4 4940 Q 811 U Z 0 Z 0 cn W co co 00 + Cl- CL � � � � 71- ii IIII IIin ap cn � 0) 0 D OR 0 ^ ' 0 � Q > II > Q w F- -i Z L.L J 4935 -2.13% c i ca a iu 1- c~i) w `n `_" 4935O O 0 w w > > 0.98% o I 1 -800-922- 1987 8 0 0 El- 0.74%5 a 0.37/o 0.73% UTILITY NOTIFICATION 4930 I 4930 CENTER OF COLORADO EXISTING GRADE BEST FIT ALONG 4_ 4925 4925 4920 4920 ,. ' TAJ 37+00 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 50+50il 1 /1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD6 COUNTY ROAD 39 PROFILE VIEW 1" = 6' (VERTICAL) 19 35 1 cc . iro0 0 o LL p ao I PELICAN LAKE RANCH 1>t FILING NO. 2 O \ I II C.)1 x\ - - --- -- - 4953.29 2.0% 4953.00 \ ^ H \\ / a ,o X . ;-- .. \ 495_31�` 2 0' 3. ° 4953.02 PELICAN LAKE COtiNTY ROAD 32 \ ° 0 KEYMAP \ RANCH FILING NO. 2 \ w/ (SEE SEPARATE PLAN SET) \ IX x LEGEND W - - - - - EXISTING EASEMENT (( II* 7/: 4953.29� 2.0% 4^53.00 - - EXISTING GAS LINE Z \\ \ \S Q O EXISTING COMMUNICATIONS LINE _ H \ o) I EXISTING WATER LINE U ' M EXISTING OVERHEAD ELECTRIC LINES u) _ w '900 PELICAN LAKE o I EXISTING UNDERGROUND ELECTRIC LINE , - , RANCH FILING NO. 2 +o- R30' EXISTING FENCE (SEE SEPARATE PLAN SET) co I • OZ I lati 4905.43 �� 4952.16 4951.30 PROPOSED EASEMENT > aaaaaaaa 4905.57 4953.20 - I �4905.44 4905-19� N - I X PROPOSED FENCE / p.g� 1.2% o o / 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER a rN ci 4952.16 4951.54 ��/Op`� PROPOSED MAJOR CONTOUR 4905.90CI -/pp�� PROPOSED MINOR CONTOUR 4906.30 _ � 4905.92 490o 0+ Q 2.0°�° ±� 2+I 0 oo / EXISTING MAJOR CONTOUR \ I I �I 20% PELICAN LAKE LANE / \7oo� i EXISTING MINOR CONTOUR � U 410.10/0‘ 1.2% 4953.15 CO O4952.41 4906.30 1 re- o � I 4952.15 4951.97 4951.55 N _ o �J - X -( I o o 0 d. X x � R30' N R30' 4906.22 4907.77 4907.72 4907.55 4906.52 4906.37 4953.11 Z I 4951.85 4951.33 c o.6°i° o.6°i O R30' / o.2°i o.7°i° - - - - - 4905 o I0 I Amminemiii............:......7___ Z O O O n N N N� N� N� l_c> o _0.2% 0.7% 0.9% 1.0% 0.9% 0.7% 0.6% 0.6% II o , 49 8.04 4907.87 J N 4907.04- 4906.83 J 4906.67 4906.52 I U Cn 4908.08 � � � 4907.59 21+00 4953.15mi I O 2.0% 4952.63 0 20+00 COUNTY ROAD 32 I - - - - CV N CV CV o � r co w 0 -+ O __ _ --N- -- -- -- -- r w Z o -- - -- N 4953.21 \2.0% ��4952.69 < L O < Imawp o I oo 0UNCC 0 I o CALL BEFORE Z W > t.' ci 811 YOU DIG O I- Z 4953.32 2.0% i�4952.79 a 811 D z 0 M o I I p OR IC D fl W o I I p O 0 I w COUNTY ROAD 32 & PELICAN LAKE DRIVE INTERSECTION COUNTY ROAD 39 & PELICAN LAKE LANE INTERSECTION 1 -800-922- 1987 ° 0 2 - UTILITY NOTIFICATION CENTER OF COLORADO (1 .)-* PL TAJ 11"__Nom.ir 1/27/2025 0 20' 40' 1" = 20' (HORIZONTAL) R D 5 1" = 2' (VERTICAL) 20 35 Q E 1 0 o � p .\ 7 , / z i11I J \ / \ c < 0 M / Q \ i \4 /( , 1 occ 1 N / ) A / PELICAN LAKE RANCH \\ / \ I- FILING NO. 2 v NOT APART / - - �� / v / / PELICAN LAKE RANCH �' � vvv // FILING NO. 2 /� 1- VA A V \ / / �) �) (SEE SEPARATE PLAN SET) / 0/ 0 V\ v 1 W / o / 1 o _ / // 'IIW COUNTY ROAD 32 v v v v // vv W KEYMAP N \ \ _ xt _____--.4-- —X-— \(-- A(I) - - - o - - 4905\ -- - - -. - - — 4915 4910 ' - 0 LEGEND 4920 '4+00 5+00 6+00 7+00 -8+00 -9+00- 10+00- 11+00 12+00 13+00 J 14+00 15+00 16+00 -17+00- 1 1 1 I I I F I 1 I / I I I I - I I I I I / I I I I I I I IJ i SILT FENCE Z - 4920 - - - 4915 - - - 5- - - 4910 COUNTY ROAD 32 4905 V _O _____ _ _ ---- > _- - _ _ -- H _,N, l 1 �� - 11- LIMITS OF CONSTRUCTION E - - / ( ,\ / �� Cn \ VEHICLE TRACKING CONTROL 0 v I \V N CONCRETE WASHOUT AREA Z <<<<<<<< �� 00 o STRAW WATTLES N N ,- v\ \ \ \ PERMANENT SEEDING N SURFACE ROUGHENING 0) CO STOCKPILE PROTECTION Q STABILIZED STAGING AREA NO INLET PROTECTION ' Z ,004,004,004,004.00, NORTH AMERICAN GREEN \ / I / ) 0 0 0 0 SHOREMAT (SEE PLANS) / / \ N A \ / \ \ \ \ / / NORTH AMERICAN GREEN Z EROSION CONTROL MAT 0 a \ (SEE PLANS) ml - 4895 � �\ ' / � / RIPRAPON / v / ` PELICAN LAKE RANCH ) N `Lui � FILING NO. 2 - N ct -,900 �000 (SEE SEPARATE PLAN SET) �\ \ \ r c) v J O ��Ca CDQ z Z < �9os 1 A UNCC p 2 0 0 CALL BEFORE Z U w � � - _ _ _ Z W - �� - - �� _ " -- x x �� x x x , / x 7 x x \ X x x X You DIG o > 0 H X X - r4 4905 / �� L -- - - - U D 1 - -- � _ 4905 L - -- - 1_ . 811 Dzo ° ��i ____ ___ 48� W - -o E 95 _ �� 4890 U 4g00 _ ________ c.i z + 19+00- 21+00 -22+00 23+00- - 24+00 255++00- 26+00 27+00- 28+00 29+00 30+00 31+00 D O R J' I I I I I I I I 20+00 - - _ - 1 -800-922- 1987 ° 4905 - - - - COUNTY ROAD 32 U - -1 / 7 - . UTILITY NOTIFICATION < - _ _ /\ CENTER OF COLORADO N \ \ / ) / �° ° CO --P ,11(mji‘) PL / 7 / TAJ / / / \ / / \ \ IF_N..ir 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) E C 1 21 35 Q El , 7 1 I i 100 0 o 7 / / q9°� / / cr) < BI C 0- \ , ,z _ _ a / / - - - / o cc 1 N Ix / / / / PELICAN LAKE RANCH / H FILING NO. 2 / Z / v �� / / i N\ ICK di- I- / / / ( COUNTY ROAD 39 _ •m COUNTY ROAD 32 24+00 25+00 26+00 27+00 28+00 29+00 'w KEYMAP16i00\ 17+00 18+00 19+00 20+00 21+00 22+00 23+00- - — 1 I i i i i i i i i i T —4o LU o ozCV r ' .� - z LEGEND y� x x x --- x x — x x - x = �_ Lij --�— � --, I_1 fi SILT FENCE Z \ \ \ / •U H ` 1� LIMITS OF CONSTRUCTION - Q U \ \v PELICAN LAKE RANCH I: w ��6- FILING NO. 2 4g55 VEHICLE TRACKING CONTROL p (SEE SEPARATE PLAN SET) — — I o CONCRETE WASHOUT AREA Z So w dddddddd \ — STRAW WATTLES \ \ \ — 49 \ \ — PERMANENT SEEDING A SURFACE ROUGHENING C) CO STOCKPILE PROTECTION Q Q STABILIZED STAGING AREA NO INLET PROTECTION / ° °°° °°° °°° °°° NORTH AMERICAN GREEN \ SHOREMAT (SEE PLANS) D / I NORTH AMERICAN GREEN Z o / EROSION CONTROL MAT 0 Q (SEE PLANS) mi \ / RI PRAP Z CL 0 J 1 . v v / /� A (NJ 0 W ° / N - V \ r Co wix ff z � o o - ' ``ID � < z z < Q CO COUNTY ROAD 39 - _ _ _ ° O W 0 0 o � � V o w' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 \ 39+00 40+00 41+00 I 42+00 43+00 U N CC 0 _ W I r I I I i 1 1 1 I T T r I r 1 I 1 I 1 I CALL BEFORE Z - YOU DIG 0 in Z > = _ a81 811 � z o 0 4950 r _ W I L i / — - - X X )(�- X )f X -- )� X X O R 01) 0 �C X, X X X X X — )( -- X • c) o ci- fx W zI o // 1 -800-922- 1987 SOw / // UTILITY NOTIFICATION Qi v - - _ / / CENTER OF COLORADO 21 / PELICAN LAKE RANCH / / / / / FILING NO. 2 (SEE SEPARATE PLAN SET) 0D ��0 400 4945 / / / i PL �) / / TAJ / A / 4 1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) E C2 22 35 Q SIGNAGE AND STRIPING QUANTITIES El CONTRACT ITEM UNIT ROADWAY PLAN AS CONST. COUNTY ROAD 32 W2-2L SIGN(30"X 30") EACH 1 Qz V) W2-2R SIGN(30"'X 30"') EACH 1il ' O R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30'"X 30"') EACH 1 4"WHITE LINE (EPDXY PAINT) LF 2,610 DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 2,680 D PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 3 M O COUNTY ROAD 39 0 cc 0 W2-2L SIGN(30"X 30") EACH 1 a N O cc 1 W2-2R SIGN(30"X 30") EACH 1 rg PELICAN LAKE RANCH R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30"X 30") EACH 1 H FILING NO. 2 R3 INTERSECTION LANE CONTROL SIGN;THROUGH ONLY, RIGHT ONLY(30"X 30") EACH 1 Z n 4"WHITE LINE (EPDXY PANT) LF 3,825 0 V DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 3,840 PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 6 W I- 0 COUNTY ROAD 32 KEYMAP PELICAN LAKE PRE-FORMED RANCH FILING NO. 2 THERMOPLASTIC (SEE SEPARATE PLAN SET) PAVEMENT MARKING I IZ PRE-FORMED I- THERMOPLASTIC DOUBLE 4" YELLOW LINES, 0 a PAVEMENT MARKING 8" O.C. (EPDXY PAINT) IJ Eo ONE 4" WHITE LINE BEGIN STRIPING Im W STA:13+57.96 ONE 4 WHITE LINE 0 BEGIN STRIPING (MEET EXISTING) (EPDXY PAINT) OS:1.00' L (EPDXY PAINT) I W BEGIN STRIPING (MEET EXISTING) STA:6+98.07 w O STA:6+98.04 OS:11.29' L Z OS:0.40' L - r 4J� w aaaaaaaa X X X X X X XUM w 4+00 5+00 6+00 -8+00- -9+00 10+00 11+00 12+00 13+00 14+00 15+00 -16+00 -17+00- Z I I I I I I I I I I I I I I I I I J 7+00 COUNTY ROAD 32 I� 660' REDIRECT&TURN LANE TAPER (55:1) - 650' LEFT TURN LANE —II— Q CO R3 INTERSECTION LANE CONTROL SIGN IcC 0 REPLACE EXISTING 55 MPH SPEED LIMIT SIGN WITH \_W22L SIGN (30"X 30") LEFT ONLY, THROUGH ONLY (30" X 30") R2-1 SPEED LIMIT SIGN (45 MPH) STA:7+14.74 STA:8+48.00 (24" X 30") OS:23.83' R OS:23.91' R O STA:3+22.53 11 OS:23.32' R Z Z oct O 12. U 0 W 0 Z Z a E Q ig 0 CV W i_ � (nu O a � 0 ~ a PELICAN LAKE 2 < Z e o I Z RANCH FILING NO. 2 o ON J W I V (SEE SEPARATE PLAN SET) UNCC 0 L.L 0 PRE-FORMED CALL BEFORE Z w W OI THERMOPLASTIC W BEGIN STRIPING R2-1 SPEED LIMIT SIGN (45 MPH) YOU DIG 0 \ Z PAVEMENT MARKING CCi Q. STA:21+00.06 (24 X 30 811 D „) 811 z 411111 O OS:24.28' L W2-2R SIGN (30" X 30") STA:30+00.00 END STRIPING END STRIPING ONE 4" WHITE LINECt DOUBLE 4" YELLOW LINES, 8" O.C. OS:fSTA.27+80.23.54' L OS:22.06' L D OR , D ^ Z Q "'I STA:19+78.09 STA:20+08.02 BEGIN STRIPING (EPDXY w OS:24.41' L OS:12.35' L (EPDXY PAINT) PAINT) OS:22.54' L Z W J STA:20+97.07 O v� 12' - 12' J OS:12.62' L 1 -800-922- 1987I- _ _ - w X X X - X X X X X X X X X X - - X _ X X X X X X ° vvs �� _ _ - - - - — UTILITY NOTIFICATION w 22+00" -23+00 - - 24+00 25+00 26+00 27+00- 28+00 29+00 30+00 31+00 zI 18+°° 19+°° I I I I I I I I CENTER OF COLORADO 20+0 I 21+00 =I COUNTY ROAD 32 U 171- 650' LEFT TURN LANE END STRIPING - 660' REDIRECT TAPER (55:1) - END STRIPING (MEET EXISTING) Q STA:20+08.10 STA:27+80.17 R2-1 SPEED LIMIT SIGN (55 MPH) C I OS:0.20' L OS:11.71' L c EXISTING EDGE OF PAVEMENT (24" X 30") I END STRIPING (MEET EXISTING) STA:30+00.00 PL STA:27+80.07 OS:24.17' R A OS:0.80' L TAJ 11"`Nowiev 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) S P 1 23 35 Q SIGNAGE AND STRIPING QUANTITIES E 1 CONTRACT ITEM UNIT ROADWAY PLAN AS CONST. COUNTY ROAD 32 W2-2L SIGN(30"X 30") EACH 1 O V) W2-2R SIGN(30"X 30") EACH 1il ' O R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30'"X 30") EACH 1 4"WHITE LINE (EPDXY PAINT) LF 2,610 I D DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 2,680 J PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 3 M O COUNTY ROAD 39 0 W2-2L SIGN(30"X 30") EACH 1 a N o cc 1 W2-2R SIGN(30"X 30") EACH 1 rd PELICAN LAKE RANCH R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30"'X 30") EACH 1 H FILING NO. 2 R3 INTERSECTION LANE CONTROL SIGN;THROUGH ONLY, RIGHT ONLY(30"X 30") EACH 1 Z I•". 4"WHITE LINE (EPDXY PAINT) LF 3,825 0 C.) DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 3,840 PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 6 W I- 0 COUNTY ROAD 32 KEYMAP I BEGIN STRIPING (MEET EXISTING) END STRIPING Z STA:16+41.79 DOUBLE 4"YELLOW LINES, 8" O.C. STA:29+04.81 I� z0 OS:3.39' L (EPDXY PAINT) OS:8.73' R H PRE-FORMED O a BEGIN STRIPING (MEET EXISTING) EXISTING EDGE OF PAVEMENT THERMOPLASTIC '—1 0_ STA:16+41.69 PAVEMENT MARKING 0 OS:8.66' R COUNTY ROAD 39 Im o 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29 00 1 W O 1 I 1 I 1 I I I 1 1 1 1 1 I 1z 1(n waaaaaaaa x - - x - - Min x )( — x 12' X AilZ_ X x PRE-FORMED ' BEGIN STRIPING PRE-FORMED12 END STRIPING —1W2-2R SIGN (30" X 30") ONE 4" WHITE LINE ONE 4"WHITE LINE THERMOPLASTIC — 12' STA:23+01.84 THERMOPLASTIC STA:29+01.71 STA:16+41.60 (EPDXY PAINT) OS:19.85' R PAVEMENT MARKING (EPDXY PAINT) PAVEMENT MARKING OS:20.39' R IU OS:20.78' R — 660' REDIRECT&TURN LANE TAPER (55:1) -- 600' RIGHT TURN LANE END STRIPING 'I C) R3 INTERSECTION LANE CONTROL SIGN STA:29+01.69 Q CO THROUGH ONLY, RIGHT ONLY (30"X 30") OS:32.39' R 12 STA:17+91.65 0 OS:26.95' R PELICAN LAKE I Q RANCH FILING NO. 20 (SEE SEPARATE PLAN SET) I.J_ Z Z � O CL U 0 0 Z Z CL Q Et BEGIN STRIPING STA:30+24.00 R3 INTERSECTION LANE CONTROL SIGN 2 < Z eI OS:3.09' L LEFT ONLY, THROUGH ONLY(30"X 30") W2-2L SIGN (30" X 30") U W fY O STA:41+84.45 STA:43+34.46 O O ,f o PRE-FORMED ONE 4" WHITE LINE END STRIPING OS:25.10' L OS:24.74' L UNCC 0 U W' THERMOPLASTIC EXISTING EDGE OF PAVEMENT (EPDXY PAINT) STA:36+74.36 CALL BEFORE Z >' PAVEMENT MARKING OS:2.42' L YOU DIG Z \ LU 650' LEFT TURN LANE -- 660' REDIRECT&TURN LANE TAPER (55:1) H / V Z 00 COUNTY ROAD 39 8a 811 ? z04 o QI W + 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 OR H ^ Z W' 30+00 31+00 32+00 33+00 34 00 u_ �� _ _ 1 -800-922- 1987 ° y w� -� 12, 12' - - - - -� - - � UTILITY NOTIFICATION z — x x >c c >( x x x x x x x x ONE 4" WHITE LINE PRE-FORMED END STRIPING (MEET EXISTING) CENTER OF COLORADO J' BEGIN STRIPING PRE-FORMED (EPDXY PAINT)II THERMOPLASTIC STA:43+34.29 THERMOPLASTIC LV STA:30+23.92 PAVEMENT MARKING PAVEMENT MARKING OS:0.75' L ON Z OS:8.91' R DOUBLE 4" YELLOW LINES, 8" O.C. END STRIPING (MEET EXISTING) �' J BEGIN STRIPING a (EPDXY PAINT) STA:43+34.18 W STA:30+23.84 PELICAN LAKE 2' OS:11.43' R 11 OS:20.91' R a RANCH FILING NO. 2 jiip PL ZI -I (SEE SEPARATE PLAN SET) ATAJ a o _1 il i ivi . 11 W 1/27/2025 CL 0 60' 120' 1" = 60' (HORIZONTAL) S P2 24 35 Q CONSTRUCTION TRAFFIC CONTROL QUANTITIES CONTRACT ITEM UNIT ROADWAY PLAN AS CONST. COUNTY ROAD 32 cc W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 O g W 3-4 BE PREPARED TO STOP SIGN(36"X 36'") EACH 2il ' W20-7 FLAGGER SIGN(36"X 36") EACH 2 CHANNELIZING DEVICE SPACED AT 20' EACH 124 COUNTY ROAD 39 < O W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 M W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 C Q W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 Luce i rg CHANNELIZING DEVICE SPACED AT 20' EACH 154 PELICAN LAKE RANCH I- FILING NO. 2 Z 0 C.) W I- 0 COUNTY ROAD 32 KEYMAP 0 TRAFFIC CONTROL NOTES: o_ z `� 100'TAPER PER 1. ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL 0 0) SHALL BE IN STRICT CONFORMANCE WITH THE MUTCD H M MUTCD TABLE 6C-3 ' a o PELICAN LAKE RANCH 11TH EDITION, PART 6. AND FIGURE 6C-3 U O (ONE LANE, FILING NO. 2 ix 00 TWO-WAY TRAFFIC 10 W N- j TAPER) J 0 o EXISTING 4-WAY STOP INTERSECTION 1 w v m O 100' 131' - 131' - 130' BUFFER lea ) o_ SPACE x X X X X X X X X _X X� 6 00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 VJ - _19+00_ 21+00 _-22+00 i 0+00 1+10 2+00 3+00 4+00 5 0. • • • �. �* F . 1�. I• LEGEND I I I I I I I I I 20+00 LLJ © COUNTY ROAD 32 1z 4. DIRECTION OF TRAVEL o FLAGGER CHANNELIZING DEVICES SPACED AT 20' 1 J Z o W20-7 FLAGGER SIGN (36" X 36") I . CHANNELIZING DEVICES C a CHANNELIZING DEVICES IP .-. FLAGGER 0 CI. W3-4 BE PREPARED TO STOP SIGN (36" X 36") SPACED AT 20' IQ I' TEMPORARY SIGN Q mi W20-1 ROAD WORK AHEAD SIGN (36" X 36") c O O 1 11 Et I Z Z 0 D O v 1 100'TAPER PER MUTCD — W TABLE 6C-3 AND FIGURE TWO-WAY 6C-3 0 PELICAN LAKE RANCH W3-4 BE PREPARED TO STOP SIGN (36" X 36") 0 IL \1 (ONE LANE, 44 // Z 44 TRAFFIC TAPER) FILING NO. 2 W20-1 ROAD WORK AHEAD SIGN (36"X 36") m 1 W20-7 FLAGGER SIGN (36" X 36")# Y _ NIm 1 100' (n W. fUFFER — SPACE — FLAGGER 500' -- 500' 500' Z CO Z 0 O milt x x x x ` r x x x X _ _ _ X x _ X _ X X _ _ X x _ X x X _ _ _ X X _ X 4E- Q Z fY �23+00 24+00 -25+00 26+00 27+00 28+00 29+00, , . i0+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 3+00 44+00 45+00 46I+00 U O wIO fi � T 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 4I I 1 1 1 I � E 2 0 � 1-1-1b CALLUNCC BEFORE Z wmr z1 COUNTY ROAD 32 811 YOU DIG O CHANNELIZING DEVICES J1 SPACED AT 20' a 811 ? z0/ � 0 V D OR IDLJ- Z Q I1 00CL0 w Q1 1 -800-922- 1987 8 U 2 0 1 UTILITY NOTIFICATION CENTER OF COLORADO � PL — r TAJ It"__A-...yr 1/27/2025 0 100' 200' 1" = 100' (HORIZONTAL) TCP1 25 35 Q 1 cc .„ v, 100'TAPER PER MUTCD TABLE 6C-3 AND FIGURE 6C-3 11 O LL A (ONE LANE, TWO-WAY TRAFFIC TAPER) I il I� D J 447' 447' 448' 100' BUFFER SPACE —Iw o) O I o i o EXISTING 4-WAY STOP INTERSECTION CHANNELIZING DEVICES SPACED AT 20' I00 a O cz, o W PELICAN LAKE RANCH J 1+ 0 2+00 3+00 4+00 4=0 5+00 I 6+00 7+00 8+00 9+00 1 +00 11+00 12+00 13+00 14+00 15+00 16+00• 17+00 18+00 19+00 00 21+00 22+00 23+00 Z FILING NO. 2 _ _ r o - - o r - - � r o -�� u - - o X X X r X1\_ X X X X x x x x x�w - W20-1 ROAD WORK AHEAD SIGN (36"X 36") �` X X Z `° W3-4 BE PREPARED TO STOP SIGN (36"X 36") FLAGGER COUNTY ROAD 39 W M W20-7 FLAGGER SIGN (36"X 36") IJ Q 0 2 0 0 IU rx PELICAN LAKE RANCH 1~ N z FILING NO. 2 COUNTY ROAD 32 1 8 KEYMAP o1 _ + M TRAFFIC CONTROL NOTES: z 1. ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL 0 SHALL BE IN STRICT CONFORMANCE WITH THE MUTCD H 11TH EDITION, PART 6. a W 100'TAPER PER MUTCD 0 TABLE 6C-3 AND FIGURE 6C-3 (ONE LANE, TWO-WAY O TRAFFIC TAPER) Z aaaaaaaa w 1 I >I 100 > O BUFFER - -- I SPACE LEGEND ml Iw <1 CHANNELIZING DEVICES SPACED AT 20' CHANNELIZING DEVICES SPACED AT 20' FLAGGER ILU W DIRECTION OF TRAVEL W + + 26+00 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 41+00 42+00 43+00 44+00. 45+00 46+00 47+00 W Z 24 00 25 00 �--R _ _ _ _ , . - , - - 0 /- I CHANNELIZING DEVICES O� � . i . r . i r - - r r r r r � � r r r r • , r F • i . i i i i W Q ml r - - - - _ - _ _ _ o r - - - o r ■--• FLAGGER co W� x x x x x t _ I_- i o �° - x x - - x o x x �x r x x o x x x x xILI x x p CIN Z I COUNTY ROAD 39 I z TEMPORARY SIGN Q ml J J O O 21 12 I/ ot 01 PELICAN LAKE RANCH IU Z Q FILING NO. 2 L<CI z 0 21 D C.)O v U u p li Z � Q C � V rcowz wpI- 0 0 CONSTRUCTION TRAFFIC CONTROL QUANTITIES < Z Q ROADWAY fY CONTRACT ITEM UNIT U O IJJ 2 PLAN AS CONST. Q 0 COUNTY ROAD 32 UNCC 0 U W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 CALL BEFORE Z inW3 4 BE PREPARED TO STOP SIGN(36"X 36") EACH 2 YOU DIG 0 \ Et Z w 1 W20-7 FLAGGER SIGN (36"X 36") EACH 2 a 811 p z 0 Cl) o • CHANNELIZING DEVICE SPACED AT 20' EACH 124 500' -- 500' -- 500' COUNTY ROAD 39 OR I j D Z O W20 1 ROAD WORK AHEAD SIGN(36"X 36"} EACH 2 Z 0 0 W ml W3-4 BE PREPARED TO STOP SIGN (36"X 36") W20-1 ROAD WORK AHEAD SIGN (36" X 36") W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 1 -800-922- 1987 ° U 2 0 Q W20-7 FLAGGER SIGN (36"X 36") W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 W 1 48+00 49+00 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 63+00 64+00 CHANNELIZING DEVICE SPACED AT 20' EACH 154 UTILITY NOTIFICATION (w1 1 1 1 1 1 1 1 ir 1 1 11[ 1 1 1 1 1 1 1 1 + 1 1 1 1 1 1 1 1 i 1 1 1 _ _ _ o _ _ _ o _ _ _ CENTER OF COLORADO w1 x - - X X - -X - X X x X X X X X X X COUNTY ROAD 39 ZI 1 J1 PELICAN LAKE RANCH 2 FILING NO. 2 01 A i1 III PL Q C 1 + ,. ' TAJ 1 ll CV' G � I 1/27/2025 I 0 100' 200' 1" = 100' (HORIZONTAL) rc P 2 26 35 COUNTY ROAD 32 CROSS SECTIONS Q E 1 0 7+50 8+00 �� 8+50 9+00 9+50 Oz 0 0 00 D �o�� o J ° illiil ix ixce wct 0 -2% 2% � e, 0 0 U . -�00' w w -2°,0 _2% W -2°,o W �� W -2°,0 -2% I W X °\o W ��° ��° d W -2°,0 _2% I W W W o W < O X w Ce fA co -20% 1 t\0 25% o\40 �° �� O`LO ry 0 N EX GAS(TYP) O co OHO - N° - 0� SEE NOTE 1 �Qj`L �0� Ix - �0 Ni 0I- Nb NC° 'mob` Kb R0 NI\ Q �0N� RO MONO RO RONDc RO �0N 0RON RO -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 10+00 10+50 11 +00 11 +50 n 12+00 CO d' d' d' d' d' d' N� J �J J 0 0 U w w U w �ONO w w U w p0�0 �O U U x 0 O-2% 2% I �� -2% o i. X X X X x W a X X X '�0 DO 2/° c, I w w w W W W W o o ■ w p0 ° ■ 2% rg I �0�� U�p,�c0 �O\ p\ 2% 2% 2% Qj�� U) W°\° . 0 h �� el' 025,o Q G. O< O< % W %� 0Nr �` EX GAS(TYP) R 00 t\�- �` SEE NOTE 1 �00�0 0- �` Oq OHO R0�° 000 D, 000 �0°O 000 �0°� O°0 �0°0 Ix Ix Ix Ix R -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 O z ll 0 12+50 13+00 ��, o 0 13+50 14+00 14+50 _ o fY R LLJ Xx H ryo _ _1 t\� _1 U 00 . LLJ . 0 0 CC _ . BUwXx N� 0 0 % ww w OO 2 w O � I I �� I w W W W % O //iiii 2 O o 20 ry° ry 0O I` -Dt EX GAS(TYP) \° Z00SEE NOTE 1 N N pCt 000° D, q) D, Cc�° °o°` °o°` I° CV CSII Epi— p o D0°� R00 D0°� 0°� R00 O 5w 0/ O -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 ` �■ 0U o L-1-11 1- z � ZOZ o o � Cl- � w 15+00 °� 15+50 cb _Ix°� 16+00 cb _Ix°� 16+50 cb _Ix°� 17+00 °� O o WW Li, w wx I x I wx w wW20/0 2°/0 w 1_20/0 2%w jzojj 120/ W J201 jjij 00D00D ///T- III1 N etc PL EX GAS(TYP) SEE NOTE 1 TAJ 00 00 00 00 ♦♦ O R0 O R0 O R0 O R0 Ix �00 �00 �00 �00 ;♦ 1 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) C S 1 COUNTY ROAD 32 CROSS SECTIONS Q E 1 17+50 18+00 18+50 19+00 19+50 0 Oz 0-0 um _ pO DW W U W J U Ob I � U � rx � J O x x _1 x O x x x O x x x O% x x x OO I I O_2% 2 W W UI W - - Li j Li j _ - % -D il� % 2% 2 p pO�_ 2 D O 2 I20I0 °� °5 o\ x 120/0 _ o/ c5 D \b D 04. o n N� ryo 0 ryO 4 40 ILLICe DOQD` 25% I o 40 oP IxEX GAS(TYP) OD` OD` OD` OD SEE NOTE 1 Ix- -0Ix- -0Ix- -DO �- -0 DOO DOO DOO DOO W Rp°� Rp°� Rp°� Rp°� Rp°� �p0 DOO DOO DOO DOO -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 20+00 PELICAN 20+50 21 +00 21 +50 22+00 LAKE DRIVE 0 J OOq pOq pOq OOq) 0—0 J 0 O w U D` O p J D` 'b D` 'b D` _0 U rx ‘b OO x ° I 0 DOp w U Ix �p0 O O U p H O w w I wx DOO W 2/o w U �_ O _2% X 2% X ° I X X o 2/o I W p w w I WW2/o °- U PELICANLAKE DRIVE bo 0 DOOR -DpOD -DpOD Ix OC) 0D�- 0D�- 0D�- 0D�- -Dt O °C4- -�p°� �O EX GAS SEE NOTE 1) �O �O �O w aaaaaaaa IX Rp°� Rp°° Rp°° Rp°° Rp°° `• O O O O IX 0) D0) DOO DOO DOO -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 O z 11 0 22+50 O� 23+00 23+50 24+00 24+50 ° q, o—o O o—o O o—o o 0 Ix O U p X X J X X X J X X X J X p O W W U W W W 0 W W W U W CC fI U 0 W W I W _2%-2% I I x W W QD` co_20/0-20/02%2% I D`Q 0V° QQ� o\° ■ QQ� 2% 2% QQ� �Qjp� 2% 2% V /w Opp Rp Rp Ix NN0 et Dc If 7 Ixo) / <r) c,\< ;V EX GAS CV Cs11 SEE NOTE Op- DOO° co w or) Q, q 0 O O O Ix cb Ix cb Ix cb Ix cb Ix 6 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 2 ix 00 o /' I I- z � ZOZ o 26+50 ° 27+00 o O _'c7) D kt o w �wc J U O 2 V 25+00 25+50 26+00 �° W ° DOO 0 Ix O -2% _2% I o 0 0 2/° 2% I o D x ° o DOrx O 0 p v O O w v Op O O -2/0 2% 0 w o° X w w o ' w O`L W x 2% I _I0 x W �/ ry -Dc`b x W x Op x 2% x x x o\° x O9'- W -2% W IX w w w N w �pCo Deb _2% o Q -� o O- 'b ° o o �q O N DOp O0 (gb PL Ix% EX GAS(TYP) �`b DOQ)�O O� SEE NOTE 1 C`b �% D%Qj`L �, �b— �% T1:27/2025 p0 00 p0 D<b� �A Op �� OO �� Op �� ' cbso iO Ix R-u is )' -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) CS2 COUNTY ROAD 32 CROSS SECTIONS Q E 1 27+50 28+00 _o c5,i, I g i ` & ° JL., L., u _ �L < ail ww wb� 7:14): 2% �� Cb- �� U) . W IX EX GAS(TYP) SEE NOTE 1 ILLJ — cbp`- _R4'�� 0 43 cb� �cb`bD � 0 �RD Ix ctib Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 Z 0 I= a E U w 0 O z dddddddd w 0) CO 0 < (in O Z I/ 0 im Z 0 W D Cl) O ci) U (1) 0 O Z 0t < 0 N N 2 co W M EDI— p a Gaza Ir 8Ow0 0 J a 2 OC ° 6 L-I-1 >m >2. � ZOZ o I- DLL 0 zO . O w PL TAJ 1/27/2025 NOTES: .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) CS3 COUNTY ROAD 39 CROSS SECTIONS Q 16+50 �� 17+00 17+50 18+00 18+50 �� Oz �� O�� J J ,,b U OHO U41111 D� p U U O O R p J O O O O 4J D� O O w w a �0�0 w 2% w a w ° 2% w a RO�� w I rf:FL\2/owx a w w il a J -2% 2/ I fO -2% °o I �(o Q) 0Ini. 2% Y c'�° ° SOD` ° -2% pcbcc EX COMMS(TYP) Nop`D �O (5, ° R O�� RO�� N SEE NOTE 1 cb- N° 1 �° I I Nbc _Nq I w N°`- I— EX GAS(TYP) oj�O NO oj�0 Q NO SEE NOTE 1 _N �'b- N �O NO fib` �O EX WATER(TYP) p0 D D pP SEE NOTE 1 �ors�`b �O R000 �0�� RO RO�� D N0,�0 �000 �000 RO�� 0�0 R0�0 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 19+00 19+50 20+00 20+50 21 +00 0 w w aco O -Nq hco ?' U O O 0 U O N0,0 U 0 0 �q 0 W rx rx w cC rx rx z �O- X �0,0 0 U w a �0 w w a w 2% a w I 0 w a cC x I I -NO I I 2/ 00- 2% 2% 2% / 0_ w 2% 2% cO 2% ° 2% 25% O<0 O<0 o ° 25% 25% 0 <0° <0 �O cO -25% <0c° w EX COMMS(TYP) -p0 0 <09' SEE NOTE 1 R0 O °<09,- �� I I I 1 I I z EX GAS(TYP) -DO _DO SEE NOTE 1 RO�� 0 RO�� D �� D �� EX WATER(TYP) 4�`L R0�0 O SEE NOTE 1 RO�O O ROB° O ROB° RO 0 RO�� o,cb � �o,� doh doh RO�� -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 21 +50 22+00 22+50 23+00 23+50 ct O Z o coc)00-0 00 0,0Nq 0 J J O O O O U O O , 0 U X c, p U 0 O O 0 J 0 0 O 0 J 0 0 0 1 - - w x w a wI 2% Li, �q w x a �q w w 1- 1-w �q w w cC a Z W -2% I -2% 0 -2% 1 -2% -2% Y♦ — o moo° 2 ° 2% 2% 25% 2% 25% O -25% r , �04° �04° 25% V U) �0�0 NcP EX COMMS(TYP) h0 h0 h0 Q O SEE NOTE 1 �Qj NQj NQj Ig I 1 I OHO OHO 0�0 Z I 1 Q N 01) EX GAS(TYP) COCI) W CM"/ `L D `L SEE NOTE 1 D D Z O 04j`L 0 RO I\ 04j`L- RO I\ EX WATER(TYP) Q N O� R O<r) SEE NOTE 1 O<0`L O<0`L O<09' Q Z a Ir Ix q -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 2 I■ 00 o .u--11 1- 1. z � ZOZ o 24+00 24+50 25+00 25+50 26+00 z O ,Et o w p p co O J O O coo O J O O coo 0 J 0 0 00 J 0 O 00 rx v ce rx -RO d U a -p0 w U w d' -p0 w U a -NO 0 U w 0 -NO ca0- X I x 00 X x 00 x x coo x x 00- x ry ��J w W d �O w w d �O w w d �O w w a �O x w d � I I i � � w -2% _2% 2% 25% _2% 25% 2% v 0 -2% <n -2% (Ni -2% h -2% N R0�0 R0�0 R0�0 R0�0 2% R0�0 �0,�0 I .0,4) I I .0,40 �0400 EXSCOMMS EE (TE 1(TYP) R0�0 I I I PL D 0 'I EX GAS(TYP) EX WATER(TYP) �� RO�� Cori' RO�� RO�� SEE NOTE 1 SEE NOTE 1 RO�� I ' -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. C s4 EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ' COUNTY ROAD 39 CROSS SECTIONS Q E 1 26+50 coQ, 27+00 27+50 28+00_0 _o�� 28+50 Oz �C3 0 0 0 �� o o o J 0 0 0 CC U 0 0 �� 0 0 0 O 0 aa D O 0 0fx J w w a �0 �� x- w a ix w iJ a w I wO w O w 2% a �Cp D,� o\� 2% 2% 25% �� 2% 40 N -2% 2% _Re �� ° 2% 2% 25% -------______________________ 5% 25% �� 4j9'- cX" W EX GAS(TYP) �, Qj� I 1 EX COMMS(TYP) f SEE NOTE 1 I D�� 1 I I SEE NOTE 1 ��h�' I I � Dcb -D" H Dteb° IX( �h9' t EX GAS(TYP) EX WATER(TYP) D� 0 R SEE NOTE 1 SEE NOTE 1 ��h R�0 R�Dcb D� D R�Dt Q R°P 1 Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 29+00 29+50 30+00 30+50 31 +00 O O 0 x J x ce O I w a fx w 2°/ X 0 w 0 0 0O w O 0 0 w i w a X 2% �� I w �� I I X I > ix z Lij x _0 _ a 2/ w a ° a H _25ok 0- 2% `L `L E _D�- EX COMMS(TYP) PELICAN �� 0 h�' �o SEE NOTE 1 h�' h�' U) D� 0 PELICAN LAKE LANE 0 0 w LAKE LANE I I 0 I I I I O Z �b �D` q �b �b W ��< D< LEXGAS(TYP) D< ��< .4< IX SEE NOTE 1 ��D<b ��D<b EX WATER(TYP) 0SEE NOTE 1 \� �4) ,4) Ix Co -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 �� 0) -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 31 +50 0 32+00 32+50 33+00 33+50 il O Z g 0 o w o w ti �� ° fx w0 ti 2/ J0 D� I I 2% w I ° w v V o 2/ 2% 25%a ��9, �Q)ce � 2 0 a 2 a w 2/ 2� a w I w a Z W `9,- - 1 moo° I ��o '2% J c� EX COMMS(TYP) _ D� _ ��'oo D� 0 I I SEE NOTE 1 �(� D�� IIX X IX 0 O Ix I Z Ix Ix cb- -� I I a)D D D` EX GAS(TYP) �QjD` ��R � MN SEE NOTE 1 DAD DAD` `', r n �"/ IX q D�- p��D �� EX WATER(TYP) U < Z 4 p 0�� Qj� D �en) SEE NOTE 1 �� D 0tr\ D 0TX O O � O Q / IX DC1' IX IX IX q Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 L 1 Z � ZOZ o 1— D LI n 0 34+00 34+50 35+00 35+50 36+00 o O o w �� 8020 & 0 ° 0 0 0 _1 0 0 w _1 w a q�� x O J a 0 `b -D< w w a% �� w 0 w a �Ix w w a �Ix Dt y w w a 2% 2 D< I I p� �_ p��t25% �D 2% 2% ��D< h 2% 2° ai°25% 2% 2%k -2 -2% DAD` EX COMMS(TYP) DXD D' SEE NOTE 1 DP IX _IXS D)I? I �� Ix I I �� D�1X� I 1 �� I EX GAS(TYP) DD SEE NOTE 1 DEX WATER(TYP) D<� C Dt\ D�� N D�� N D(�� O SEE NOTE 1 D��O D�• Dc l l le 1 25 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 .1 .1 1 1 1 1 1 1 10 20 30 40 50 .1 NOTES: 1 1 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1 COUNTY ROAD 39 CROSS SECTIONS Q E 1 36+50 37+00 �t, 37+50 38+00 38+50 �C �, 0 -�� ill Oz p QN X UJ J Q O O 0 R w O O 0 U O O 0 U 0 p J 0 O R O c . U . . _p� x I I RQ x X w a QND, -2% -2 j a w 2% -2%w a w 2% 2/w a RQ RQ o w a o _R �� I ° _�Q w 20 2/ I I I 0 D��D 2/ 2°° o ��o0 Q QpQ ��o J 25% N il to EX COMMS(TYP) R�?Q Rq if SEE NOTE 1 Ix 40 I cc 1 3Q �° I I 1 1 1 �� Ix()) I I 0 N EX GAS(TYP) Q4) DQ SEE NOTE 1 QCo- -0 0 EX WATER(TYP) QjtbQ �Q LLJ SEE NOTE 1 QQ- NH -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 39+00 39+50 co �Q 40+00 40+50 41 +00 �Q NOD 0 0 0 0 0 0 0 J 0 0 �� ebtb o 0ce X 0 1 it iQN 2 2 wI 2% ce co N 0 a w w 0 2/ I i % I ' nQ a�I % i i w 2% I 1 0 �J4a ril -2% % -2% 2% I E 25% 1....k25% n O�Q� 25% Q 25% 25% �� 0W CoQ Q Q EX COMMS(TYP) \ii bri/ Q0 Q �Qj"� N SEE NOTE 1 N I I O n) EX GAS(TYP) cb,- - c1 D SEE NOTE 1 �QP�, N O tQ�qp °Drl.- EX WATER(TYP) -��- RQ�� RQ SEE NOTE 1 �Qn'� RQ�Q O RQ�Q NQ RQ�� Qnb`L Drop �QnpQ c51' D��1 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 41 +50 42+00 42+50 43+00 43+50 Q co 0 0 Z 0 w Ox 0 U 0 r0 U w 0 nri' X J X i• X J co, R 0 p � U Q � 2/ n� w I 1 n I X Q Q2% XX I i w 2 J' D a N Q 02% % 2% 2% r -25% °Drl' -1 \ Q No rx °Drl' QN Z W � Qg`L EX COMMS(TYP) D Cl) N SEE NOTE 1 O Cn qp c551' EX GAS(TYP) �Q�' SEE NOTE 1 N CO01) EX WATER(TYP) 'J W `_+ 0 SEE NOTE 1 0 Q�,N Q�,N Q�,N z 0 I- Q �� cP' �� q(� �q(/ ? Q aza fY °L� N tip` O N ti� N U W O N� N� N� 0 �c 0 �c�9/ 0 O 0 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 �0`L �0`L Z 2 �■ 0 R R W -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 I- > I Z � ZOZ 0 I— D LI n 0 co p000 w 8U23 PL TAJ 1/27/2025 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) CS6 Q EROSION CONTROL NOTES E 1 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. Z O2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. ' O Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) - 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 I EROSION CONTROL REPORT. -SCL-SCL-SCL- SEDIMENT CONTROL LOG IN5T.rtLLATION NOTES Q J 1. SEE PLAT, VIEW FOR LOCATION AND LENGTH OF `SEDIMENT CONTROL LC!:;`:. Ce O 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SEDIMENT CONTROL LOGE THAT ACT A5 A PERIMETER CONTROL SHALL HE INSTALLED PRIOR ., SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. I• ._ __- TO ANY LJE RAF.IENT L-Nr I L TJ?RINF, ACTIVITIES. 1 SEL:141ENT CON TR_,L Lr1 `HALL C:,N'SIST OF STRAW, CCM 'li.,T, E?{t EL I':I? ON ,CONNT FILPE- .AND SHALL HE FREE 'OF ANY NOXIOUS WEED SEEDS OR DEFECT_ I JOULDINS KIPS 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED 0 THE AREA(S) REQUIRED FOR ETE a' HCLEF AND GRVIC,JS WEAR. _ IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. } E'Ir:'ENT ;TrrL L'`= L p 4 SELIVENT i NTIt:1L L . MA" L'+E USEDAS SMALL :.HEJ< DAMS IN L:ITL HE`_: !N `_WALES, HOWEVER. THEY -HCJLJ NOT 3E JSED IN PERENNIAL STREAM;. 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 • NOTE:. 5. IT IS RECOMMENDEDTHAT SEDIMENT CONTROL LOGSBE TRENCHED INT•;' THE C?oUND TO 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 I '.I L :, EI °.'.'EfEI' A DEPTH OF APPROXIMATELY 3 OF THE DIAMETER CF THE LOG. IF TRENCHING TO THIS DEPTH IS NCI FE�-SI-iLE AVD/CR F.E?IRA3LE ISHORT TERM INSTALLATION WITH DESIRE NCIT T•`:� 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, T. , EI:I 1E IT rl: -L W ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. r LE, E rE-DE mAY EE )EEI-'EF:. STAKING.LCy-OM=D TE1 LESSER TEE 1:HINe r1E�TH r.� 'r HE aT.:E3E. TLE HEITH `.1 1R'E RC1.lsT ST LOGS THAT RE B LE/FT GU NOT NEED TO 3E TRENCHED, Q PL' E L 11ST Q _;E,, .LL Ln.-r• -F 6. THE LPHILL SIDE OF THE r:El Ir1E`'!T :.oNT=OIL LC,:: SHALL 3E HAI::'KFILLE) WITH F.;':IL CR 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY(STRUCTURAL) EROSION CONTROL MEASURES SHALL: .::]_.:,[3. ,,HE•I LJ E`IT FILTER 'Y1ATEI?IAL THAT I FkEE '1F Ir_CKS AND L:EL;II'. THE .,:,;;IL :_HALL LE TIC.HTL" TO THEE FEAT J,E5 CC4"ACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAW TRENCHED SEDIMENT CONTROL LOG R LLER OR FLc;aN IN GLACE. 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 ;. FOLLOW M.ANJFA :TI.JRERS' ;.;IJI DANCE FOR STA.KIN . IF r,1ANuF.ACT.IRER:i IN:sTR.I_TI:IN , CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 4 i:ENTER T-h'E I I •.T L L:: LC N:T sFEcIF,' ,-1NC STARES HALL BE PLACED ON 4' :.ENTER° AN I EMBEDDED. A Av1Ir,Ir,I ri OF r" INTO THE GRC,IND. 3- ;,F THE STAKETA 'SHALL r'P,TK.DE FROM THE TOP OF7.2. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. r,1rr::.TEI E;I: TEl , I I,<aEfEl r Ir,i THE L:::� STAKES THAT TARE E:R(.�KErd PRIOR TO I'J'T.ALLTIi;V SHALL HE -REPLA.;EC r :.1v1 ';-1T 7.3. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. TR EN:.H '-; .IL • _ -- - EE I-E`1T .ONTR`;L L=): L:::; :,HOL.LD 6E `,TAKER 11::' )N CENTER. . il FL .` - - I SEDIMENT C'. WC,.N-HUL MAINTENANCE NOTES T 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 1. IN S[EGT Fir-'5: EACH WORKDAY, AND 'v1.INTAIN THEM IN EFFECTIVE OPERATIk. ..N .ITIGN. INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. f MAINTENANCE CF BMA's SHc)LL HE ='t :ACTT+'E, NOT REACTIVE INSPECT BMPS _.CO N AS IPOSSIDLE (AND AL AYS :VTHIN 24 HOURS) FOLLOWING A °,T:}r,'.4 THAT CAUSES E`• SURFACE POSICN, +`+NL: PERFORM F'OR'.1 NECESSAY MAINTENANCE. E 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. 7. FF'EC,,ENT ORSER'd(-MONS .A'JD MAINTEN.A`10E ARE VEGEs`':ARY TO MAINTAIN Rrir.=. IN Z SECTION EFFECTIVE OPERATII': C;CNN[ITIJF. INSFECTI:NS .AN CORRECTIVE MEASL.REs SHOI,LD BE O 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 TRENCHED SEDIMENT CONTROL LOG DOOLMENTED THUI?OJJHLY. a ANY WATERS OF THE UNITED STATES. '. WHERE AMP; HAVE FAILED, RE'.=AIR OR REPLACEMENT SHOULD RE INITIATED LPCN DI=:::i_]'.ERY ;:;F THE FAIU.iRE. E U 12- CvE=:LA' 4. SEDIMENT .4c:Jr.1ULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS (n 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 r.,l'1.; NEEDS-i TO MAINTAIN FI.NCTION.ALITY OF THE RMP, TYPICALL' WHEN DEPTH GP .A^r.JM ILATED W FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. E. 74E , sEr.IMENT, r 'R.,'xIMATEL' Y DF THE HEIGHT OF THE ,EDlr:1EhT .NTRGL L:'::. 0 ;.,,) SEL'It1ENT C; r.TracL LUG SHALL GE F:Er.�D',ED AT THE END OF C'1°TC?.ICTIUr,. C",tF° T FFC'ti 1PCST LU=S I:=Y E'E LEFT IN FLA'`UE UCVU xJ 3 a A.Ff FEh,' YEL' .='JD THE O 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 .r ❑ 1 RE' EEr,E-J. IF rISTI FBEr. .AREA . Exl;T AErEF FE'.1c, L THEY :HILL HE c; EFZ, -NH Z MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). I'1-METE I' r,IN. - Tc.' "•.:IL 'S EEC'E) AND H.ILCHER .:R OTHEPWIF,E sTAHILIZED IN A MAN NE R AF RovED EY sE ,IMEr,T :::'FFH!HL L:::, THE LOCAL .JJ iI`.DICTION. W aaaaaaaa 13. COUNTY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED LOG JOINTS (DETAILS ALAFTEC FRCFA TOWN OF PARKER. COLCRADO, JEFFERSON COL NT)" CCLCR‘.DC, CO-OCAS SOUND', COLORADO AND :.ITY OF A,,RouA, :_01u:arAD0, NcT AVAILABLE IN 4.1TOL:AD) 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 CC:NS `T WITH JUPOCALTIONS HAVE 3rAr DETAILS THAT 'd.ARY FROM REULFC STANDARD DETAILS. SCL-1 . TRENCHED SEDIMENT CONTROL LOG c"vsLLT 'd:ITH LOCAL .1.1RIs:-)InTIG�I`: .� T:.' :;HIGH r;ETAIL `�:H�:;tJLr; RE USED WHEN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. DIFFERENCE. ARE NOTED 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. C) November 2015 Urban Drainage and Flood Control District SCL-3 SCL-6 Urban Drainage and Flood Control District November 2015 CO Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 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 Q ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 15.1. BELOW ALL GUTTER DOWNSPOUTS. O 15.3. OUT DRAINAGE STR Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) 15.3. ALONGG 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 Z DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. D ) I 4 GENERAL INLET PROTECTION INSTALLATION NOTES O 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 C P 1. SEE PLAN VFW FOR: 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 -LOCATION OF INLET PROTECTION. 0 MI ler TYPE OF INLET PROTECTION (IP.1. IP.2. IP.3. IP.4. IP.S. IP.6) WASHOUT AREAS, AND/OR BUILDING SITES. -, L 0 04 FLOW -- 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING MM. 0 D (12" MIN.) 1 1 IS COMPLETE (TYPICALLY WITHIN 48 HOURS), IF A RAINFALL/RUNOFF EVENT IS FORECAST, r INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. CULVERTifir Y>' ` LLI 3. MANY JURISDICTIONS HAVE DMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. Q END SECTION CONSULT WITH LOCAL JURISDICTIONS AS r0 WHICH DETAIL SHOULD BE USED WHEN Q BACK FILL UPSTREAM ROCK DIFFERENCES ARE NOTED. N MATERIAL HANDLING AND SPILL PREVENTION ROCK SOCK OF WATTLE SOCK cn W Z INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CCNDITICN. Z THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL HANDLING, SPILL PREVENTION SPILL CLEANUP. THE CONTRACTOR SHALL NOTIFY THE MAINTENANCE of BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS As SOON As W 0 O O POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 7 Q APPROPRIATE AGENCIES WHEN A SPILL OCCURS. THE FOLLOWING ARE RECOMMENDED GUIDELINES FOR THE CONTRACTOR AND SHALL NOT REPLACE GOVERNMENTAL REGULATIONS: CULVERT INLET PROTECTION SECTION A EROSION, AND PERFORM NECESSARY MAINTENANCE. Q ! i2 PLAN 0' MIN. U w 0 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN AMPS IN O J CONCRETE WASHOUT STRUCTURE: CONCRETE WASHOUT STRUCTURES ARE USED TO CONTAIN CONCRETE AND LIQUIDS WHEN THE CHUTES CONCRETE MIXERS AND HOPPERS OF CONCRETE PUMPS ARE EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD DOCUMENTED THOROUGHLY. HE O O 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. 0 LL o 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 3- WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BF INITIATED UPON Z W THE PH OF NEARBY WATERWAYS AND HARM AQUATIC LIFE. KEY IN ROCK SOCK C.' ON BEDROCK, PAVEMENT OR RIP RAP DISCOVERY OF THE FAILURE. O MP } KEY IN ROCK SOCK 2" ON EARTH > Lg z • 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 p 4. SEDIMENT MAINTAIN B UPSTREAM of INLET PROTECTION SHALL BE REMOVEDE As SECTION D NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES U WATERWAY. 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR D Z O 0 • THE FACILITIES SHALL BE CLEANED OUT ONCE THEY ARE 2/3 FULL OR NEW FACILITIES BE CONSTRUCTED TO PROVIDE ADDITIONAL CI P-1 . CULVERT INLET PROTECTION STRAW BALES. •�D L L Z C.)CULVERT INLET PROTECTION INSTALLATION NOTES 5- INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS • ADDING SOLVENTS, FLOCCULENT, OR ACID TO WASHWATER IS PROHIBITED. PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF • PERMANENT DISPOSAL OF CONCRETE WASHOUT WASTE ON THE CONSTRUCTION SITE IS PROHIBITED. DISPOSAL OF WASTE SHALL LEGAL MANOR. t. SEE PLAN VIEW FOR INLET PRorEcnoN IN srRELrs. Z O O W -LOCATION Of CULVERT INLET PROTECTION. O ' ` G 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE V G� COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER CONSTRUCTION SITE LIQUID AND SOLID WASTE MANAGEMENT: BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES, INCLUDING SANITARY WASTES, MUST BE PROPERLY MANAGED AND DETAIL APPROVED BY THE LOCAL JURISDICTION. 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 CULVERT INLET PROTECTION MAINTENANCE NOTES (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) THE POTENTIAL STORMWATER RUNOFF TO MOBILIZE CONSTRUCTION SITE WASTES AND CONTAMINATE SURFACE OR GROUND WATER. 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. NOTE MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS • THE CONTRACTOR SHALL DESIGNATE ONE AREA FOR CONSTRUCTION VEHICLE REFUELING THAT IS AT LEAST 100 FEET AWAY FROM DRAIN, STREAM, POND OR WATERWAY. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DIFFERENCES ARE NOTED. • TEMPORARY SANITARY FACILITIES SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM DRAINAGEWAYS, STORM DRAINS, RECEIVING AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE TO EROSION, AND PERFORM NECESSARY MAINTENANCE. FLOODING. WASTEWATER GENERATED FROM SANITARY FACILITIES SHALL ALLOWED TO FLOW INTO STORM SEWERS AND DRAINAGEWAYS. ONLY LICENSED HAULERS SHALL BE AUTHORIZED TO z. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN NOTE' THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL DISPOSE OF FACILITIES SHALL BE SECURED TO PREVENT OVERTURNING IN AREAS SUSCEPTIBLE TO STRONG WINDS. EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY DOCUMENTED THOROUGHLY. PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR • CONSTRUCTION WASTE SHALL BE SEGREGATED PROPERLY INTO VARIOUS CATEGORIES SUCH AS HAZARDOUS MATERIALS, TOXIC NON-HAZARDOUS MATERIALS. DISCOURAGES USE of PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT • CONTAINERS OF LIQUIDS SHOULD HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM DRAINAGEWAYS, STORM DRAINS WATERS, AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE 3 WHERE BMPS HAVE FAILED, REPAIR a REPLACEMENT SHOULD BE INITIATED UPON PROPRIETARY METHODS SWMP USED, THE BMPPMROSRI BE wsrnlLLEo FROM H AINrAINEOCASRSHowN T DISCOVERY OF THE FAILURE. TO FLOODING. CONTAINERS SHALL ALSO BE PROPERLY LABELED. IN THE MANUFACTURER'S DETAILS. 4_ SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS i4 THE HEIGHT OF THE ROCK SOCK. NOTE SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET 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 PROTECTION. CHECK WITH LOCAL JURISDICTION To DETERMINE IF STRAIN BALE INLET ( ) 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION IS ACCEPTABLE. PL THE SPILL, DISPOSE OF CONTAMINATED MATERIALS, AND TRAIN PERSONNEL PREVENT AND CONTROL FUTURE SPILLS. SPCCS ARE APPLICABLE TO CONSTRUCTION SITES WHERE HAZARDOUS WASTE ARE AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. STORED HAZARDOUS WASTE INCLUDES PESTICIDES, PAINTS, CLEANERS, PETROLEUM PRODUCTS, FERTILIZERS, AND SOLVENTS. (DETNLS ADAPTED FROM AURORA, COLORADO, NOT AVNLABLE IN AUTOCAD) TAJ • THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN IN CONFORMANCE STATE AND FEDERAL REGULATIONS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. • SPILLS SHALL BE CONTAINED AND CLEANED UP AS SOON AS POSSIBLE. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. • 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. August 2013 Urban Drainage and Flood Control District TP-7 Drainage . Flood Control District • SPILLS SHALL NOT BE WASHED DOWN INTO THE STORM DRAIN OR BURIED ANYWHERE. Urban Storm Drainage Criteria Manual Volume 3 Urban StormDrainage THE CONTRACTOR SHALL REFER TO THE STATE AND FEDERAL SPILL GUIDANCE MANUAL (SGM) FOR ADDITIONAL REQUIREMENTS. Q 411111 Ece 1 0 o Concrete Washout Area (CWA) MM 1 MM 1 Concrete Washout Area (CWA) Silt Fence (SF) SC 1 SC 1 Silt Fence (SF) um _ D CONCRETE WASHOUT < J N) ��SIGN O f a /// CWA cc CWA MAINTENANCE NOTES SILT FENCE INSTALLATION NOTES 1' a T r- , [ 1 I Yp" x 1 Y cc 3:1 4 MIN , 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. (RECOMMENDED) WOODEN 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS FENCE POST WITH 10' MAX PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION - POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE SPACING AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR EROSION, AND PERFORM NECESSARY MAINTENANCE. / PONDING AND DEPOSITION . 1 1 ' ' 1 ''= VEHICLE TRACKING m 3:1 8 X 8 MIN. 3:1 �1 SILT FENCE CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN GEOTEXTILE 2° A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT m - -• VTC DETAIL) OR EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL -. . OTHER STABLE DOCUMENTED THOROUGHLY. BE USED. -r rc t PI -+- P : SURFACE .-< 7 c -e 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING / i J • DISCOVERY OF THE FAILURE COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR 3:1 1 1 J'; 3 TRENCH BY HAND. W 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN COMPACTED r 1S = CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD B I 25CMINI I REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. BACKFILL BE NO NOTICEABLE SAG BETWEEN STAKES AFTER 1T HAS BEEN ANCHORED TO THE STAKES, Q CONCRETE WASHOUT AREA PLAN 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES N THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT OR NAILS WITH I" HEADS. STAPLES AND NAILS SHOULD 8E PLACED 3" ALONG THE FABRIC 12' TYP. -I COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY. FLOW -.y 36"-48" DOWN THE STAKE. THE PERIMETER ---7_________ ____ TYP. 1�>J4 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. A - G 2% SLOPEEXISTING 1 6 AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE 7 WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND GROUND TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J-HOCK-" "THE "J-HOOK 11 3' MIN° 1 MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED 8Y THE LOCAL JURISDICTION. 6" MIN EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICiENi LENGTH TO KEEP UNDISTURBED OR ?3 >3 RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). COMPACTED SOIL (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, ACT AVAILABLE IN AUTOCAD). j 8 X 8 MIN. VEHICLE TRACKING I 18" 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. CONTROL (SEE VTC - NOTE, MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. AT LEAST 10" MIN DETAIL ) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN OF SILT FENCE SILT FENCE MAINTENANCE NOTES SECTION A DIFFERENCES ARE NOTED. "TAIL' SHALL BE 4" MIN BURIED 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 CWA-1 . CONCRETE WASHOUT AREA POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE t EROSION, AND PERFORM NECESSARY MAINTENANCE. CWA INSTALLATION NOTES 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1. SEE PLAN VIEW FOR: EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Z -CWA INSTALLATION LOCATION. SILT FENCE DOCUMENTED THOROUGHLY. Q 2, DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR POSTS SHALL OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON I- WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF DISCOVERY OF THE FAILURE. SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, AT JOINTS SO THAT NO GAPS THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR JOIN EXIST IN SILT FENCE 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED 0 SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A FIRST TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. SEDIMENTS IS APPROXIMATELY 6". w 3, THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. ROTATE 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, 0 SECOND TEARING, OR COLLAPSE. 4, CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST $' BY $' SLOPES • LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT POSTS SHALL BE JOINED AS THICKNESS OF GEOTEXTILE HAS 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED 0 LEAST 3' DEEP. SHOWN, THEN ROTATED 180 DEC. AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER Z N DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED, TYP SEDIMENT CONTROL BMP. 5. BERM SURROUNDING SIDES AND SACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. INTO THE GROUND w aaaaaaaa 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. SECTION A SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. 7 SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. OF CONCRETE TRUCKS AND PUMP RIGS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN SF-1 . SILT FENCE DIFFERENCES ARE NOTED. 8, USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION, VJ November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SF-3 SF-4 Urban Drainage and Flood Control District November 2010 CO Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 0 O Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Stabilized Staging Area (SSA) SM-6 SM-6 Stabilized Staging Area (SSA) SF/CFill° SF/CF STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES '� ONSITE ' SSA STABILIZED STAGING AREA MAINTENANCE NOTES O CONSTRUCTION CONSTRUCTION 1. SEE PLAN VIEW FOR VEHICLE TRAILERS 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). PARKING OF �'� STORAGE, AND UNLOADING/LOADING OPERATIONS. U MI 20 CAN BE CONSTRUCTION FOOT 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE-TYPESTRUCTION MAT OR TRM).OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, NEEDED) 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE Q (WIDTH ° LESS IF CONST. CONSTRUCTION ` � GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, cE VEHICLES ARE SITE ACCESS I - USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR � PHYSICALLY ( - In OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. CONFINED ON USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) ` , BOTH SIDES) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 1 3" MIN. THICKNESS NOTE' MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR Q LLI SIDEWALK OR OTHER 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS 1 MATERIAL GRANULAR MATERIAL MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF 50 FOOT {MIN.) STORAGE VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. 12 PAVED SURFACE WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. STABILIZED N AREA CONSTRUCTION - i I- `•, V♦ z NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. ' - 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND ENTRANCE (SEE n CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 1 A r r r r DISTURBING ACTIVITIES. DETAILS VTC-1 O DIFFERENCES ARE NOTED. Z j i_� TO VTC 3) .. W SILT FENCE OR CONSTRUCTION 5 ANON WOVEN GEOTEXTILE FABRIC SHALL BE PACED UNDER THE STABILIZED SF/CF SF/CF�� FENCING AS NEEDED (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) O Q K z � :- '� � CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. Z 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT 0 WH O L� Lr t EXISTING ROADWAY O J 9" (MIN.} SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. O r r= / SSA-1 . STABILIZED STAGING AREA Z �/ � -Er' O STABILIZED CONSTRUCTION ENTRANCE EXIT MAINTENANCE NOTES in ' ' a r_, 1 W fI © r'r 1 INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. STABILIZED STAGING AREA INSTALLATION NOTES O PUBLIC { UNLESS OTHERWISE SPECIFIED MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS F- ROADWAY BY LOCAL JURISDICTION, USE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 1, SEE PLAN VIEW FOR I- Z CDOT SECT. #703, AASHTO #3 EROSION, AND PERFORM NECESSARY MAINTENANCE. -LOCATION OF STAGING AREA{S). COARSE AGGREGATE OR 6" -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL 7 O O MINUS ROCK 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN FROM THE LOCAL JURISDICTION. L EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. Ct Z U NON-WOVEN GEOTEXTILE FABRIC DOCUMENTED THOROUGHLY. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. (/) n 0 BETWEEN SOIL AND ROCK 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Z O "" O DISCOVERY OF THE FAILURE. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. O C w UNLESS OTHERWISE SPECIFIED BY LOCAL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED 4, THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR U U till INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. MATERIAL. OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE 5, UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT OR 6" MINUS ROCK r U„ (MIN.) 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND i AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED SECT. #703, AASHTO 3 COARSE AGGREGATE OR 6" (MINUS) ROCK. -:;.---; -- DOWN STORM SEWER DRAINS. 6, ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. FENCE AND CONSTRUCTION FENCING. inil ,)j\ \, ' �� \ STY T��/��/f` CONSULT CEWITH A LOCAL E JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN STABILIZED STAGING AREA MAINTENANCE NOTES ED 1�. Q-r NON WOVEN GEOTEXTILE • FABRIC (DETAILS ADAPTED FROM CITY OF BROOMfIELO. COLORADO. NOT AVAILABLE IN AUTOCAO) 1, INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. COMPACTED SUBGRADE MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS SECTION A 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 pL DISCOVERY OF THE FAILURE. VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED TAJ 1/27/2025 November 2010 Urban Drainage and Flood Control District VTC-3 VTC-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SSA-3 SSA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban StormDrainage Q E 1 MUTCD 2009 EDITION 8' Table 6C-3.Taper Length Criteria for Temporary Traffic Control ` p Figure 6C 3. Example of a One-Lane,Two Way Traffic TaperZones / Type of Taper Taper Length li fA 315 Merging Taper at least L v Know what's below. Shifting Taper at least 0.5 L Call before you dig. Shoulder Taper at least 0.33 LZ One-Lane,Two-Way Traffic Taper50 feet minimum,100 feet maximumif 410 O14Downstream Taper 100 feet per lane Note:Use Table OC-4 to calculate LTable eC-4.Formulas for Determining Taper Length Speed(S) Taper Length CO in feet < J 40 mph or less L=wsz J So 24" MIN. 45 mph or moreL=WS f0/� Where: Ce �/ •L=taper length In feet • =width of offset In feet S • =pasted speed limit,or off-peak 8501-percentile speed prior to work starting,or the anticipated operating speed In mph NEW ASPHALT SAW CUT AND REMOVE EXISTING ASPHALT ASPHALT 2" DEPTHit N ' -11111111111111111111 __ 11 ; I _ L I i� I� IM w ,,7, sk , j w ,1tl 7Sti r' 1 I I- � / ,`r • Downstream Taper Q \ \ \ 5D to 100 f1 SAW CUT OR OTHER IIII Butter Space METHOD AS APPROVED 1�1 Ilon itudinall Work Space SAW CUT ASPHALT OR "T-JOINT" DETAIL `. • 9ulfer iluOinel Space tion p q ) f is used to position the taper f In advance of;he Curve • NOTES: • 1. PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) 1 z PRIOR TO PAVING OPERATION. APPLY TACK (CSS-1h) TO THE MILLED OR One-Lane.Two-Way TraficTaper o SAW—CUT EDGE PRIOR TO PAVING OPERATIONS. 50 to 100 f1 I— a_ 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. V A DIFFERENT APPLICATION RATE SHALL BE APPROVED BY WELD COUNTY. r* 0 Legend LJ1 -4 Di reel ion of travel 0 Channelizing device i ® Work space O —u Flagger Z an Sign aaaaaaaa an W Ct Computer File Information Index of Revisions WELD COUNTY As Constructed SAW CUT ASPHALT OR Project No./Code 4 t y Creation Date: Date: Comments: Initials: Last Modified Date: 11/12/2020 PUBLIC WORKS DEPARTMENT No Revisions: rrT-JOINT" DETAIL '""' '' 1111 H.STREET Full Path: t 1 ii 1 1 I — Si P.O.BOX 758 Revised: Designer: DrawingFile Name: _II.M P. •'. GREELEY,CO. 80632-0758 .,,,_h r' - PHONE:(970)356-4000 Detailer: AutoCAD Version: 2018 Scale: AS NOTED Units: English FAX: (970)304-6497 Void: Sheet Number of 9 Sheet Subset: Sheet Subset: C)T CO 0 O^' I r Z D O cll ) U J 0 a Z I Q W N 0 rcowz OZ0 � QwH o U O oD o 0 U z > OC I- z Pz 2 ca o I- DLZ o zO O w 1/27/2025 al CONSTRUCTION DOCUMENTS ee ... COUNTY ROAD 32 AND COUNTY ROAD 39 IMPROVEMENTS 4110 Qz `" ASSOCIATED WITH PELICAN LAKE RANCH FILING NO. 2 Q J LOCATED INSECTIONS 1 1 AND 17 Ce tn Ce OC 3, 4, 5, 8, 9, 0, 5, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, W COUNTY OF WELD STATE OF COLORADO PROJECT CONTACTS: UTILITY CONTACTS: Lo N OWNER: WATER: w o REI LIMITED LIABILITY CO CENTRAL WELD COUNTY WATER DISTRICT (CWCWD) #t ISHEET LIST TABLE o P.O. BOX 156 2235 2ND AVENUE RED FEATHER LAKES, CO 80545 GREELEY, CO 80631 / _ t SHEET NUMBER SHEET TITLE SHEET DESCRIPTION CONTACT: DARIN NAIBAUER I 1 COVER SHEET CS1 u) WELD COUNTY: PHONE: 970.352.1284 0 2 M&S STANDARDS SHEET MS1 Z CONTACT: DAWN ANDERSON I �� — �� / U 3 TYPICAL SECTIONS TS1 2 1402 N 17TH AVENUE ELECTRIC: 2 GREELEY, CO 80632 4 TYPICAL SECTIONS TS2 0 PHONE: 970.400.3736 UNITED POWER, INC. COOPERATIVE WAY 5 GENERAL NOTES GN1 � BRIGHTON, CO 80603 CIVIL ENGINEER: CONTACT: MARJORIE ZAMORA % M 6 SUMMARY OF APPROXIMATE QUANTITIES QT1 Z WCR 38 TERRA FORMA SOLUTIONS EMAIL: MZAMORA@UNITEDPOWER.COM - JG' U L 7 SURVEY CONTROL DIAGRAM SC1 0 CONTACT: TODD JOHNSON, PE PHONE: 303.659.0551 M 0 3465 SOUTH GAYLORD COURT, A304 / 8 SURVEY CONTROL DIAGRAM SC2 Z fl ENGLEWOOD, CO 80113 GAS: / 9 SURVEY CONTROL DIAGRAM SC2 o PHONE: 303.257.7653 a p ATMOS ENERGY CORPORATION 10 HORIZONTAL CONTROL PLAN HC1 E w 1555 BLAKE STREET, SUITE 450 I r SURVEYOR: DENVER, CO 80202 U U 11 COUNTY ROAD 32 RIGHT-OF-WAY PLAN ROW1 W W MAJESTIC SURVEYING CONTACT: BETHANY NITZEL 12 COUNTY ROAD 32 RIGHT-OF-WAY PLAN ROW2 0 II CONTACT: STEVEN PARKS EMAIL: BETHANY.NITZEL@ATMOSENERGY.COM 1111 DIAMOND VALLEY DRIVE#104 PHONE: 888.286.6700 �� - WCR 32 13 COUNTY ROAD 39 RIGHT-OF-WAY PLAN ROW3 WINDSOR, CO 80550 14 COUNTY ROAD 39 RIGHT-OF-WAY PLAN ROW4 Z PHONE: 970.833.5698 U - PROJECT AREA 15 EXISTING CONDITIONS & DEMOLITION PLAN EX1 j aaaaaaa r 16 EXISTING CONDITIONS & DEMOLITION PLAN EX2 WCR 28 17 COUNTY ROAD 32 PLAN & PROFILE RD1 0 U 18 COUNTY ROAD 32 PLAN & PROFILE RD2 y 19 COUNTY ROAD 32 PLAN & PROFILE RD3 20 COUNTY ROAD 39 PLAN & PROFILE RD4 21 COUNTY ROAD 39 PLAN & PROFILE RD5 CO 22 COUNTY ROAD 39 PLAN & PROFILE RD6 Q TABULATION OF LENGTH & DESIGN DATA WCR 24 I / I � 23 INTERSECTION DETAILS RD5 _ �_\ Q STATION LINEAR FEET _N 24 EROSION CONTROL PLAN EC1 0 ROADWAY MAJOR STRUCTURE n/ 25 EROSION CONTROL PLAN EC2 LL COUNTY ROAD 32 VICINITY MAP 26 SIGNAGE AND STRIPING PLAN SP1 BEGIN STA. 4+48.09 2,552 - 1"=10,000' END STA. 30+00.30 27 SIGNAGE AND STRIPING PLAN SP2 7 28 CONSTRUCTION TRAFFIC CONTROL PLAN TCP1 Z COUNTY ROAD 39 D 29 CONSTRUCTION TRAFFIC CONTROL PLAN TCP2 O BEGIN STA. 14+21.90 3,132 - END STA. 45+54.25 30 COUNTY ROAD 32 CROSS SECTIONS CS1 ` 31 COUNTY ROAD 32 CROSS SECTIONS CS2 V TOTALS 5,685 - 32 COUNTY ROAD 32 CROSS SECTIONS CS3 0 33 COUNTY ROAD 32 CROSS SECTIONS CS4 Z SUMMARY LINEAR FEET MILES Q 34 COUNTY ROAD 32 CROSS SECTIONS CS5 ROADWAY 5,685 1.08 35 COUNTY ROAD 39 CROSS SECTIONS CS6 H w 36 COUNTY ROAD 39 CROSS SECTIONS CS7 Z O MAJOR STRUCTURE - - W Q 0 37 COUNTY ROAD 39 CROSS SECTIONS CS8 < Z W < PROJECT GROSS AND NET LENGTH 5,685 1.08 38 COUNTY ROAD 39 CROSS SECTIONS CS9 UO 0 W W 2 DESIGN DATA 39 COUNTY ROAD 39 CROSS SECTIONS CS10 0 L.L = OU MINIMUM CURVE RADIUS (FEET) N/A > 40 COUNTY ROAD 39 CROSS SECTIONS CS11 ZO co } 41 CONSTRUCTION DETAILS DT1 Z MAXIMUM GRADE 4.70% 42 CONSTRUCTION DETAILS DT2 D Z O W O MINIMUM S.S.D. HORIZONTAL (FEET) N/A 43 CONSTRUCTION DETAILS DT3 � D � C.) MINIMUM S.S.D. VERTICAL (FEET) 612 (65 MPH DESIGN SPEED, 3% UP GRADE) p MAXIMUM DESIGN SPEET (MPH) 65 MPH \\\\\\\O PDI ly IIL/ / ti'• /�� %a 37660 �c••, 5/16/2025 :& 0 S/6 ICI IIII1\\� \\\\\ UNCC PL CALL BEFORE YOU DIG TAJ 811 THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAS BEEN 81I BASIS OF OR DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT 1/27/2025 D SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION THE SOUTHOF • ONE-QUARTER OF SECTION • •' • 1 -800-922- 1987 OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINNING ANY WORK. ONE-QUARTER THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CORNER OF SAID SECTION •' ON THE UTILITY NOTIFICATION CRESNFLICTING UTILITIES. THE PONSIBILITY SIBI TY FOR HE ACCURACNEER AND Y OR COMPLNER ETENESS ASS UME : • . :BSOUEARS . _ CAP MARKED CENTER OF COLORADO a 1 cc Qz 0 1JI a 0 r 1 0 cc W 1 PLAN M STANDARD PAGE PLAN M STANDARD PAGE PLAN S STANDARD Lo NUMBER TITLE NUMBER NUMBER TITLE NUMBER NUMBER TITL 0 E W CV I- CO p M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 El M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 79-97 ® S-612-1 DELINEATOR INSTALLATIONS (8 SHEETS) o 6 p M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 31 INCHES (19 SHEETS) El S-613-1 ROADWAY LIGHTING (8 SHEETS) u) El M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) 98-101 p M-203-1 APPROACH ROADS 8 ® S-614-1 TYPICAL GROUND SIGN PLACEMENT (2 SHEETS) z Lu p M-203-2 DITCH TYPES 9 ElM-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 102-104 ® S-614-2 CLASS I SIGNS 2 p M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 0 p M-203-11 SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS 10-12 (11 SHEETS) p S-614-3 CLASS II SIGNS } (3 SHEETS) p M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 p S-614-4 CLASS III SIGNS (3 SHEETS) z p M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 p S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS ElM-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 p M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 FOR CLASS III SIGNS (2 SHEETS) z w (2 SHEETS) p M-607-3 BARRIER FENCE 122 p S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS a o p M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) . . . .17-18 p M-607-4 DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS) 123-127 FOR CLASS III SIGNS (2 SHEETS) E in ® M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 p M-607-10 PICKET SNOW FENCE 128 El S-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SH w w 0 II p M-210-1 MAILBOX SUPPORTS (2 SHEETS) 30-31 0 M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 El S-614-9 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 p M-214-1 NURSERY STOCK DETAILS 32 p M-608-1 CURB RAMPS (10 SHEETS) 138-147 p S-614-10 MARKER ASSEMBLY INSTALLATIONS zz p M-216-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 ElM-609-1 CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 p S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS w aaaaaaa p M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 El M-611-1 CATTLE GUARD (2 SHEETS) 152-153 El S-614-12 STRUCTURE NUMBER INSTALLATION (2 SHEETS) O M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 40 El M-611-2 DEER GUARD (2 SHEETS) 154-155 El S-614-14 FLASHING BEACON AND SIGN INSTALLATIONS (4 p M-601-1 SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 41-42 El M-614-1 RUMBLE STRIPS (3 SHEETS) 156-158 El S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS (2 SHEETS) p M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 El S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS. p M-601-2 DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 43-44 p M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 (2 SHEETS) M (2 SHEETS) ElM-615-2 EMBANKMENT PROTECTOR TYPE 5 162 El S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 0 p M-601-3 TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 45-46 p S-614-40 TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST a (2 SHEETS) El M-616-1 INVERTED SIPHON 163 65'-75' SINGLE MAST ARMS (5 SHEETS) El M-601-10 HEADWALL FOR PIPES 47 p M-620-1 FIELD LABORATORY CLASS 1 164 ElS-614-40A ALTERNATIVE TRAFFIC SIGNAL Et p M-601-11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 p M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 25'-55' SINGLE MAST ARMS (4 SHEETS) p M-601-12 HEADWALLS AND PIPE OUTLET PAVING . 49 p M-620-11 FIELD OFFICE CLASS 1 167 El S-614-41 TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) . z p M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) . . . 50-51 O M-620-12 FIELD OFFICE CLASS 2 168 El S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) D p M-603-1 METAL PIPE (4 SHEETS) 52-55 p M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 El S-614-43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DE" 0Pm p M-603-2 REINFORCED CONCRETE PIPE 56 (8 SHEETS) 0 W p M-603-3 PRECAST CONCRETE BOX CULVERT 57 ElS-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) 1 W z El S-614-50 STATIC SIGN MONOTUBE STRUCTURES (12 SHEE p M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 a Cl) AND POLYPROPYLENE PIPE (AASHTO M330) El S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHE CV i Cr) w0 p M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 ® S-627-1 PAVEMENT MARKINGS (9 SHEETS) w 0 I- fX o p M 603 6 STEEL REINFORCED POLYETHYLENE 60 p S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTI( a a g AND POLYPROPYLENE PIPE (AASHTO M330) COLORADO (24 SHEETS) 0 W0 O o p M-603-10 CONCRETE AND METAL END SECTIONS 61 DEPARTMENT OF TRANSPORTATION ® S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMF Z 2 Z ov p M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 AND VERTICAL PANELS p > i z _ � � z (3 SHEETS) TABLE OF CONTENTS p S-630-3 FLASHING BEACON (PORTABLE) DETAILS ? z 0 c O p M-604-10 INLET, TYPE C 65 p S-630-4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATII i D V) S M <S C STANDARDS DESIGN (2 SHEETS) 0El M-604-11 INLET, TYPE D 66z p M-604-12 CURB INLET TYPE R (2 SHEETS) 67-68 p S-630-5 PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHE (� El M-604-13 CONCRETE INLET TYPE 13 69I JULY 31 , 2019 p S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY) El M-604-20 MANHOLES (3 SHEETS) 70-72 p S-630-7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL . . tP...11ll/�� (3 SHEETS) p M-604-25 VANE GRATE INLET (5 SHEETS) 73-77 37660 - p M-605-1 SUBSURFACE DRAINS 78 �•, 5/16/2025.��\ / iSS;�NA� � c'\ ��llllll I I IIII1\�� PL TAJ /27/2025 Q li E 1 Qz D QJ Ce U) Ce EX EX 10" BASE COURSE W ROW ROW CL ROW r 7" HOT MIX ASPHALT I 10' R.O.W. 60' EXISTING R.O.W. LO DEDICATION f CD 70' PROPOSED R.O.W. I Q I _ PAVEMENT WIDENING _ VARIES 0'- 22' �I� 24' CHEMICALLY OR MECHANICALLY U) 4'TURN STABILIZED SUBGRADE - SEE Z 8'SHOULDER/ 12' PROPOSED LANE - GORE 12' PROPOSED __ 12' EXISTING GEOTECHNICAL DUE DILIGENCE STUDY in MULTI-USE TRAVEL LANE LEFT TURN LANE TRAVEL LANE 2 2' GRAVEL 6' PROPOSED ROADWAY CROWN I 0 SHOULDER (TRANSITIONS FROM EXISTING I PROPOSED COUNTY ROAD PAVEMENT SECTION U RESET EXISTING CROWN AT BEGINNING OF } IMPROVEMENTS) EXISTING ROADWAY SCALE: 1" = 2' Z FENCE TO NEW R.O.W. '4111142% 2% CROWN 0 —i 2/0� EXISTING GROUND Z c MEET EXISTING J O in GROUND 4'.� M1 I o- a p W REUSE ASPHALT MILLINGS FOR SHOULDER W W II MILL AND OVERLAY OVER ENTIRE EXISTING ROADWAY SURFACE p SUBGRADE PER GEOTECH REPORT CREATE A SYMMETRICAL 2% CROSS SLOPE SAFETY EDGE WITH A 30-35° AGGREGATE BASE COURSE PER GEOTECH REPORT SLOPE AND SHOULDER MATERIAL O Z ASPHALT PER GEOTECH REPORT 2% > ' aaaaaaa f— W PROPOSED TYPICAL COUNTY ROAD 32 ROADWAY SECTION RURAL COLLECTOR 30° -35° SLOPE iraidialk.-imms (WEST OF PROPOSED ACCESS - LOOKING EAST) /41 SUBGRADE PER GEOTECH REPORT 0) CO AGGREGATE BASE COURSE PER GEOTECH REPORT 0 ASPHALT PER GEOTECH REPORT Q O 11 SAFETY EDGE DETAIL SCALE: 1" = 2' Z EX EX ROW ROW CL ROW 0 0 10' DEDICAOT O __N 60' EXISTING R.O.W. 70 Z 70' PROPOSED R.O.W. - I NOTES: Q Z I _ PAVEMENT WIDENING __ I _ I 1. PAVEMENT CONSTRUCTION, INCLUDING SUBGRADE PREPARATION, N ��^^ I VARIES 0'- 22' 24' REQUIRED STABILIZATION, AND SECTION THICKNESSES, SHALL BE IN Z V J 0 O ACCORDANCE WITH THE GEOTECHNICAL DUE DILIGENCE STUDY FOR 1. PELICAN LAKES FILING 2, WELD COUNTY, COLORADO PREPARED BY AGW < I _ 8'SHOULDER/ 12' PROPOSED __ STRIPED MEDIAN 12 EXISTING Z MULTI-USE TRAVEL LANE 0' - 16' TRAVEL LANE (PROJECT NO. 247117, DATED APRIL 29, 2025). THE CONTRACTOR SHALL U O 2' GRAVEL _ I REVIEW THE REPORT IN ITS ENTIRETY AND COORDINATE WITH THE O O W J SHOULDER 6' PROPOSED ROADWAY CROWN GEOTECHNICAL ENGINEER FOR ANY UPDATES BASED ON FINAL GRADING a 1/ 2 co 0 1 (LOCATION VARIES AND I AND MATERIAL CONDITIONS ENCOUNTERED IN THE FIELD. Z TRANSITIONS TO EXISTING CROWN O W RESET EXISTING AT END OF IMPROVEMENTS) EXISTING ROADWAY F / a Z FENCE TO NEW R.O.W. CROWN D Z O — O 2% 2% 2% ( L EXISTING GROUND Et MEET EXISTING J 1 j D Et O p GROUND 4'.A MPX y O 5 W 8UH REUSE ASPHALT MILLINGS FOR SHOULDER \\\\IIIIIIIIIII//////// MILL AND OVERLAY OVER ENTIRE EXISTING ROADWAY SURFACE ��O�P��... /✓ice SUBGRADE PER GEOTECH REPORT o� \, • ti.• CREATE A SYMMETRICAL 2% CROSS SLOPE AGGREGATE BASE COURSE PER GEOTECH REPORT °� ASPHALT PER GEOTECH REPORT _-_:: 37660 ct_ �••, 5/16/2025..1, - ,- PROPOSED TYPICAL COUNTY ROAD 32 ROADWAY SECTION %,«'ss;•• ....••• �� ✓////////oNAI I I I1\\\\ RURAL COLLECTOR (EAST OF PROPOSED ACCESS - LOOKING EAST) TAJ 1/27/2025 0 5' 10' TS1 , _ - , 1" = 5' (HORIZONTAL) Q 1 cc . Qz D QJ Ce U) EX EX 10" BASE COURSE W ROW CL ROW ROW r 7" HOT MIX ASPHALT I 60' EXISTING R.O.W. 15' R.O.W. DEDICATION a fCD 75' PROPOSED R.O.W. Q co O � I PAVEMENT WIDENING 2 I VARIES 0'- 17' I CHEMICALLY OR MECHANICALLY 4'TURN STABILIZED SUBGRADE - SEE Z 12' EXISTING 12' PROPOSED LANE 12' PROPOSED 8'SHOULDER/ GEOTECHNICAL DUE DILIGENCE STUDY uJ TRAVEL LANE LEFT TURN LANE TRAVEL LANE MULTI-USE GORE 2 PROPOSED ROADWAY CROWN 2' GRAVEL 1 (TRANSITIONS FROM EXISTING 6 SHOULDER RESET EXISTING PROPOSED COUNTY ROAD PAVEMENT SECTION } CROWN AT BEGINNING OF FENCE TO NEW R.O.W. H EXISTING ROADWAY IMPROVEMENTS) SCALE: 1" = 2' Z D CROWN 2% 2% 0 �2% f— —i EXISTING GROUND _ MEET EXISTING Z fl ItneRentWWWWWAWFtwaiwiwiwaxwerTil 4:/ MAX GROUND 1 E W U U) REUSE ASPHALT MILLINGS FOR SHOULDER W W O II MILL AND OVERLAY OVER ENTIRE EXISTING ROADWAY SURFACE CREATE A SYMMETRICAL 2% CROSS SLOPE SUBGRADE PER GEOTECH REPORT SAFETY EDGE WITH A 30-35° AGGREGATE BASE COURSE PER GEOTECH REPORT SLOPE AND SHOULDER MATERIAL OZ ASPHALT PER GEOTECH REPORT 2% w ' a a aaaaa PROPOSED TYPICAL COUNTY ROAD 39 ROADWAY SECTION RURAL COLLECTOR ._wers,,_ 30° -35° SLOPE ,,, (NORTH OF PROPOSED ACCESS - LOOKING NORTH) SUBGRADE PER GEOTECH REPORT 0) CO AGGREGATE BASE COURSE PER GEOTECH REPORT 0 ASPHALT PER GEOTECH REPORT Q O Et SAFETY EDGE DETAIL SCALE: 1" = 2' Z EX EX ROW CL ROW ROW 0 0 ["' 1 60' EXISTING R.O.W. -- 15' R.O.W. 0 DEDICATION 75' PROPOSED R.O.W. NOTES: Z Z 1 I PAVEMENT WIDENING I 1. PAVEMENT CONSTRUCTION, INCLUDING SUBGRADE PREPARATION, N z 24' -- �^ VARIES 0'- 29' I REQUIRED STABILIZATION, AND SECTION THICKNESSES, SHALL BE IN Z CO VJ 0 0 ACCORDANCE WITH THE GEOTECHNICAL DUE DILIGENCE STUDY FORa 12' EXISTING STRIPED MEDIAN 12' PROPOSED 12' PROPOSED PELICAN LAKES FILING 2, WELD COUNTY, COLORADO PREPARED BY AGW 0 Z — TRAVEL LANE 0' - 16' TRAVEL LANE RIGHT TURN LANE '1_ 5' MIN.CLEAR ZONE (PROJECT NO. 247117, DATED APRIL 29, 2025). THE CONTRACTOR SHALL < Z J 2' GRAVEL REVIEW THE REPORT IN ITS ENTIRETY AND COORDINATE WITH THE O O III ILA O 1' J PROPOSED ROADWAY CROWN SHOULDER GEOTECHNICAL ENGINEER FOR ANY UPDATES BASED ON FINAL GRADING a 1/ 2 to 0 1 (LOCATION VARIES AND RESET I AND MATERIAL CONDITIONS ENCOUNTERED IN THE FIELD. Z C.)TRANSITIONS TO EXISTING CROWN EXISTING O W al EXISTING ROADWAY AT END OF IMPROVEMENTS) FENCE TO a Z CROWN o NEW R.O.W. U 2/o0 2/0 5:1 ( N — 0 MEET EXISTING GROUND /� �— —� Y MAX 4: MAX GROUNDISTING L0L C O W O UUH REUSE ASPHALT MILLINGS FOR \\\\\IIII I I IIII////// � MILL AND OVERLAY OVER ENTIRE EXISTING ROADWAY SURFACE SUBGRADE PER GEOTECH REPORT SHOULDER \��a�PD�... CREATE A SYMMETRICAL 2% CROSS SLOPE AGGREGATE BASE COURSE PER GEOTECH REPORT v'' o. . a; ASPHALT PER GEOTECH REPORT - Z' 37660 =-0 •:ct_ 1 \ 5/16/2025 I PROPOSED TYPICAL COUNTY ROAD 39 ROADWAY SECTION j%,«'ss;. .... . �� RURAL COLLECTOR (SOUTH OF PROPOSED ACCESS - LOOKING NORTH) TAJ 1/27/2025 0 5' 1 cr TS2 , _ — , 1" = 5' (HORIZONTAL) WELD COUNTY NOTES GENERAL NOTES EARTHWORK NOTES < 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, THE WELD COUNTY 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST FOR THE STANDARD REFERENCES AS APPLICABLE: ENGINEERING AND CONSTRUCTION CRITERIA, COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DUST PALLIATIVE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF GRADING. FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023, OR AS AMENDED, AND THE M&S STANDARD PLANS DATED MAY 2024, a. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, JANUARY 2021. OR AS AMENDED. ALL WORK WILL BE INSPECTED AND APPROVED BY THE COUNTY INSPECTOR. SURVEY NOTES Vf b. WELD COUNTY PROJECT SPECIAL PROVISIONS 2. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE CONTRACT, 41111 Z O O 1. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND RESET IF DAMAGED.c. CDOT FIELD MATERIALS MANUAL AND (1) COPY OF THE STORMWATER MANAGEMENT PLAN FOR THE PROJECTd. CDOT CONSTRUCTION MANUALe. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM INENVIRONMENTAL NOTESCONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS J f. CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT CONSTRUCTION. 1. ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA WILL BE CLEAN OF NOXIOUS WEEDS AND WILL BE SUBJECT Q O g. CDOT STANDARD PLANS (M&S STANDARDS) TO INSPECTION. ALL VEHICLES WILL BE WASHED THOROUGHLY TO REMOVE DIRT, PLANT MATERIALS, AND OTHER FOREIGNCe O- h. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION)AND THE 4. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY BY MATERIALS PRIOR TO ENTERING THE PROJECT SITE. NOXIOUS WEEDS OBSERVED IN AND NEAR THE CONSTRUCTION SITE COLORADO SUPPLEMENT THERETO THE CONTRACTOR BY SWEEPING. THE CONTRACTOR SHALL REPAIR ANY PAVEMENT FAILURES CAUSED BY THE SHALL BE TREATED WITH HERBICIDE OR MECHANICALLY REMOVED PRIOR TO ANY GROUND DISTURBANCE. SOILCe i. AASHTO ROADSIDE DESIGN GUIDE CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED SUPPORTING NOXIOUS WEEDS OF MORE THAN 10 PERCENT SHALL NOT BE USED AS TOPSOIL DURING REVEGETATION SUBSIDIARY TO THE WORK. EFFORTS. la I NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION AT AND ADJACENT TO THE JOB SITE 2. A QUALIFIED BIOLOGIST SHALL CONDUCT A BIRDS OF PREY SURVEY PRIOR TO START OF ANY CONSTRUCTION THAT IS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PLANNED TO OCCUR BETWEEN FEBRUARY 1 AND AUGUST 31. THE SURVEY SHALL BE CONDUCTED NO MORE THAN 7 DAYS COLORADO DEPARTMENT OF TRANSPORTATION PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC PRIOR TO CONSTRUCTION. IF AN ACTIVE NEST IS OBSERVED WITHIN THE RECOMMENDED 50 FOOT BUFFER AREA, THE BID PLANS ROOM SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL INFORM THE PROJECT ENGINEER. THE PROJECT ENGINEER WILL CONTACT THE REGIONAL BIOLOGIST in 4201 EAST ARKANSAS AVENUE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, FOR GUIDANCE AS TO WHETHER ACTIVITIES NEED TO BE MODIFIED OR LIMITED IN CERTAIN AREAS OF THE PROJECT IN w N DENVER, CO 80222-3400 TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. ORDER TO COMPLY WITH THE CPW RECOMMENDED BUFFER ZONES AND SEASONAL RESTRICTIONS FOR COLORADO I- (0 (303) 757-9313 6. THE CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE R.O.W., EASEMENTS, AND THOSE AREAS WITHIN THE LIMITS OF RAPTORS GUIDANCE. p j CONSTRUCTION AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL KEEP EQUIPMENT AND 3. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG 2. ACCESS CONSTRUCTION WITHIN ROAD ROW AND ALL ROAD IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT(S)AND MATERIAL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER HAVE FLEDGED. IN COLORADO, MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. CD H NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. AGREEMENTS WITH PROPERTY OWNERS AS DEEMED NECESSARY. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A Z RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. uJ 3. THE CONTRACTOR SHALL PROVIDE ON-SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL 2 REASONABLY CLOSE TO THE CONSTRUCTION SITE. O OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT CONDUCT 4. CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS SHALL BE COMPLETED BEFORE 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ANY OPERATIONS OR STAGING OUTSIDE THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS WITHOUT PRIOR APPROVAL BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND 0 ADDITIONAL COST. FROM THE PROJECT INSPECTOR. AUGUST 31, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX(6) INCHES OR LESS PRIOR TO APRIL 1.7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF H ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, 5. THE CONTRACTOR MUST KEEP ALL OPERATIONS, INCLUDING ALL EQUIPMENT, WITHIN THE DELINEATED EASEMENTS, RIGHT OF WAY, SHALL BE IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX(6) INCHES. FAILURE TO MAINTAIN Z AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENT THEIR PROPERTY AND/OR THEIR DRIVEWAY. VEGETATION HEIGHT OF SIX(6) INCHES OR LESS MAY POSTPONE PROJECT CONSTRUCTION. CONSTRUCTION EASEMENTS MAY BE REQUIRED. 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION 6. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR(TCS)TO MANAGE CONSTRUCTION SIGNAGE AND AT NO ADDITIONAL COST TO THE PROJECT. SIGNAGE AND STRIPING NOTES O w SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN WELD COUNTY RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK 0 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES 1. ALL EXISTING MARKINGS THAT CONFLICT WITH PROPOSED CONSTRUCTION TRAFFIC CONTROL SHALL BE OBLITERATED. Cl_ 0 IS IN PROGRESS. PRIOR TO COMMENCEMENT OF CONSTRUCTION. E uJ 2. ALL NEW SIGNS SHALL HAVE A MINIMUM THICKNESS OF 0.100" 0 U) 7. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN WELD COUNTY RIGHT OF WAY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, U) > 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATION AND 3. EXISTING SIGNS SHALL BE REMOVED AND REINSTALLED AS DIRECTED BY THE ENGINEER AND AS SHOWN IN THE DRAWINGS. p II TRENCHING. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SIGNS THAT ARE DAMAGED OR LOST DURING CONSTRUCTION. 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. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO 4. SIGN POSTS SHALL BE 2"X 2" PERFORATED STEEL SQUARE TUBING (14 GAUGE). OZ ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE ' aaaaaaa 10. FAILURE TO COMPLY WITH STORMWATER REGULATORY REQUIREMENTS MAY RESULT IN ENFORCEMENT ACTIONS. APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE 5. SIGNPOST BASES SHALL BE DRIVABLE 2.25"X 2.25" (12 GAUGE) (3-FT IN LENGTH). w ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE THROUGHOUT CONSTRUCTION. 6. BASES SHALL BE INCLUDED IN COST OF SIGN POSTS. TOP OF BASE SHALL BE ±3" ABOVE FINISHED GRADE. PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, 12. THE CONTRACTOR SHALL ADDRESS LOCAL DRAINAGE DURING EACH PHASE OF CONSTRUCTION. THIS SHALL NOT BE PAID SOLVENTS, OILS, OR SOAPS. FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 7. NO RIVETED HARDWARE, APPROPRIATE STAINLESS STEEL HARDWARE WITH LOCKING WASHERS. 13. ALL BACKFILL MATERIAL AND EMBANKMENT SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND TECHNICAL 8. PERMANENT STRIPING LAYOUT SHALL BE "CAT-TRACKED" FOR WELD COUNTY'S APPROVAL PRIOR TO PERMANENT STRIPING 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, SPECIFICATIONS AND THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND OPERATIONS. THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM BRIDGE CONSTRUCTION, 2017 EDITION, EXCEPT WHERE NOTED OTHERWISE. 9. ALL SIGNAGE CONFLICTING WITH CONSTRUCTION SIGNAGE SHALL BE MASKED. PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE 14. TYPE OF COMPACTION FOR ABC CLASS 6 WILL BE AASHTO T-180. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION AND THE REMAINDER OF THE PROJECT IS AASHTO T-209/SECTION 203 OF CDOT RED BOOK NOTE G1. 10. DELINEATORS (TYPE III)SHALL BE PLACED AT CULVERT CROSSING LOCATIONS SHOWN ON DRAWINGS, PER WELD COUNTY CO WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM STANDARD SPECIFICATIONS AND APPROVED PRODUCTS LIST (APL). FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR 15. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING, BUT NOT LIMITED TO, DRIVES, FENCES, CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR RETAINING WALLS, TREES, VEGETATION, AND BURIED IRRIGATION. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE Q ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: REPAIRED AT THE CONTRACTOR'S EXPENSE WITH 48 HOURS OF NOTIFICATION BY THE OWNER. O 16. BREAKPOINTS ON SLOPES AND IN BOTTOM OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING 11 HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML APPEARANCE. 11. THE TYPES, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE 17. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED PER THE TYPICAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL CROSS SECTION, USING A SAW AND OR ROTOMILL OR OTHER METHOD AS APPROVED BY THE ENGINEER, TO CREATE A 7 UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL COLORADO CLEAN CONSTRUCTION JOINT. THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING. THE CONTRACTOR WILL BE Z 811. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES. REQUIRED TO PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATIONS. THE D RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. O 12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS, INCLUDING FENCES, SIGNS, CULVERTS, AND ROADS, 18. THE CONTRACTOR SHALL NOT LEAVE A VERTICAL EDGE NEXT TO TRAVELED WAY DURING CONSTRUCTION. ALL SLOPED U DAMAGED DURING EXECUTION OF THE WORK. SHALL NOT BE LESS THAN A 4:1 TAPER. 13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD. DAMAGED PINS WILL BE REPLACED BY THE 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS CONTRACTOR AT THEIR OWN EXPENSE. ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATIONS. Z 14. ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT 20. THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT IN THE GEOTECHNICAL DUE DILIGENCE STUDY FOR PELICAN LAKES, FILING 2, PREPARED BY AGW, DATED APRIL 29, 2025. BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. r (o �^^ c 21. CONSTRUCTION SHALL FOLLOW THE PHASING PLAN. ANY VARIATIONS SHALL BE SUBMITTED TO THE ENGINEER ONE WEEK V J W 0 16. CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER, AS PRIOR TO CONSTRUCTION FOR APPROVAL OR REJECTION. W Q a IDENTIFIED IN CONTRACT DOCUMENTS. 22. ALL DETOUR PAVING SHALL INCLUDE, BUT NOT BE LIMITED TO, ASPHALT, ABC, EMBANKMENT MATERIAL, TEMPORARY < Z O fY 17. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS FROM ALL ROADS AT THE END OF EACH WORK CULVERT EXTENSIONS, AND ANYTHING ELSE REQUIRED TO SAFELY ACCOMMODATE TEMPORARY TRAFFIC AS DIRECTED BY UO O 1-1-1 z 2DAY. THE ENGINEER. a 18. PRIOR TO EARTHWORK CONSTRUCTION, EXISTING CONCRETE, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHOULD BE UTILITY NOTES Z W J U REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS. 12 \ Q H 19. NO FILL MATERIAL SHALL BE PLACED, WORKED, AND OR ROLLED WHILE THE MATERIAL IS FROZEN, THAWING, OR DURING 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN C.) em/ - Z ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS POOR/INCLEMENT WEATHER CONDITIONS. n/ la 0 TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR LL 20. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANY TIME. SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND SERVICE LATERALS (INCLUDING DEPTHS)WHICH MAY 1 j ^ Z a CONFLICT WITH THE PROPOSED CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT Z 0 a.. W w 21. NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT, ON THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC)AT 1-800-922-1987, OR 811, AT LEAST TWO WORKING DAYS PRIOR O C , WEEKENDS, ON HOLIDAYS, OR DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY. TO BEGINNING EXCAVATIONS OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UNREGISTERED U v 22. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BE SAWCUT AT PROJECT EXTENTS, WHERE NEW UTILITIES ARE TO BE LOCATED BY CONTRACTING THE RESPECTIVE REPRESENTATIVES. THE CONTRACTOR, AT THE ASPHALT OR CONCRETE PAVEMENT WILL BE PLACED. CONTRACTOR'S EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE \\\\\IIIIIIIIIIII//////�� DAMAGED DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES AND IRRIGATION SHALL BE \o��o�PD�••�/ 23. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. _ `/ . % MUST BE MAINTAINED BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE TIMELY oZ.a 24. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE, OR APPROVED BY WELD COUNTY RIGHT-OF-WAY USE PERMIT. RELOCATION OF THEIR FACILITIES. THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND _-_:: 37660 �_ UNFORESEEN IMPACTED UTILITIES. THE UTILITY WORK SHALL BE INCLUDED IN THE CONTRACTOR'S SCHEDULE. ��'•. 5/16/2025 25. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY �F'••••. • :� '� THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. TRAFFIC CONTROL NOTES ��iiss%dNAllllll�� \\\\\ 26. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE 1. A TRAFFIC CONTROL PLAN FOLLOWING MUTCD SHALL BE SUBMITTED TO WELD COUNTY PUBLIC WORKS AT LEAST TWO PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. WEEKS PRIOR TO EFFECTING TRAFFIC FOR APPROVAL. THIS TRAFFIC CONTROL PLAN SHALL INCLUDE DETAILS ABOUT PL 27. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE TO KEEP A COPY OF THE CONSTRUCTION PLANS AT THE SITE AT ALL TIMES. 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. TAJ 28. CONTRACTOR SHALL SUPPLY CERTIFIED WEIGHT OR QUANTITY TICKETS FOR PAY ITEMS. TICKETS SHALL BE SUBMITTED WITHIN 48 MHT MUST BE SIGNED BY A TCS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC HOURS OF DELIVERY. CONTROL DEVICES AS MAY BE REQUIRED BY CONSTRUCTION ACTIVITIES. ALL ROAD CLOSURES EXCEEDING 72 HOURS MUST 29. A WELD COUNTY RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ALL WORK WITHIN WELD COUNTY RIGHT-OF-WAY. 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 1/27/2025 30. INSPECTIONS BY WELD COUNTY ARE REQUIRED IN COMPLIANCE WITH THE WELD COUNTY RIGHT-OF-WAY USE PERMIT. WELD LANES PLUS 2 FOOT SHOULDERS MUST BE ESTABLISHED TO ACCOMODATE TRAFFIC DURING ALL NIGHT TIME HOURS. 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. GN1 a SUMMARY OF APPROXIMATE QUANTITIES - BASE BID TABULATION OF ROADWAY QUANTITIES E 1 INDEX ROADWAY AGGREGATE BASE COURSE ASPHALT PAVEMENT ASPHALT MILL & OVERLAY GRAVEL SHOULDER ITEM NO. CONTRACT ITEM UNIT STATION/LOCATION BOOK PAGE SHEET PLAN AS CONST. SF FINAL SF FINAL SF FINAL SF FINAL 201-00001 CLEARING AND GRUBBING LS 1 COUNTY ROAD 32 ' O 0 202-01000 REMOVAL OF FENCE LF 10,315 STA. 4+48.09 TO STA. 30+00.30 49,249 49,249 56590 5,046 i 202-00220 REMOVAL OF ASHPHALT MAT SY 1,264 COUNTY ROAD 39 I Q A 202-05026 SAWING ASPHALT MATERIAL (6 INCH) LF 5,781 STA. 14+21.90 TO STA. 45+54.25 65,643 65,643 70035 6,208 c/ 0-- 203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 1,764 203-00060 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 15,627 207-00205 TOPSOIL (STOCKPILE & REDISTRIBUTE) CY 1,775 208-00002 EROSION LOG TYPE 1 (12 INCH) EA 2 208-00020 SILT FENCE LF 7,766 LO N 212-00006 SEEDING (NATIVE) ACRE 4.4 w CD 612-00001 DELINEATOR (TYPE I) EA 46 Q 0 10 614-00011 SIGN PANEL (CLASS I) EA 9 614-00216 STEEL SIGNPOST (2x2 INCH TUBING) EA 9 u) 626-00007 MOBILIZATION LS 1 w 2 627-00002 THERMOPLASTIC PAVEMENT MARKING EA 9 2 0 627-00004 EPDXY PAVEMENT MARKING LF 33,596 0 630-00016 TRAFFIC CONTROL (SPECIAL) LS 1 z D 0 U Z c _Ow H o- a p fr w 0 U) v) > ww O z > - ddddddd w CA a) W cr) — 0 ~ Q ~ O Z g Z W D 1 o a 0 2 0 X Z O Q 0- Ng. CO w0Ia o a� WO o O O WC J Z c O a z � z0N2 o D L.f_ m 0 Z O \\\\\\\O ply IIL I / 37660 1-_---_-0: •:ct_ \••, 5/16/2025 /J SS/6 ICI IIII1\\� \\\\\ 1/27/2025 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., A PI/11 ►A►TX/ /1C In ICI in cTATC c r r+/1► inn A►n LAJl./1V / T Vr VVCLU, J I/11 C 'Jr L./LILL/TV`IUV M95056 M94931 M94952 JIN P59939 FOUND PANEL POINT106 M95048 FOUND PANEL POINT 105 60D NAIL U 60D NAIL RE/LTD LIABILITY CO M95063 M95030 M95024 M95019 M94951 INVESTORS LTD.LIABILITY CO. 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T3NR65W 6TH PM I T3NR65W 6TH PM N _ T3NR65W 6TH PM T3NR65W 6TH PM o J o o ct W z FW- � cn w W I I I I I I I FOUND PANEL POINT 101 I MAG NAIL M94917 I M94919 M94945 I M94918 16115 \ _ 352 3.25"BRASS CAP 19120 M94921 16/17 S 89°27'15"W 5139.32' / M94916 PARTIALLY ILLEGIBLE FOUND 3.25"ALUM.CAP S 89°3321"W 2663.90' 1/4 CORNER S 89°32'52"W 2663.99' 17116 PLS 38285 2015 SEC 17/SEC 20 WELD COUNTY ROAD 32 20/21 SOUTHERLY LINE, S 1/2 SEC. 16 PLS 16415 SOUTHERLY LINE, SW 1/4 SEC. 17 SOUTHERLY LINE, SE 1/4 SEC. 17 FOUND2.5"ALUM.CAP FOUND PANEL POINT 100 FOUND 3.25"ALUM.CAP PLS 32829 2000 MAG NAIL PLS 33642 2006 Li LEGEND SCALE: N.T.S. 0 SECTION CORNER AS NOTED DATE:01/13/25 CLIENT NAME. REI, LLC/INVESTORS LLC CALCULATED SECTION CORNER JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION @ FOUND PROPERTY CORNER MARKED PLS 11399 JOB NAME:PELICAN LAKE RANCH FILING NO2 Ackl a m, Inc. S C I o FOUND PROPERTY CORNER MARKED PLS 16415 DRAWN:JAH CHK: CAD 0 FOUND PROPERTY CORNER MARKED PLS 32829 REV: - Brighton,13 S.27thCOAvenue0601 C 80601 O SET PROPERTY CORNER MARKED PLS 37070 AFE NO: 7 43 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIORAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:27pm 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., Nnn► ►A►TX/ nC tnICI in cTnTC in nn► n►7ninn I L,L/ JIV 1 T Lir VVCLU, J I/1 I C 'Jr L./LILL/TV`IUIJ M94933 / 1/4 CORNER SEC 4/SEC 9 M94927 M94950 / / BEEBEp��FAR S 9R/( y M94936 FOUND422006UM.CAP N89°35'S8"E 2632.409asao 1 N 89°32'11"E 2652.19' N 89°32'14"E 2652.19' N 89°35'54"E 2632.48' / 91 0 _// 1 817 NORTHERLY LINE,NW 1/4 SEC.8 1/4 CORNER NORTHERLY LINE,NE 1/4 SEC. 8 9 NORTHERLY LINE,NW 1/4 SEC.9 FOUND 3.25"ALUM.CAP NORTHERLY LINE,NE 1/4 SEC.9 PLS 16425 1985 FOUND 3.25"ALUM.CAP SEC 5/SEC 8 3.25"ALUM.CAP FOUND 3.25"ALUM.CAP PLS 16425 1985 _ PLS 38285 2015 1 PLS 37045 CAP STAMPED INCORRECTLY / / RP7385 C; 1 / / RP7396 CI 7 / 7 7 1 1 7 / t, rn oe / W RP7397 W ii W N O V- / / co c CO N LU N S NW1/4 SECT/ON 8 NE1/4 SECT/ON 8 / z NW1/4 SECT/ON 9 NE1/4 SECT/ON 9 o ? T3NR65W 6TH PM I T3NR65W 6TH PM l N J T3NR65W 6TH PM T3N R65W 6TH PM CO J O ce I / z W Z W I I RE/LTD L/AB/L/TYCO ,a 1 RF7398 (SHERIFF'S DEED)REC.NO.2393929 O 1 O h M97654 0 C. Q w N\ 1 M97653\ ` / I \ \ 1 / / M97652 C7 \ \ U / M94941 / ^ N P59938 \ \ 1 — — — RP7369 co 1/4 CORNER 1/4 CORNER / — — _ — — — — — — — N 89°38'32"E 5193.18'— _ — — , SEC 9/SEC 10 N 89°25'07"E 5316.24' w IF 2.5"ALUM.CAP SEC 7/SEC 8, — — — _ — — — — —. SAY — — —1— — — — — -. - — — — �1/4 CORNER NORTHERLY LINE, to z 3.25"ALUM.CAP MS PARK /NORTHERLYLINE, S 1/2 SEC.8 SECB/SEC9 N J PLS 32444 2011 PLS 38285 2015 \ / VU FAR / 3.25"ALUM.CAP S 1/2 SEC.9 o EY W / EgE BRA / — PLS 34995 Lu \ \ co / / 1 \ / M97651 0 W / 1 M94934 \ ---__ / FOUND PANEL POINT 104 NAIL GONE,SHOT AT PAINT LEG INTERSECTION P59940 M97650 t) I U w Zo 0Lri M w N �S M95075 US Co Z N M97649 0 4 ON J CD Cr M95011 M95012 M95070 Z U) 0) W (.j co 0 M97647 W U CI N G ci a M97648 cso N N SW1/4 SECT/ON 8 I 5E1/4 SECT/ON 8 SW1/4 SECT/ON 9 SE/4 SECT/ON 9 _ z N usT3NR65W 6TH PM I T3NR65W 6TH PM T3NR65W 6TH PM T3NR65W 6TH PM o o M95069 coW o J co O W M95068 z V) 0M95005 O M95006 1 1 1 M95056 M94931 \ M94952 FOUND 1 P59939 PANEL POINT 106 FOUND PANEL POINT 105 M95048 60D NAIL 60D NAIL RE/LTD L/AB/L/TYCO. M95063 M95030 M95024 M95019 M94951 INVESTORS LTD.L/AB/LITYCO. M95064 P59941 M94938 M95035 M95009 (SHERIFF'S DEED)REC.NO.2393929 ‹i M95014 M95008 RE/LTD L/AB/L/TY CO M94942 RP7368 (SHERIFF'S DEED)REC. NO.2393929 M94937 9110 87 M94922 N 89°1824"E 5327.56' N 89°41'00"E 2560.65' 47 3. 5 ALUM.CAP N 89°41'16"E 2560.83' 18 7 / I NORTHERLY LINE,NW 1/4 SEC. 16 1/4 CORNER NORTHERLY LINE, {rf PLS 16415 1995 SEC 9/SEC 16 NE 1/4 SEC. 16 NORTHERLY LINE,N 1/2 SEC. 17 17116 2 5"ALU . FOUND 3. ALUM.CAP I FOUND2.5"ALUM.CAP 2LSAL6 CAP PLLSS 38285 2015 M CAP 2008 PLS 23501 I 1 1 SCALE: N.T.S. CLIENT NAME. REI, LLC/INVESTORS LLC DATE:01/13/25 JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION JOB NAME:PELICAN LAKE RANCH FILING NO2 Acklam Inc. SC2 , DRAWN:JAH CHK: CAD 133 S.27th Avenue REV: Brighton,CO 80601 AFE NO: 8 43 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:28pm 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., r'+/11 ►A►TX/ /1C IA ICI in CTATC in nin I /1lAinn L,L/ JIV 1 T Lir VVCLU, J I/1 I C 'Jr L./LILL/TV`IUIJ 7 1/4 CORNER WELD COUNTY ROAD 38 :4301133:ND SEC 32/SEC 5 N 89°39'53"E 1333.19' N 89°39'57"E 1333.31' N 89°45'51"E 2638.43' N 89°24'41"E 2620.70' /FOUND 3.25"ALUM.CAP 32133 NORTHERLY LINE,NW 1/4 SEC.4 1/4 CORNERNORTHERLY LINE, l 2.5"ALUM.CAP PLS 11399CAP NORTHERLY LINE,NW 1/4 NE 1/4 SEC.5 E 1/16CORNER NORTHERLY LINE,NE 1/4 NE 1/4 SEC. 5 514 ILLEGIBLE RP6786 SEC 33/SEC 4 NE 1/4 SEC.4 RP6804 RP7402 I SEC 32/SEC 5 2.5"ALUM.CAP 3"BRASS CAP RP6789 I FOUND 2"ALUM.CAP PLS 38572 2021 1PLS ILLEGIBLE PLS ILLEGIBLE I Ln N U) vIz LLI ix-; 1 i -1- I-- co I W M Z °_ Z r' LLi N W v z N z o J O J O > >-- z 1 J z -E-' IW I) 1 I I I , 1 1 d NE//4 SECTION T3N R65W 6TH PM N - N 1/16 CORNERNE1/4 SECT/ON 4 SEC 6/SEC 5 NW1/4 SECT/ON 5 N 89°43'50"E 1331.20' N 89°32'11"E 1331.46' w NW1/4 SECTION 4 3.25°ALUM.CAP T3N R65W 6TH PM T3NR65W 6TH PM I T3N R65W 6TH PM C-N 1/16CORNER SOUTHERLY LINE,NW 1/4 NE 1/4 SEC.5 NW 1/16CORNER SOUTHERLY LINE,NE 1/4 NE 1/4 SEC.5 M - PLS 38285 2015 RP6765 SECTION 5 RP6766 RP6768 SECTION 5 M 3"ALUM.CAP I NOT FOUND o PARTIALLY ILLEGIBLE Z I-- W PLS 16425 19XX 0) I I 1 I d I w N 1 M co Z M . Icwi) I M �; I En us w Z N z °' -J I O —1 I o >- z I z � I- w 4-4 1' I d' v C i I ,%1 1 c\I cs w I 1 ' w 1/4 CORNER — J — _ W N 89°38'12"E 5297.92' I — — — — — — — — — — US_ -�— — SEC 6/SEC 5 A — — — — — — — — — — - - I — — — — — — — — — — — — — — I z — — — N LLi 3.25"ALUM.CAP '7 NORTHERLY LINE,S 1/2 SEC.5 1/4 CORNER =1 rn M z >- N OO J RP6779 5/SEC 4 J O PLS 38285 2015 RP6764 2.5"ALUM.CAP W o I O K I PLS 20671 2008 I- Z W W I Li., Cl) W I 1 M I % I O O tlt ° 11:144 I �S U d W is) co d d- N 1 RI u) SW1/4 SECTION 5 11 SE1/4 SECTION 5 .. z SW1/4 SECTION 4 I SE1/4 SECTION 4 T3N R65W 6TH "' T3N R65W 6TH PM T3N R65W 6TH PM T3N R65W 6TH PM M J N t O cr o W p W Z z I I I 1 I I I M94933 11/4 CORNER I M94950 / BEE8eD M94936 SEC 4/SEC 9 M94940 M94927 / ��AR'SP4RK� _ PLS 33642 2006 UM.CAP N 89°35'58"E 2632.40' F N 89°32'11"E 2652.19' N 89°32'14"E 2652.19' N 89°35'54"E 2632.48' qY I % FOUND 3.25"ALUM.CAP 154 / NORTHERLY LINE,NW 1/4 SEC.9 NORTHERLY LINE, PLS 164251985 817 NORTHERLY LINE, NW 1/4 SEC.8 1/4 CORNER NORTHERLY LINE,NE 1/4819 NE 1/4 SEC.9 FOUND 3. SEC 5/SEC 8 3.25"ALUM.CAP PLS ALUM.CAP FOUND 3.25"ALUM.CAP PLS 16425 1985 _ 38285 2015 1 PLS 37045 RE/LTD L/AB/L/TYCO CAP STAMPED INCORRECTLY I / (SHERIFF'S DEED)REC.NO.2393929 / RP7385 GG / / RP7396 0I 1 I 7 / \ I I SCALE: N.T.S. CLIENT NAME. REI, LLC/INVESTORS LLC DATE:01/13/25 JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION JOB NAME:PELICAN LAKE RANCH FILING NO2 Acklam, Inc. SC2 DRAWN:JAH CHK: CAD 133 S.27th Avenue REV: Brighton,CO 80601 AFE NO: 9 43 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:28pm Q N: 1330960.39 E: 3225116.89 Lo END: 73+05.45 0 , cc fA M . O • a, ifoll 0 LL p • M D 0 I J a o CCtn re cc g H FILING NO. 1 W + Z Ln 0 0 \ \ N Co W N Hcfl O M \ 0 LO O + Lf) O 6) O O ,_ (I) N ZuJ O 0 O 0 o 0 • z ----- + 1 N: 1328965.07 H E: 3225122.52 - Z PI: 53+10.12 0 b 0 Z fl N- I! Ow • in I o_ o U U) P1: 46+54.42 N (n > o W W P1: 45+88.74 z N00°52'47"W 65.68' � II P1: 45+54.41 aill N00°09'14"W 34.33' O L... w - ddddddd • I 0 d co co o O M + o o Lo • ° O CO Z `O P I: 36+74.34 � �� NO2°02'17"W 222.13' 0 0.)0-1 P I: 34+52.21 o Et N00°24'32"W 428.01' Z Z � a PI: 30+24.21 0 ;� N00°24'32"W 122.20' ml PI: 29+02.01 o At 0 CL er).ro NO2°24'50"E 126.94' PI: 27+75.07 mi Z IX N00°26'35"W 473.22'o Q Im o Ln N Z N PELICAN LAKE � CO F- P1: 23+01.85 RANCH FILING NO0 . 2 w V o QJ iN o 00 w 5 � o o a 00 Z W Z o U = � Z o � Z o � O z ° I- D ii N003923W 51.56 0 O O ^^ O PI: 14+21.84 NO3°51'07"W 48.53' O U I - i PI: 13+70.28 01 _n STATION EQUATION VA\\\IIIIII111111%�� P1: 13+21.75 N: 1323705.52 ��\\\O,PDY"Li / E: 3225168.03 STA: 0+50 o�`� 37660 - o M (COUNTY ROAD 32) _�'. ice_ 0 0 STA: 0+50 ��'•. 5/16/2025 o+ (COUNTY ROAD 39) % '�,4' Z � ,n ,n o � � ti o o :o in ////i/`jSjS��NAlll111��\\\\\ N O O O - co , W O N- 4 CO 0, + N co z + + + + + + + N+ ) S ' O ( LI+ W TAJ N: 1323705.13 111111---Th:N----I----.."1" E: 3225118.04 5+00 10+00 15+00 20+00 25+00 30+00 -35+00 40+00 -45+00 50+00 -54+28 r I I I �-+- -H - !es. I I I 1 I I I I I I I I I I I I I I I I BEGIN: 0+00 e� N89°00'39"E 880.13' S89°55'38"E 773.53' COUNTY ROAD 32 N89°32'52"E 2327.73' f ° S88°47'44"E 248.76' ° I ' I I ',, N: 1323655.52 N89 13 22 E 100.00' N89 41 08 E 100.00 E: 3225168.47 N89°37'39"E 428.00' _ N89°33'21"E 347.95' ' N88°00'32"E 222.02' Q cc V) 0 o % _<___ ID, LL p an ao M CC ow C Q O rg PELICAN LAKE RANCH H FILING NO. 2 Z O C.) N O Hcfl (4::(' 0 � COUNTY ROAD 32 KEYMAP - - ch a I 10'ADDITIONAL R.O.W. DEDICATION O W O X PELICAN LAKE a o I RANCH FILING NO. 2 40' PROPOSED R.O.W. U - 30' R.O.W. DEDICATION I� W W Z PROPOSED EDGE OF PAVEMENT O 0 11 O x J O ✓ X X X X XJ -X X X X X - X X X X X X X X X A X ,X X °) m OZ x w '� COUNTY ROAD 32 I� I b b , Iz 60' R.O.W. I J C) BK. 48, PG. 153 EXISTING SECTION LINE/ I CO Z EXISTING EDGE OF PAVEMENT ROAD CENTERLINE IP_ 0 a IQ Q 0 I 1 a � 1.1 1 o (c)Dzipzi:2u U ~ 0 = PELICAN LAKE 10'ADDITIONAL R.O.W. DEDICATION z RANCH FILING NO. 2 N Q wl PROPOSED EDGE OF PAVEMENT 40' PROPOSED R.O.W. I N CVI 1 1 I I,,D,_ , 1 >I 30' R.O.W. DEDICATION I r co V J M O w w0I- 0 0 < \ o x , , X — X X 1= aza .1 1\.. X X X X X X X X X Ow0 SI w _ _ _ _ _ - - _ — � -�_—� — ol� o k. wI Iw Z U U) COUNTY ROAD 32 1 w o > > 1- U) — z \.\ wl II � Z � Z o ZI Lill IDr/ n � z ZOSO w =I 60' R.O.W. IJ OU 0 = UI EXISTING SECTION LINE/ BK. 48, PG. 153 I= H EXISTING EDGE OF PAVEMENT U ROAD CENTERLINE 37660 �0••, 5/16/2025 :�� 0 S/6 ICI IIII1\\� \\\\\ PL TAJ 1/27/2025 0 1 11 Q 1 cc V) 4111 0 o ao cc cl Q O cc 1 IZ PELICAN LAKE RANCH H FILING NO. 2 Z O t) Lo N co W N I- co Q 0 6' (/) H Z COUNTY ROAD 32 LU 2 O KEYMAP ek. 1- Z D O PELICAN LAKE z fl w EXISTING EDGE OF PAVEMENT RANCH FILING NO. 2 I F o_ —' 10'ADDITIONAL R.O.W. DEDICATION > 0_ (W I—' 40' PROPOSED R.O.W. Q Q Lu w30' R.O.W. DEDICATION - 'W O _' PROPOSED EDGE OF PAVEMENT X X X X X X X X m Z u X X X X X X �( X X X �( X X X X X X ' — — — W - ddddddd w— — ---T —__1 W CO COUNTY ROAD 32 I ' 1 . W WI I Z 1J J—' CCO D 60' R.O.W. IC-2 Z _' BK. 48, PG. 153 EXISTING SECTION LINE/ 0 Z ROAD CENTERLINE 'Q < ml QI 0 21 Iil > a Z L6 D O O1 U I- I PELICAN LAKE 0 0 RANCH FILING NO. 2 Z W� Q Et >I NI ( cN C� M O 10 ADDITIONAL R.O.W. DEDICATION - I Z O m1 EXISTING EDGE OF PAVEMENT 40' PROPOSED R.O.W. w 0 z 0 a a �' 30' R.O.W. DEDICATION () W O W OQ O W X X X X X X X X X X X X X X X X X X X X X X Z 2 of O UJ W � Q ~ � Z � � � Z O J COUNTY ROAD 32 o 2� oQ � � w 01 � 020 60' R.O.W. Q' BK. 48, PG. 153 \\\\\ 0111ollllL///////i /i EXISTING SECTION LINE/ROAD CENTERLINE �� el . a S 37660 S =-0 •ice_ �0••, 5/16/2025 /LJ F '•••....... C_ SS/6 IqI IIII1\\� \\\\\ 1/27/2025 1 1 11 Q lie in 0o Lim C 15'ADDITIONAL R.O.W. DEDICATION I 0 410 J1111 QOJ 60' R.O.W. 45' PROPOSED R.O.W. PI EXISTING EDGE OF PAVEMENT BK. 48, PG. 121 EXISTING SECTION LINE m p Ce 30' R.O.W. DEDICATION InCe N Iw PELICAN LAKE RANCH �, FILING NO. 2 M • I , I- COUNTYROAD39 W o IZ o Z F x x x X x x x x x x x x x x x x x x x x x f x- _.I o' IQ ,_ v PELICAN LAKE COUNTY ROAD 32 z w RANCH FILING NO. 2 I O KEYMAP o I- z D zfl O w I= a Q E W U U) v) > ww O Z I> > N- aaaaaaa I15'ADDITIONAL R.O.W. DEDICATION O 60' R.O.W. 0 Cal BK. 48, PG. 121 45' PROPOSED R.O.W. EXISTING SECTION LINE Iw Q EXISTING EDGE OF PAVEMENT m u.i I 30' R.O.W. DEDICATION w U) i I n �; Z wI Iw J zI COUNTY ROAD 39 IZ U I x x x x x x x x x x x x x x x x x x x x x x x = a Q I PROPOSED EDGE OF PAVEMENT Li< J p I I 0 im PELICAN LAKE 0 = RANCH FILING NO. 2 0 0 Z Q 0e N a) 2 C') W M pip o Gaza r o 0w0 0 J a 2 OC ° I z w I 15'ADDITIONAL R.O.W. DEDICATION - I D Z ON Z O I 45' PROPOSED R.O.W. I D L.f� n 0 60' R.O.W. W Z 0 0 0 EXISTING SECTION LINE BK. 48, PG. 121 30' R.O.W. DEDICATION Q 5 W Cal EXISTING EDGE OF PAVEMENT I= U U = 0 w aI Icn w 01111l llWI iiiijj (Do? �l/ll///ji II t I I� a W COUNTY ROAD 39 37660 II-1-1 5/16/2025 zI a a a a - - a a a a — — Iz Fsso. .... Vic,.: J — a Ii X ° x— x ° x x ° x X ° X ° x x x x x X X 4F- X—J T X X X I li //NI Alllll\��\�� V PROPOSED EDGE OF PAVEMENT I I I PROPOSED EDGE OF PAVEMENT U III ' 1 PL 2I IQ . I 12 1\1 11 IVI PELICAN LAKE 1/27/2025 RANCH FILING NO. 2 0 I. _ Q E 1 in co 15'ADDITIONAL R.O.W. DEDICATION ' 0 O I I � _ �I 45' PROPOSED R.O.W. EXISTING SECTION LINE EXISTING EDGE OF PAVEMENT I> 60' R.O.W. w BK. 48, PG. 121 30' R.O.W. DEDICATION O Q J =1 Iw an o pC ° PELICAN LAKE RANCH w1 1� Z FILING NO. 2 1 `"I COUNTY ROAD 39 I I oI— I. I ° W v - - - - - - - ° - - N X x x x �� x x x x x x x x x x x x —11 z o J I � x x x x x x f N ~ (D 0 2 06• ' U I PROPOSED EDGE OF PAVEMENT I CD ~1 IQ Z Q G COUNTY ROAD 32 uJ 21 PELICAN LAKE I RANCH FILING NO. 2 KEYMAP =:,�' o } i_ z D O 0 Z fl _OW I- a 0 E W v)• > ww O <Y O Z I15'ADDITIONAL R.O.W. DEDICATION - I W aaaaaaa w EXISTING EDGE OF PAVEMENT 45' PROPOSED R.O.W. >I 60' R.O.W. I O BK. 48, PG. 121 30' R.O.W. DEDICATION - 0 mI Iw a1 w I w 00 w1 I A Iw 0) U) COUNTY ROAD 39 Cn CO Z II p a w - - - - - - - - � - - - - - 1 - w J 12. J _� X )( )( x x x x x x x x X x x x - X x x x x x x Z O II I= 11 > U EXISTING SECTION LINE I U a H al IQ 1 1L PELICAN LAKE 0 RANCH FILING NO. 2 1 I U = p Z Q 0e N a) 2C') WM pip a Gaza r o 0w0 0 J a 2 ix ° 15 ADDITIONAL R.O.W. DEDICATION - H > Z 1 EXISTING SECTION LINE 0 Z w 45' PROPOSED R.O.W. D Z ON Z 0 D L.f� n U >1 60' R.O.W. EXISTING EDGE OF PAVEMENT ~ ^ O BK. 48, PG. 121 30' R.O.W. DEDICATION Z O M O <1 w 0 PDI 101 IIL iII// w i I COUNTY ROAD 39 ° w — —I- — — — — 1 — — — — — — — — — — - 37660 Z I x X X X X X X X X A X X X X X )( X X X X )( )( )( )( ��'•. 5/16/2025 4' —I iss/ONA� �c_ I 1 /M/1111111110� Q dIjiiip PELICAN LAKE 1 RANCH FILING NO. 2 / 1/27/2025 I SS Q 1 cc ,„ 0 o (0 1111 um i= REMOVE & RESET EXISTING FENCE TO PELICAN LAKE RANCH cr) Q O PROPOSED R.O.W. ALONG FILING 2 FRONTAGE FILING NO. 2 I c cc Vf SAW CUT AND REMOVE EXISTING ASPHALT (SEE SEPARATE PLAN SET) lO a 24"WIDE, 2" DEPTH —IPELICAN LAKE RANCH FILING NO. 2 LLI 1 X X X X X X X X X � COW H EXISTING EDGE OF PAVEMENT RELOCATE EXISTING W3-1 SIGN ' I X X X X X X W v - � w '^ N O I I I � I I I I I 7+008+00 1 I 9+00 10+00 1I 1 I I l,/J 11+00 1 Q cfl 2+00 3+00 4+00 5+00 6+00 -1 w COUNTY ROAD 32 Z lJ co 1- COUNTY ROAD 32 J DI Z '= COUNTY ROA 32 in60' R.O.W. U KEYMAP =. r 2 BK. 48, PG. 153 Ierl— O U 12 EXISTING CONDITIONS NOTES: >- z MILL & OVERLAY FULL WIDTH OF PAVEMENT ' 1. THE UNDERGROUND UTILITY INFORMATION SHOWN HAS O ALONG PROPOSED IMPROVEMENTS BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT U NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL z rI MUNICIPALITY/DISTRICT. THE ACCURACY AND _O W COMPLETENESS OF THIS INFORMATION CANNOT BE (- GUARANTEED AND THE CONTRACTOR SHALL CONFIRM Cl_ UNDERGROUND UTILITY LOCATIONS PRIOR TO U w)U CONSTRUCTION. W LLI 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY 0 FY ACKLAM, INC. DEMOLITION PLAN NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL W aaaaaaa ' REMOVE & RESET EXISTING FENCE TO PELICAN LAKE RANCH ' CONTACT AND COORDINATE WITH THE RESPECTIVE w w' PROPOSED R.O.W. ALONG FILING 2 FRONTAGE FILING NO. 2 '� UTILITY COMPANIES FOR ANY REMOVAL AND/OR RELOCATION OF UTILITIES SHOWN ON THESE PLANS. SAW CUT AND REMOVE EXISTING ASPHALT (SEE SEPARATE PLAN SET) O 2. SHOULD THE DEMOLITION/CONSTRUCTION ACTIVITIES Z OI 24"WIDE, 2" DEPTH 'J DAMAGE ANY SITE FEATURES NOT INDICATED FOR m W REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR Q QI Im RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL J Lii x x x x X X X X X X X X X X X X X X X X xi X CONDITION AT NO ADDITIONAL COST. W %,. I W 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE CO - - - _ + 19+00- - - - - - -20+00 I INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. Z -- - - - + 17+00 18 00 - - - - - - - - 15+0016 00 21+00 + 0 7 I + 22 00 12+00 13+00 14 0 O Q ZI COUNTY ROAD 32 Iw 0 LEGEND H _ Z I/ J J' 'J EXISTING MAJOR CONTOUR 0 II EXISTING MINOR CONTOUR 2 (...) U EXISTING EASEMENT Z W Q BK. 48, PG. 153 Q EXISTING GAS LINE 0 c' 'G EXISTING COMMUNICATIONS LINE O 06 U ' MILL& OVERLAY FULL WIDTH OF PAVEMENT , EXISTING WATER LINE ALONG PROPOSED IMPROVEMENTS EXISTING OVERHEAD ELECTRIC LINES Z Z EXISTING UNDERGROUND ELECTRIC LINE EXISTING FENCE E N EXISTING IMPROVEMENTS TO BE REMOVED Z � V J 0 O Lli 0ZZ � QwQ O REMOVE & RESET EXISTING FENCE TO PELICAN LAKE RANCH UNCC 0 O C O S S G C � G � U ' PROPOSED R.O.W. ALONG FILING 2 FRONTAGE FILING NO. 2 CALL BEFORE Z LV } SAW CUT AND REMOVE EXISTING ASPHALT (SEE SEPARATE PLAN SET) YOU DIG 0 > Z 1- w' 24" WIDE, 2" DEPTH 811 811 U z O i O OI EXISTING EDGE OF PAVEMENT D OR I D ^ — Q QIX X X X OO2 � X X X X X X X X X X X X X X X X X 18009221987 U U �u w \ w� - - - - - - — — Lts UTILITY NOTIFICATION m 1 1 1 1 1 1 1 1 1 1 ��\\\\Izol l llL/,//// , 23+00 -24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 �� Off.••••••••• /i CENTER OF COLORADO \/ : ti . w' COUNTY ROAD 32 °z': z _� 37660 �\ JI �0 5/16/2025 / F•'••••....... C_ UI 60' R.O.W. �' BK. 48, PG. 153 PL CC G' r TAJ MILL & OVERLAY FULL WIDTH OF PAVEMENT NS W ALONG PROPOSED IMPROVEMENTS 1/27/2025 0 50' 100' 1" = 50' (HORIZONTAL) EX I 15 43 Q E cc I 2. � o I . cp Q O I el el MILL & OVERLAY FULL WIDTH OF PAVEMENT 10cc 0- cc 1 ALONG PROPOSED IMPROVEMENTS 60' R.O.W. —I PELICAN LAKE RANCH BK. 48, PG. 121 Im I- FILING NO. 2 EXISTING EDGE OF PAVEMENT n I W u lW Lo • �'^ N /J CD' LJJ N co + Q + 18+0019+0020+0021+0022+0023+0024+00 F- f 15+00 16+00 17 00 ') 1 1 1 1 I' 1 1 1' 1 1 1 1 1 1 1 1 _1 1 L'- -'- W ro Z x x x x x - x x x x x x �J co : x x x x x x x x x x = z' COUNTY ROAD 32 _ COUNTY ROAD 39 U KEYMAP 2 I - 0 SAW CUT AND REMOVE EXISTING ASPHALT � U 24"WIDE, 2" DEPTH PELICAN LAKE RANCH REMOVE & RESET EXISTING FENCE TO 12 EXISTING CONDITIONS NOTES: '. z FILING NO. 2 PROPOSED R.O.W. ALONG FILING 2 FRONTAGE 1. THE UNDERGROUND UTILITY INFORMATION SHOWN HAS D BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT (SEE SEPARATE PLAN SET) NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL z rI MUNICIPALITY/DISTRICT. THE ACCURACY AND _0 W COMPLETENESS OF THIS INFORMATION CANNOT BE I- CL GUARANTEED AND THE CONTRACTOR SHALL CONFIRM Cl_ 0 UNDERGROUND UTILITY LOCATIONS PRIOR TO U w)U CONSTRUCTION. W LLI 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY 0 FY ACKLAM, INC. DEMOLITION PLAN NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL W aaaaaaa ' CONTACT AND COORDINATE WITH THE RESPECTIVE 0 UTILITY COMPANIES FOR ANY REMOVAL AND/OR WI I>MILL & OVERLAY FULL WIDTH OF PAVEMENT RELOCATION OF UTILITIES SHOWN ON THESE PLANS. OI SAW CUT AND REMOVE EXISTING ASPHALT ALONG PROPOSED IMPROVEMENTS I� 2. SHOULD THE DEMOLITION/CONSTRUCTION ACTIVITIES Z DAMAGE ANY SITE FEATURES NOT INDICATED FOR W REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR CO 24"WIDE, 2" DEPTHQI Im RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL J LLJ CONDITION AT NO ADDITIONAL COST. C W I ' '11U)W llj 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE Cr) CL WI INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. Q Z 25+00 26+00 27+00 28+00 35+00 W 29+00 30+00 31+00 32+00 33+00 34+00 Z - - - - - - - � - L -1- - - - � - - - -f L I 1 I 1 I 1 1- 7 1 1 -r I W LEGEND JI - - z X X X X X X X X X X X X X X X X X X X 1 X X i J EXISTING MAJOR CONTOUR O = COUNTY ROAD 39II EXISTING MINOR CONTOUR oI 2 U EXISTING EASEMENT Z W Q 0 60 R.O.W. Q BK. 48, PG. 121 Q EXISTING GAS LINE GI REMOVE & RESET EXISTING FENCE TO PELICAN LAKE RANCH I 06 PROPOSED R.O.W. ALONG FILING 2 FRONTAGE G EXISTING COMMUNICATIONS LINE ' 1 FILING NO. 2 v EXISTING WATER LINEUvi (SEE SEPARATE PLAN SET) EXISTING OVERHEAD ELECTRIC LINES Q Z Z EXISTING UNDERGROUND ELECTRIC LINEE EXISTING FENCE EXISTING IMPROVEMENTS TO BE REMOVED I- �N VJ 0 O QZZ � QwQ O O L J UNCC 0 CALL BEFORE z W 0 U YOU DIG O 0 z W I SAW CUT AND REMOVE EXISTING ASPHALT EXISTING EDGE OF PAVEMENT U r o Z 24"WIDE 2" DEPTH 811 811 D Z O I 0 OI MILL & OVERLAY FULL WIDTH OF PAVEMENT U ALONG PROPOSED IMPROVEMENTS D OR I Q ^ �/ 0 O O L.L /� W <I1 -800-922- 1987I o _ W W UTILITY NOTIFICATION II I 46+pp pD� 0 I I I I I I I l I I � .. WII' 37+pp 38+00 39+00 4 +00 41+00 42+00 43+00 44+00 45+00 I CENTER OF COLORADO ° ,x x x 37660 Z x X X X X X X X X X X X — X X —X X — X X X %��• 5/16/2025::�� J� • COUNTY ROAD 39 //� issldNA1 ��c'\\ //mn I I I11111�� U HI 60' R.O.W. Q BK. 48, PG. 121 REMOVE & RESET EXISTING FENCE TO jiip PL �I PROPOSED R.O.W. ALONG FILING 2 FRONTAGE PELICAN LAKE RANCH I TAJ FILING NO. 2 ' (SEE SEPARATE PLAN SET) Il 1 /1/1 1/27/2025 0 50' 100' 1" = 50' (HORIZONTAL) EX2 16 43 Q 1 cc V) 0 o z 1 , I v _ _ i i LL H , 1 M PELICAN LAKE RANCH D z 1 TRACT U \� N 410 < J 0 cc 0-- o p Q� �� o FILING NO. 2 I �+- Q _ �s - -v v \ / (SEE SEPARATE PLAN SET) M , NI 0I h _ - a �, L. 880' REDIRECT TAPER (55:1) re �� I / PELICAN LAKE RANCH LLI =920 i1 H / I- FILING NO. 2 Z ) _0.(:) \ \ I I : 1 z o o N A V 10 ADDITIONAL R.O.W. DEDICATION n 00 � �� \ \ v40' PROPOSED R.O.W. - IN- v 0il �V60' R.O.W. \ EXISTING FENCE RESET \ 30' N R.O.W. DEDICATION o BK. 48, PG. 153 TO PROPOSED R.O.W. W N 1 . I :21 BEGIN WIDENING ( \ / W o A ALONG FILING 2 1- co STA:4+48.09 W _ o_ o OS:11.54' L �\ _ FRONTAGE t L \ vi + - - )� X - - _ � - - — - — — - — — - — .a_ - — — — — — — — co a o W 11+00 N 9+00 10+00_ W Z 8+00 0+00 1+00 4920 2+00 - 3+00 4+00 5+00 I %6+I 0 I I I I > I I I I ' COUNTY ROAD 32 LU i r KEYMAP I� - + 7+00 N , O 4920 — — - COUNTY ROAD 32 �� 7 j _I 1 _ _� I -�'-� W 0 _ __ _ ____ __ ___ - ____ _ �Z LEGEND z D o / — - - , / '= EXISTING EASEMENT p o EXISTING EDGE OF PAVEMENT (/ 0 EXISTING GAS LINE fl 'II- Z EXISTING COMMUNICATIONS LINE 12 EXISTING WATER LINE 0 \ U U) I EXISTING OVERHEAD ELECTRIC LINES u) > ,-__ � W W \ A EXISTING UNDERGROUND ELECTRIC LINE 0 \ EXISTING FENCE O i/ Z 7 9 PROPOSED EASEMENT ��o zs � ddddddd 0 o v A X PROPOSED FENCE LU z 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER N - /OO PROPOSED MAJOR CONTOUR ---/o,o_ PROPOSED MINOR CONTOUR COUNTY ROAD 32 - PLAN VIEW / 70 � o / EXISTING MAJOR CONTOUR / \700___ / EXISTING MINOR CONTOUR 0) CO 0 PROPOSED ASPHALT WIDENING W O L.f� mi MILL& OVERLAY 0 O Z O O o6 U Z 4940 4940 70 a HP STA=6+67.38 PVI STA=10+15.78 Z mi HP ELEV=4924.74 PVI ELEV=4916.31 Q CL PVI STA=6+97.31 A.D.=0.78 N 4935 PVI ELEV=4925.20 K=191.75 4935 �^ A.D.=-3.77 150.00'VC vJ M K=33.13 H H WoI— o a 125.00'VC ci 00 m Q z Q Lo COI °° o) ° O O 4930 rn CO rn 4 o 4930 O OJ °' rn � � QU � UNCC a 2 S co ti c j a I- a CALL BEFORE Z w 71- II <0 YOU DIG 12 \ <II w u) a � a ~811 / I Z 4925 w 4925 a 811 D z O Z o 5 5 0.98% - - N `'79� PROPOSED GRADE ALONG O C O LJI I 4920 �� o PROPOSED CROWN 4920 1 -800-922- 1987 8 v c v UTILITY NOTIFICATION C C \\\\\\\\OPDI IOI Ili/l / EXISTING GRADE ALONG C NTE ROF COLORADO . % PROPOSED CROWN C COO O 4915 4915 °2 37660 \ 5/16/2025 15 MATCHLINEJ F`Ss�'• ••. C. 4910 STA = 11+50 4910 ��/M/1NA11100��\\\ ELEV=4913.62 ) PL 4905 4905 TAJ _____ 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 low 1/27/2025 0 50' 100' 1" = 50' (HORIZONTAL) R D 1 COUNTY ROAD 32 PROFILE VIEW 1" = 5' (VERTICAL) 17 43 Q El � o \ , � � 4895 - - - � _ um - iro 0 PELICAN LAKE RANCH v J � C C Q0 cc O / - ' FILING NO. 2 NN� / "' (SEE SEPARATE PLAN SET) mocc 1 \ , o_ / O rd PELICAN LAKE RANCH 880' REDIRECT TAPER (55:1) - 880' REDIRECT TAPER(55:1) H FILING NO. 2 10'ADDITIONAL R.O.W. DEDICATION EXISTING FENCE RESET TO PROPOSED I n �' / - R.O.W. ALONG FILING 2 FRONTAGE 7 � n / 40' PROPOSED R.O.W. 4905 _ 60' R.O.W. / -_ � � N- 0 BK. 48, PG. 153 30' R.O.W. DEDICATION I ' wl N / �' I w � LU I I __ _ _ '� — R30' R30' \o 17+00 18+00 19+00N - 16+0021+00 - \15+00- N (n N 20+00 w Z w 12+00 13+00 14 i 00 1 I 220 1 23 00 w 1 \ o (n COUNTY ROAD 32 ,/ _ uJ ► CV CV KEYMAP I= 2 W __ - - __ LLI ZI = _ �? LEGEND J l/ ::\ J II II EXISTING EASEMENT EXISTING EDGE OF PAVEMENT OU �� EXISTING GAS LINE O W \ Q EXISTING COMMUNICATIONS LINE 1- o V \� 12 EXISTING WATER LINE E LU _ I EXISTING OVERHEAD ELECTRIC LINES 0 j \ \ EXISTING UNDERGROUND ELECTRIC LINE 0 (I \ \ EXISTING FENCE 0 ED // PROPOSED EASEMENT Z / w ddddddd / X PROPOSED FENCE V A // 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER - /00�_ PROPOSED MAJOR CONTOUR COUNTY ROAD 32 - PLAN VIEW —100� PROPOSED MINOR CONTOUR / �700 / EXISTING MAJOR CONTOUR / \700___ / EXISTING MINOR CONTOUR CO 0 PROPOSED ASPHALT WIDENING < la N O -I MILL& OVERLAY 0 0 Z 0t 4930 4930 0 CLO oa o Z o a 4925 4925 Z mi HP STA=18+98.40 CL LP STA=15+91.39 HP ELEV=4908.59 (V N LP ELEV=4906.54 PVI STA=18+77.25 r co V J M PVI STA=15+51.82 PVI ELEV=4909.17 W 0 0 g 4920 PVI ELEV=4905.55 A.K-D131163 4920 Q Z Q tY A.D.=3.12 K=88.21hu 250.00'VC O 0 w 0 O MATCHLINE 275.00'VC N N UNCC o 2 ix U l CALL BEFORE Z LV STA = 11+50 c� No co ti o •0o } 4915 ELEV =4913.62N. + 4915 YOU DIG 0 \ Im Z + � + � 8a 811 DZi— OZ o Qv ~ co0- � � D OR LJ- 0 ' C.)2 01 coa 0) - PROPOSED GRADE ALONG Z O O 0 4910 4910 PROPOSED CROWN 1 -800-922- 1987 ° o 2 o UTILITY NOTIFICATION ill% - \\\\\\\(3c.. p lol III// ��/ -0.79% CENTER OF COLORADO ti 4905 4905 37660 =-0 •:�_ EXISTING GRADE ALONG � Q\ 5/16/2025 PROPOSED CROWN MATCHLINE ��CS.,... .. ,. C_ STA= 23+50 5/OITZ NAlll11�� \\\\\ ELEV= 4905.44 4900 4900 OPL r TAJ �— - - 4895 4895 C 1/27/2025 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 23+50 0 50' 100' 1" = 50' (HORIZONTAL) RD2 COUNTY ROAD 32 PROFILE VIEW 1" - 5' (VERTICAL) 18 43 Q lie � � o , , _,, , / , v / � H ��o D PELICAN LAKE RANCH Q O �� FILING NO. 2 c Ce V) \ (SEE SEPARATE PLAN SET) o 4 PELICAN LAKE RANCH 880' REDIRECT TAPER(55:1) �\ \ FILING NO. 2 00' N\ 10'ADDITIONAL R.O.W. DEDICATION EXISTING FENCE RESET TO PROPOSED n �' I / 60' R.O.W. END WIDENING \ R.O.W. ALONG FILING 2 FRONTAGE 0 BK. 48, PG. 153 STA:30+00.30� 40' PROPOSED R.O.W. OS:11.81' L - o w' - -- 30'_ R.O.W. DEDICATION w N w /� v co x X --� X X X i X X X X X X )< X o - — L— - — - — — — — - - — — — - - - - — — - - - — - - — - - - — — - - w o - d w _24+100 25+00 -26+00 0 27+00 29+00 0 00 31+00 32+00 \ 33+00 34+00 35+00 \ I z W� I) \I ) COUNTY ROAD 112 W I F_ --/ -1 _i i I J i i f" KEYMAP 01--.- 2 28+00�- COUNTY ROAD 32 z — - - o w COUNTY ROAD 32 p 0 ZI LEGEND 1— J i / / z i� EXISTING EASEMENT p V / iri EXISTING EDGE OF PAVEMENT EXISTING GAS LINE z 0 HI \ I N EXISTING COMMUNICATIONS LINE 10- �I v v / EXISTING WATER LINE 0_ w 1 A I U U) ' �9 o o EXISTING OVERHEAD ELECTRIC LINES W W �S o o EXISTING UNDERGROUND ELECTRIC LINE 0 II / / A I EXISTING FENCE O PROPOSED EASEMENT ' 4444444 / N / ! X PROPOSED FENCE 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER - /00`___/ PROPOSED MAJOR CONTOUR —100�___/ PROPOSED MINOR CONTOUR COUNTY ROAD 32 - PLAN VIEW / 70 � o / EXISTING MAJOR CONTOUR / \700___ / EXISTING MINOR CONTOUR 0) CO 0 PROPOSED ASPHALT WIDENING <O W L.f� MILL& OVERLAY 0 0 Z 0X 0 12. 4915 4915 O Oa PVI STA=27+47.26 U z PVI ELEV=4890.70 A.D.=4.64 0 Q K=53.84 Z mi 4910 250.00'VC 4910 O MATCH LINE STA = 23+50 N N N ELEV=4905.44 + • co + rn H co w M N � � 0 � w0I- 0 0 4905 : 1- > 1- > 4905 Q Z a r oOW0 O UNCC o 2 I O CALL BEFORE z w U 4900 490081 YOU DIG O \ z J H a 811 zo z o 4.>> PROPOSED GRADE ALONG D OR 0 LL ' U PROPOSED CROWN z O CL O 0 a) o 1 -800-922- 1987 ° U 2 0 4895 ` o + 0, + co 4895 co PVI STA=24+55.96 L o PVI ELEV=4904.60 Q UTILITY NOTIFICATION 1- H > o��ilulullliiii / U) > A.D.=-3.98 U) < w 2 K=50.22 > ; CENTER OF COLORADO ti . ;_ o.a, 4890 0.13% d d 4890 = • Z - iml" - 37660 �o,.. 5/16/2025 W EXISTING GRADE ALONG /��iSS/ON Ci.A� PROPOSED CROWN //NI/11111110� 4885 4885 PL r TAJ ""--N—w ,....... . -- 4880 4880 1/27/2025 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 35+50 0 50' 100' 1" = 50' (HORIZONTAL) RD3 COUNTY ROAD 32 PROFILE VIEW 1" - 5' (VERTICAL) 19 43 Q 11V) _ ((I'i' 0o r / — D/ / � _ H V v / �' \ NO / c i co)�\ C Ce V) \ V / Ce / / / PELICAN LAKE RANCH Z FILING NO. 2 W rn �� / 0 BEGIN WIDENING / / I V V� STA:14+21.90 / 15'ADDITIONAL R.O.W. DEDICATION— � 1.0 / OS:10.60' R cm /\ 45' PROPOSED R.O.W. l 1 W o V LJJ (NI co EXISTING EDGE OF PAVEMENT / V� 60' R.O.W. 30' R.O.W. DEDICATION / II Q / / \ / BK. 48, PG. 121 / -COUNTY ROAD 39 = - = W z I� COUNTY ROAD 32 A LU + 15+00 716+00 i f� 17+00 18+00� 19+007--- 20+00 21+00 0 22+00 23+00 I KEYMAP 12+00 / 13+00 14 00 / N i / ` / N O r, I I7 IC I I I I ( I I J I I I I I -- - ° - LEGEND F- D _ _ o — — — _ _ — — — — — J z - - - - - ��- - - - - - - - II EXISTING EASEMENT 0 X - X XX )( NI\ � >� >� x - �� II—Ufl EXISTING GAS LINE Z EXISTING COMMUNICATIONS LINE O 880' REDIRECT TAPER (55:1) \\ - I� EXISTING WATER LINE E EXISTING OVERHEAD ELECTRIC LINES co j N -- A \ W W \ \ A EXISTING UNDERGROUND ELECTRIC LINE 0 II \ EXISTING FENCE O PELICAN LAKE RANCH . N EXISTING FENCE RESET TO PROPOSED FILING NO. 2 PROPOSED EASEMENT Z R.O.W. ALONG FILING 2 FRONTAGE �� (SEE SEPARATE PLAN SET) �9 X PROPOSED FENCE W �� N- 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER /----- /00`___/ PROPOSED MAJOR CONTOUR —100�___/ PROPOSED MINOR CONTOUR COUNTY ROAD 39 - PLAN VIEW / 70 � o / EXISTING MAJOR CONTOUR / \700. / EXISTING MINOR CONTOUR 0) CO 0 PROPOSED ASPHALT WIDENING <O W L.f� MILL& OVERLAY 0 0 Z IX 0 12. O OS 4960 PROPOSED GRADE ALONG 4960 0 Z PVI STA=16+70.48 PROPOSED CROWN 0.22% 0 PVI ELEV=4946.79 A.D.=1.08 Z mi K=69.68 MATCHLINE Q O PVI STA=15+70.42 75.00'VC STA = 23+50 ELEV =4959.14 4955 r cr) M 2. 4955 PVI ELEV=4943.96 gp°I° !• �^ A.D.6.86 o co 00 LLJ 0 `/— 0 0 K=156.86 M �' o °� 75.00'VC + rn + rn Z ,.! r- co � co � � �cp (NI o O w p o 4950 co + cri co d g9p°1° am PVI STA=20+16.03 N 60 4950 UNCC O co co o Q �j PVI ELEV=4958.40 CALL BEFORE Z U Q j Q > • rn n a A.D.=-2.68 a YOU DIG O H rn H > u) CL .PVI STA=18+30.330+0 K=74.66 H 1- Z co o 6 PVI ELEV=4953.01 200.00'VC a 811 Z O Z o 4945 + 2 a2°I° a A.D.=-0.99 aflIll 4945 D OR IC 0 ' U II - K=75.39 Q w 75.00'VC C OMO w i- J u) w 34°1° 1 -800-922- 1987 8 U 2 0 z 4940 a ALONG PROPOSED CROWN 4940 UTILITY NOTIFICATION \\\\\\\O PD I lol I I 111// i CENTER OF COLORADO ti . o.a; 37660 ��, 5/16/2025 :�� 4935 4935 0\--.. . ��?\\ /////llI I I IIII1\o 4930 4930 A ,. ' TAJ 4927 4927 / Ill /1/1 1/27/2025 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 23+50 0 50' 100' 1" = 50' (HORIZONTAL) RD4 COUNTY ROAD 39 PROFILE VIEW 1" - 5 ' (VERTICAL) 20 43 Q lie V) , ((I'i' 0o v / / ( LL / , / D / — / J / Q Ce PELICAN LAKE RANCH I LLI I i Z FILING NO. 2 Ul n O o N p NI IN 15'ADDITIONAL R.O.W. DEDICATION �� / \ V) 45' PROPOSED R.O.W. N w EXISTING EDGE OF PAVEMENT 222' LEFT Iw I— c0 30' R.O.W. DEDICATION 428' FULL WIDTH LANE I. 60' R.O.W. — — ®— TRANSITION WI BK. 48, PG. 121 N - — COUNTY ROAD 39 TAPER (I) w __— I w 1- o Iw z N --\ \ N -.'"---,................. ..„.._ o COUNTY ROAD 32 3 2 1 24+00 ��25+00 N 26+00 27+00 28+00� " 35+00 KEYMAP _ o " 29+00 30+00 31+00 32+00 /33+00 34+00 —I L f I i N - O UJ Z _ _ — - R30' R30' _ _ _ — — - - J — - - - _ - - - IZ LEGEND 0 J / / " ' Z X 1= EXISTING EASEMENT p .L — X / 0 VI — 0 EXISTING GAS LINE Z c Q 222'TRANSITION TAPER 1..-... 378' FULL WIDTH LANE II—H / EXISTING COMMUNICATIONS LINE a 0- 600' RIGHT TURN LANE / EXISTING FENCE RESET TO PROPOSED 12 EXISTING WATER LINE 0_ w R.O.W. ALONG FILING 2 FRONTAGE EXISTING OVERHEAD ELECTRIC LINES 0 j / 0 W W V PELICAN LAKE RANCH EXISTING UNDERGROUND ELECTRIC LINE 0 II y / FILING NO. 2 EXISTING FENCE 0 �g\\ — /� (SEE SEPARATE PLAN SET) PROPOSED EASEMENT ' <444444 — — ' X PROPOSED FENCE / 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER �- /00` __/ PROPOSED MAJOR CONTOUR - /00�__/ PROPOSED MINOR CONTOUR COUNTY ROAD 39 - PLAN VIEW / 70 � o / EXISTING MAJOR CONTOUR / . 700___ / EXISTING MINOR CONTOUR 0) CO 0 PROPOSED ASPHALT WIDENING <O W L.f� MILL& OVERLAY 0 0 Z 0X 0 12. 4970 4970 O Oa U Z HP STA=30+40.55 0 Q HP ELEV=4953.81 Z mi 4965 PVI STA=31+35.57 4965 O PVI ELEV=4954.02 A.D.=-2.54 (V CM MATCHLINE K=88.72 H M 225.00'VC STA = 23+50 Z v J O ELEV =4959.14 H IH PVI STA=33+56.99 W 0 . o 0 4960 0 0 0 PVI ELEV=4948.84 4960 Q z a N A.D.=1.64 PVI STA=35+22.89 O O I J O O PROPOSED GRADE ALONG cc) M 1 0 00'VC PVI ELEV=4947.67 JO H J A.D.=-1.91 UNCC -1.90% PROPOSED CROWN Q a . > —I K=78.57 CALL BEFORE Z UJ � 0- u) a o) o rn � 150.00'VC YOU DIG O \ 4955 00 0L oo H 49558 / . Z co � � � co a 811 " zoz o o co coN co co HP STA=24+35 o 0.20% > 7r cc) Il OR N U 7 2HP ELEV=4959.32 co a co O O O 0 PVI STA=24+94.30 Lc) 7 Z J N PVI ELEV=4959.47 N N 2.340 ~ 1 -800-922- 1987 A.D.=-2.13 LP STA=29+30.97U 4950 Q > > co co EXISTING GRADE ALONG 4950 K=70.57 LP ELEV=4953.64 PROPOSED CROWN 150.00'VC N PVI STA=28+13.85 N _ UTILITY NOTIFICATION U PVI ELEV=4953.38 \\\\\�� PDllollllL/%/�� / H > A.D.=2.10 H > _0 70%J CENTER OF COLORADO °. ti K=137.31 _ _ O.Q� 2: ,--- 1 4945 .411 288.35'VC 4945 37660 MATCHLINE -po•: 5/16/2025 :�� ELEV=4946 822 /��isSiOWZ �?\\ /M/11I11111110� 4940 4940 jiiipPL TAJ il / 1 4935 4935 / 11 l 1/27/2025 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 35+50 0 50' 100' 1" = 50' (HORIZONTAL) RD5 COUNTY ROAD 39 PROFILE VIEW 1" - 5 ' (VERTICAL) 21 43 Q lieV) ((I'i' 0 nz o \\ / �\ H \ 41 \ < ri- °' / I Iv) Ce Ow / - a 1- PELICAN LAKE RANCH FILING NO. 2 IJJ z 15'ADDITIONAL R.O.W. DEDICATION 60' R.O.W. CV \45 PROPOSED R.O.W. BK. 48, PG. 121 Ot� W_ 650' LEFT TURN LANE - 30' R.O.W. DEDICATION - EXISTING EDGE OF PAVEMENT w N LLJ � - 1 co u 222' LEFT TRANSITION TAPER i Q �� =_ COUNTY ROAD 39 W — -- W / Z 42+00 43+00 44+00 45+00 46+00 47+00 I- (n' 37+00 �\ 38+00 39+00 40+00 41+00 I 'i I I G I I _ Z 36+00 v I / / I I I o I I I I I COUNTY ROAD 32 I _ r N KEYMAP W -� 0 N - - - - - 0 z — — — — LEGEND x x z — _ EXISTING EASEMENT Q 0� - 880' REDIRECT&TURN LANE TAPER (55: )/ _ EXISTING GAS LINE Z fl / END WIDENING �-Q EXISTING COMMUNICATIONS LINE EXISTING FENCE RESET TO PROPOSED STA:45+54.25 a_ W p 2 EXISTING WATER LINE R.O.W. ALONG FILING 2 FRONTAGE / OS:12.55' R E I 0 EXISTING OVERHEAD ELECTRIC LINES U) j 11 w w — PELICAN LAKE RANCH EXISTING UNDERGROUND ELECTRIC LINE 0 II 00 FILING NO. 2 o / / (SEE SEPARATE PLAN SET) EXISTING FENCE O _ [ �/ PROPOSED EASEMENT ' 4444444 N I / / X PROPOSED FENCE W / / 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER / / —100`___/ PROPOSED MAJOR CONTOUR —100�___/ PROPOSED MINOR CONTOUR COUNTY ROAD 39 - PLAN VIEW / 70 � o / EXISTING MAJOR CONTOUR / \700. / EXISTING MINOR CONTOUR C) CO 0 PROPOSED ASPHALT WIDENING <O W L.f� MILL& OVERLAY 0 0 Z IX 0 12. 4955 4955 O Oa U Z 0 a Z mi 4950 rn 4950ON + rn LP STA=43+34.22 co o LP ELEV=4931.60 CM ,_ a co rn PVI STA=42+71.47 H co �1 M v� + PVI ELEV=4930.92 �/� M ii PROPOSED GRADE ALONG A.D.=2.93 0 0 4945 II > M PROPOSED CROWN K=85.33 4945 09 -2.6 ° < w + 250.00'VC (j Z O � w II co 0,9 H — Oowp o 5 d M > `�' cfl c� UNCC o 2 Et U 1- J o rn co M °�° CALL BEFORE z MATCHLINE -2 11/ w + + rn YOU DIG O > 4940 STA = 35+50 o a ii ii 4940 ~ / I• Z > a 811 � zoz o ELEV =4946.82 Q w Q U Q ~ © -1.87% > > a ai N rn D OR 10 L^^J- ' Q � 5 W Lc) Z p 1 -800-922- 1987 ° 4935 2'20% F- _i 4935 U cn w UTILITY NOTIFICATION �� EXISTING GRADE ALONG ° a \\\\\\�� PIDO IIIIIIIII////j� /� PROPOSED CROWN ` ` � • �•.• , _ 073'° CENTER OF COLORADO o_ - - - - - 1 - 2: ;_ 4930 4930 37660 ��• 5/16/2025 :� SS/O Ii .ICI IIII1\\� \\\\\ 4925 4925 jiiipPL 4 TAJ il / 1 4920 4920 / Ill 1/27/2025 35+50 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 47+50 0 50' 100' 1" = 50' (HORIZONTAL) RD6 COUNTY ROAD 39 PROFILE VIEW 1" = 5 ' (VERTICAL) 22 43 a 1 cc , ifolog l um _ ao CC vi I PELICAN LAKE RANCH 1>t FILING NO. 2 O \ I- \ \ 4953.75 1 LO \ 4953.24 Th 2.0% 2.0% -4953.34 O \ \ _ --- - - I \ w N N N \ \ o o \ J \ rr-4--- / 4953.81 \ 4953.30 0 % 4953.41 o PELICAN LAKE c KEYMAP32 , _ \ \ 2.0/0 2.0/o I 11111 - - -380495329� 20% i ) ILI 4905 J 4905.38 a RANCH FILING NO. 2 +- I 4952.03 4950 o �� EXISTING FENCE O 4905.62 0_ SEE SEPARATE PLAN SET) 1 o _ ( I PROPOSED EASEMENT z 1.1% 4905.51 \ 0 4952.34 4951.66 A� r 4444444 7 \ so LLJ X PROPOSED FENCE W 0.1°i° o o Ct 4905.64 4905.53 1 to ill ---,-- 4906�43 _0.4/0 PROPOSED CULVERT/STORM SEWER 3.6% 4905.63 4905.70 O I c') 4952.25 4951.92 /------ /00�___/ PROPOSED MAJOR CONTOUR \ I I-III �- 1op�� PROPOSED MINOR CONTOUR 4907.01 _ 2.4% 4900 r 1.o°io - -__ _ q 940 - - I 1+00 2+00 / �7,00 / EXISTING MAJOR CONTOUR 1 4906.69-1 4905.97 0+I 0 I 2�0% 2.0% I '° 1 \ 2.4/° PELICAN- LAKE LANE 100 EXISTING MINOR CONTOUR Cr) 1.9% \ \-4953.16 4953.68 4952.57 - 4905 / N 0 \ - I 4952.22 4951.93 R30' R30' 4905 PROPOSED ASPHALT WIDENING 4908.16 � go/ ° _ )� \ l I o o O v 0.3% 0.5% o 0.8% 0.8% - fl 4907.95 - - - - - - 4906.95 4906.74 O o 4908.08 - - - - - 4906.5 ( W MILL& OVERLAY nv of o 1 t o 0 0 ------ 5 4950 z 0- 490e - - - - -� p 4905 N N� 48 o R30' I 4952.09 0.3% 0.5% 4908.35 20+00 - 01 D I0 �4908.56 �4908.48 0.7% 0.7% ON I 0.7% 0. - ± --...- 7% +�� 0.8/0 0.8% I _ 4950 O iiimmfassi..._ 4908.05 4907.82- 4907.60 J 4907.41 4907.21 4907.01 4953.67 4953.16 Q ° 4953.14 mi o � � o 0 0 0 2.0% O 2.0% - - - 1 _ a N N N N N N N I CD 0 ;r z _ _ _ _ < . 4908.01 j 4907.93 ,/ 4907.81 4906.94 4906.75 4906.5 N I - - - _ _ _ _ _ W 1M N CMV _co o © X `., 0 p 4905 4953.75 I w - + Z D Z o fY N 4953.26�` 2.0% 2.0% ��4953.19 0 I O . UNCC g p O 1g 1 CALL BEFORE Z w U d YOU DIG O laI- 4953.87 I I- > c z 4953.41 - 4953.28 a 811 D z O 12 2.0% 2.0% I- 1 D OR IDD W 0 COUNTY ROAD 32 & PELICAN LAKE DRIVE INTERSECTION COUNTY ROAD 39 & PELICAN LAKE LANE INTERSECTION 1 -800-922- 1 987 ° ,, 2 z UTILITY NOTIFICATION CENTER OF COLORADO S 37660 • S �Q\ 5/16/2025 :L SS/0 ICI 1. * \� \\\\\ � PL r TAJ 111111-'.---Nos.ir 1/27/2025 0 20' 40' 1" = 20' (HORIZONTAL) R D 5 1" , 2' (VERTICAL) 23 43 N . , Q El N \\ 011 0 g vv �v v I PELICAN LAKE RAN-CH-� ) LL H v , vv �, FILING N O. 2 /v D z' ,/, i <N (SEE SEPARATE PLAN SET) o Q \ r � M v � , \ I \\ N �� \/ Q VI �O cc 0 \ V A A J PELICAN LAKE RANCH �� / 4910 w H FILING NO. 2 CO — )C x �r---Y� A '' 4915 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9 00 — I I I - Hcfl _____/ _ v I v � _�2 7 1 / _ _ w oi) — - - - - - - - - - - -� 492u 4995 Z i 1- -- _ _ _- COUNTY ROAD 32 / II Co-LINT RoA� 32 / LuZ - \ U KEYMAP I= - ' Q U o 12 H LEGEND z � � / � U - - A SILT FENCE OZ W H o- LIMITS OF CONSTRUCTION E uW U U) ww VEHICLE TRACKING CONTROL 0 \ O \ / PELICAN LAKE RANCH // CONCRETE WASHOUT AREA Z aaaaaaa II FILING NO. 2 /' °o w STRAW WATTLES WI - (SEE SEPARATE PLAN SET) - .1'9 4gos — — I�j oI y 1 ' - 10 PERMANENT SEEDING M i— 4905 W 4905 Q --- -- -y — - - - m SURFACE ROUGHENING - 1 w 970 - - - - 15+00 16+00 _17+00 - - - 18+00 19+00 21+00 22+00 (1 12+00 130- 14i00 20+00 ) :::I:::::::::EA 0 i w _7 4905 Iw 497U 490a J ? 11 �� INLET PROTECTION z v COUNTY ROAD 32 U' IUI °°°°°°°°°°°°°°°°° NORTH AMERICAN GREEN Z yyyyyyyyy SHOREMAX OR APPROVED 0 Q EQUAL (SEE PLANS) CC \ � CC O c' N. N 'G NORTH AMERICAN GREEN 0 4 ii EROSION CONTROL MAT OR o\ APPROVED EQUAL 0 mi o (SEE PLANS) Z RIPRAP N O zr E co w � O < ZZ < C� o v y PELICAN LAKE RANCH ��ocs CALL BEFORE z o FILING NO. 2 ' - You DIG o Z 811 1- O z (SEE SEPARATE PLAN SET) a 811 D z o -OI T — � D CO - D °R D �� Q x x — x x x x CO o 0 � Q d 1 -800-922- 1987 8 U W— — - ®� �° 4890 — _ w 49os ® o _ _ .W 23+00 24+00 25+00 26+00�� -�s- -27+00 28+00 29+00 30+0r 31+00 32+00 \ 33+00 UTILITY NOTIFICATION u) 1 1 1 1 1 Am»mam�.0.---� = 1- I--- - 1 ,L 1 1 1 , 1 o��llnu I Illli��i�i�i � _Y _i iil- ii � 4890 CENTER OF COLORADO °� ti . a F COUNTY ROAD 32 = `�— b - 37660 = Z I J - - 5/16/2025.��\p 1 110 0 — — — - o IIIIII <I \ PL \ \1 A TAJ I __N..... , \ ___... . ____ . __. ..... , , , \ _ 1/27/2025 / / \ 0 50' 100' 1" = 50' (HORIZONTAL) E C 1 24 43 Q \ , , El \ , 7 / 41110 OA , , , , LI- 1E D J o M // / / J PELICAN LAKE RANCH / W I- FILING NO. 2 // // �/ COUNTY ROAD 39 LOW z Iw � - w LO�- N 1 / /, I-5+ 14+00 100 16+00 / 17+00 18+00 19+00 /0+00 / 21+00 22+00 23+00 24+00 W D 1 1 ' 1 1 I 1 I I I I - L '- - - - - - - - - �. �, - - - - - - - - - - - - a COUNTY ROAD 32 W A \ >( )� >�— )( X )� - X — X— x x �� — x KEYMAP Q 0 0 v ( PELICAN LAKE RANCH / \ 12 H / �v vv �v / FILING NO. 2 I LEGEND o (SEE SEPARATE PLAN SET) U \ / SILT FENCE O W / II LIMITS OF CONSTRUCTION LU U U) ww VEHICLE TRACKING CONTROL 0 fI /� I \ / - - _ o o CONCRETE WASHOUT AREA Z o �� w ' ddddddd a — / r i a STRAW WATTLES I 01 / \ \ 10 PERMANENT SEEDING CO W QI - - - - - - �m SURFACE ROUGHENING W COUNTY ROAD W w - O WCO - - - _ STOCKPILE PROTECTION 0 \ Ni Q 25+00 26+00 27+00 W 28+00 30+00 r J 35+00 1 �� 29+00 31+00 32+00 o L33+00 34+00 W STABILIZED STAGING AREA0 Z NN z L.f. J -/ - / - - -� _ - 50 INLET PROTECTION J 4( ir ,NI °°°°°°°°°°°°°°°°° NORTH AMERICAN GREEN z Q $... .I.*.I 0...* SHOREMAX OR APPROVED EQUAL (SEE PLANS) 2 7' I ,\ PELICAN LAKE RANCH `� CC 0 Z ' �� 'G NORTH AMERICAN GREEN U ' ICE FILING NO. 2 ' EROSION CONTROL MAT OR APPROVED EQUAL 0 mi (SEE SEPARATE PLAN SET) (SEE PLANS) CL / \ \ Q ml RIPRAP N O zr E co w � < O / ZZ < U O w 0 O V UNCC Op 0 O i A 811 CALL BEFORE Z YOU DIG O � H � > O Z ;� a 811 C.) o OICa - - (, OR ' OL�LO Qi - COUNTY ROAD 39 1 -800-922- 1987 o O - W WEI UTILITY NOTIFICATION (n / 45+00 46+00 ��\\IIIIIIIIII///////// 43+00 44+00 �P��••�/ ' - 36+00= 37+00 38+00 39i00 1 I I ` ' zi 40+00 41+00 42+00 CENTER O F C O L O RA D O V I I �� O % ► 1 1 1 I ti o�.a W I _ _ _ - a = 37660 Z - - -\ - — — — — — — — - _ _ �% 5/16/2025 `•& UfH I / / . ---7/71 '-...-- ' ---, ,_ - \ PELICAN LAKE RANCH i ' I p TAJ PL FILING NO. 2 (SEE SEPARATE PLAN SET) /� // 1\� '�I /1/1 / A ( / 1/27/2025 0 50' 100' 1" = 50' (HORIZONTAL) E C2 25 43 SIGNAGE AND STRIPING QUANTITIES CONTRACT ITEM UNIT ROADWAY PLAN AS CONST, COUNTY ROAD 32El W2-2L SIGN(30"X 30") EACH W2-2R SIGN(30"X 30'') EACH R3 INTERSECTION LANE CONTROL SIGN:LEFT ONLY.THROUGH ONLY(30"X 30") EACH O vI R2-1 SPEED LIMIT SIGN(45 MPH) EACH ' O R2-1 SPEED LIMIT SIGN(55 MPH) EACH R2-1 SPEED LIMIT SIGN PANEL REPLACEMENT(45 MPH) EACH - RELOCATED W3-1 SIGN EACH I 4"WHITE LINE(EPDXY PAINT) LF 5,412411 J 41.im 1 DOUBLE 4"YELLOW LINE,8"O.C.(EPDXY PANT) LF 4760 O PRE-FORMED THERMOPLASTIC PAVEMENT MARKNG EACH 3 Cr) Ce VI COUNTY ROAD 39 a �/, W2-2L SIGN(30"X 30") EACH 1 Wz-2R SIGN(3a"x30'°) EACH 1 IxPELICAN LAKE RANCH R3 INTERSECTION LANE CONTROL SIGN LEFT ONLY.THROUGH ONLY(30"X 30') EACH 1 R3 INTERSECTION LANE CONTROL SIGN,THROUGH ONLY,RIGHT ONLY(30"X 30") EACH 1 I- FILING NO. 2 4"WHITE LINE(EPDXY PAINT) LF 6,949 n DOUBLE 4"YELLOW LINE,8"O.C.(EPDXY PAINT) LF 6,022 0 PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 6 1.0 O 880' REDIRECT TAPER (55:1) BEGIN STRIPING (MEET EXISTING) I I STA:4+48.08, OS:10.89' L TYPE I (CRYSTAL) DELINEATORS TO BE PLACED PER MUTCD I- 3F AND CDOT S-627-1 STANDARDS ALONG ALL TAPERS PELICAN LAKE I� Z BEGIN STRIPING (MEET EXISTING) TYPICAL SPACING 100' RANCH FILING NO. 2 cou�TIoA� 32 2 STA:4+47.95, OS:0.00' a BEGIN STRIPING (MEET EXISTING) RELOCATED W3-1 SIGN (SEE SEPARATE PLAN SET) I J _ O ONE 4" WHITE LINE STA:8+05.17, OS:24.60' L W KEYMAP r o STA:4+47.86, OS:11.90' R (EPDXY PAINT) X )� X ----PM -:'' >- --x —Y — )( X 12' W 0 g+00- _ 10+00 11+00 U 2+00 3+00 4+00 5+00 6+00- I 8+00 1 O W I I I /I I I I - 1 I f I 7+00 1 W I= p L 12' COUNTY ROAD 32 Z_ IJ u) > DOUBLE 4" YELLOW LINES, U \_W2-2L SIGN (30"X 30") R3 INTERSECTION LANE CONTROL SIGN 8" O.C. (EPDXY PAINT) STA:4+47.77, OS:23.90' R LEFT ONLY, THROUGH STA:5+97.67, OS:25.36' R ONLY (30" X 30") 1 a Z 4444444 REPLACE EXISTING 55 MPH SPEED LIMIT SIGN WITH I2 W R2-1 SPEED LIMIT SIGN (45 MPH) (24"X 30") I STA:3+22.53, OS:23.32' R PELICAN LAKE a W W _ CO 880' REDIRECT TAPER (55:1) - v k > 1 RANCH FILING NO. 2 END STRIPING _ 1 (SEE SEPARATE PLAN SET) PRE-FORMED STA:19+78.06, OS:14.00' L W 4 0 BEGIN STRIPING 0 W I TYPE I (CRYSTAL) DELINEATORS TO BE PLACED PER MUTCD 1> \ 3F AND CDOT S-627-1 STANDARDS ALONG ALL TAPERS ONE 4"WHITE LINE THERMOPLASTIC END STRIPING STA:20+98.74, OS:17.35' L > O / (EPDXY PAINT) ONE 4" WHITE LINE PAVEMENT MARKING STA:19+77.99, OS:2.00' L BEGIN STRIPING N TYPICAL SPACING 100' O O1 (EPDXY PAINT) 12' END STRIPING STA:20+96.47, OS:5.61' L 1<11-_ ( --..x x ---,x x x -----x--x----_ x—, A J 11 m STA:19+78.16, OS:2.00' R W • _v....J.. co .. w1 W 14+00 15+00 16+00 17+00 18+00 4 19+00 W 7 22+00 I win Z (D 12+T00 130 I J 20+ _�00 21+00 ' F O CIE U CD z1 12' L 12' COUNTY ROAD 32 �W Z JI 1z 70 EXISTING J Z CIE I I - 222'TRANSITION TAPER (18.5:1) — 428' FULL WIDTH LANE END STRIPING EDGE OF II IX DOUBLE 4" YELLOW LINES, 8" O.C. (EPDXY PAINT) �^ - 650' LEFT TURN LANE STA:19+78.48, OS:14.00' R PAVEMENT V Nim Q1 BEGIN STRIPING PRE-FORMED PRE-FORMED THERMOPLASTIC 1� 1- c� VJ C PAVEMENT MARKING DOUBLE 4 YELLOW LINES, 8 O.C. Q Z 0 G 1 STA:15+49.70, OS:13.95' R THERMOPLASTIC w ~ e Q PAVEMENT MARKING (EPDXY PAINT) I2 2 < 7 < 1 I O O LIJ o UNCC gL.L2a 0 CALL BEFORE Z W W J YOU DIG O \ 0 } H a81 811 ? oa z Z O 880 REDIRECT TAPER(55:1) - D OR IC D Et Z /1� pJ 1 TYPE I (CRYSTAL) DELINEATORS TO BE PLACED PER MUTCD 3F PELICAN LAKE W2-2R O o V 0 W AND CDOT S-627-1 STANDARDS ALONG ALL TAPERS SIGN (30 X 30 ) 1 -800-922- 1987 v y \ TYPICAL SPACING 100' RANCH FILING NO. 2 STA:30+00.20, OS:22.87' L R2-1 SPEED LIMIT SIGN (45 MPH) / END STRIPING (MEET EXISTING) (24"X 30") 01 ONE 4 WHITE LINE (SEE SEPARATE PLAN SET) L UTILITY NOTIFICATION (EPDXY PAINT) i�12 XX �- X )( X - - - /_STA:32+00.31, OS:23.15' CENTER OF COLORADO P 37660 WW 1 23+00 - 24+00- 25+00 26+00 -27+00 28+00 29+00 30+00 31+00 32+00 33+00 - 5/16/2025 ,�� W' i I 1 I I I - �� I I 1 ,L I I I I I �i F` •••... . S'•S/ONAIIIII\\�C� \\\\\ W I 12' i COUNTY ROAD 32 z , / PL JI END STRIPING (MEET EXISTING) EXISTING EDGE OF PAVEMENT _ \ STA:30+00.40, OS:0.00' TAJ DOUBLE 4"YELLOW LINES, 8" O.C. \-R2-1 SPEED LIMIT SIGN (55 MPH) _ 1 0 (EPDXY PAINT) END STRIPING (MEET EXISTING) (24" X 30") STA:30+00.42, OS:11.84' R - STA:32+00.27, OS:23.50' R _�- < ir I 1/27/2025 21 I 0 50' 100' 1" = 50' (HORIZONTAL) S P 1 26 43 SIGNAGE AND STRIPING QUANTITIES CONTRACT REM UNIT ROADWAY PLAN IAS CONST, COUNTY ROAD 32E 1 W2-2L SIGN(30'X 30') EACH 1 W2-2R SIGN(30'X 30") EACH 1 R3 INTERSECTION LANE CONTROL SIGN,LEFT ONLY,THROUGH ONLY(30"'X 30") EACH 1 O V) R2-1 SPEED LIMIT SIGN(45 MPH) EACH 1 4 ' O R2 1 SPEED LIMIT SIGN(55 MPH) EACH 1 R2-1 SPEED LIMIT SIGN PANEL REPLACEMENT(45 MPH) EACH 1 - RELOCATED W3-1 SIGN EACH 1 I p 4"WHITE LINE(EPDXY PAINT) LF 5,412 - J DOUBLE 4"YELLOW LINE,8"O.C.(EPDXY PAINT) LF 4,760 O PRE-FORMED THERMOPLASTIC PAVEMENT MARKNG EACH 3 CI) VI COUNTY ROAD 39 a VI W2-2L SIGN(30"X 30") EACH 1 W2-2R SIGN(30"X 30") EACH 1 PELICAN LAKE RANCH R3 INTERSECTION LANE CONTROL SIGN,LEFT ONLY,THROUGH ONLY(30'X 30") EACH 1 R3 INTERSECTION LANE CONTROL SIGN,THROUGH ONLY,RIGHT ONLY(30"X 30") EACH 1 H FILING NO. 2 4"WHITE LINE(EPDXY PAINT) LF 6,949 Z DOUBLE 4 YELLOW LINE,8"O.C.(EPDXY PAINT) LF 6,022 V PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 6 N Co W N I— cfl Q I2 1) 1 U) IZ BEGIN STRIPING (MEET EXISTING) COUNTY ROAD 32 H I- STA:14+21.85, OS:11.33' L IO 2 2 BEGIN STRIPING (MEET EXISTING) 0 STA:14+21.83, OS:0.00' L DOUBLE 4" YELLOW LINES, 8" O.C. EXISTING EDGE OF PAVEMENT Im KEYMAP1-*--- = ,�r } BEGIN STRIPING (MEET EXISTING) (EPDXY PAINT) >- STA:14+21.91, OS:12.16' R In Z W O 12' COUNTY ROAD 39 If Z c I _Ow 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 I LU I- 0- I I l L U �� J cn > - ° -7------- --=______A-12' _ o 1I X - X )— A X X )� — X - X — U X '� \ I� o ONE 4X"WHITEANLINE 222'TRANSITION TAPER > ' aaaaaaa (EPDXY PAINT) C W 2 880' REDIRECT TAPER (55:1) -- 600' RIGHT TURN LANE c W2-2R SIGN (30" X 30") R3 INTERSECTION LANE CONTROL SIGN TYPE I (CRYSTAL) DELINEATORS TO BE PLACED PER MUTCD 3F PELICAN LAKE STA:14+21.98, OS:24.16' R THROUGH ONLY, RIGHT ONLY(30" X 30") AND CDOT S-627-1 STANDARDS ALONG ALL TAPERS RANCH FILING NO. 2 STA:15+71.98, OS:25.50' R TYPICAL SPACING 100' (SEE SEPARATE PLAN SET) END STRIPING CO CO BEGIN STRIPING STA:34+52.68, OS:13.99' L STA:30+24.28, OS:14.00' L I Q wI EXISTING EDGE OF PAVEMENT PRE-FORMED THERMOPLASTIC ONE WHITE LINE (E'PDXY PAINT) I� > BEGIN STRIPING PAVEMENT MARKING 0�/ OI STA:25+23.84, OS:19.82' R - 650' LEFT TURN LANE IO L.L. PRE-FORMED CO THERMOPLASTIC 222' LEFT w <I PRE-FORMED THERMOPLASTIC PAVEMENT MARKING 428' FULL WIDTH LANE TRANSITION Im PAVEMENT MARKING TAPER 7 Z W I 12' EXISTING EDGE OF PAVEMENT I W Z J � COUNTY ROAD 39 12' � /� � D � I 12' I , 0 25+00 26+00 27+00 28+00 -- - - 35+00 w U CD Lull_ L I L �- 29+00 30+00 31+00 f 32+00 0 33+00 34+00 Z. -`. I I _- ..-� �� Z END STRIPING z 0 Z JI _ - _ _ _ STA:29+04.60, OS:2.00' R J ZIL =I ° X , 4 12' )( l_ < IX 0 )— ONE 4" WHITE LINE V N ONE 4"WHITE LINE 12' (n COBEGIN STRIPING EPDXY PAINT) PRE-FORMED c� Q 222' (EPDXY PAINT) STA:30+24.22, OS:2.00' L ( THERMOPLASTIC Q Z VJ 0 TRANSITION 378' FULL WIDTH LANE Z DOUBLE 4 YELLOW LINES, 8 O.C. PAVEMENT MARKING CC - 600 RIGHT TURN LANE (EPDXY PAINT) 2 < cI TAPER a W W BEGIN STRIPING PELICAN LAKE � � I� � Z e �' TYPE I (CRYSTAL) DELINEATORS TO BE END STRIPINGV ZSTA:30+24.20, OS:2.00 R RANCH FILING NO. 2U W O PLACED PER MUTCD 3F AND CDOT S-627-1 STA:29+02.02, OS:13.67' R J Q Q (SEE SEPARATE PLAN SET) I UNCC O 0 STANDARDS ALONG ALL TAPERS END STRIPING W -I J BEGIN STRIPING U TYPICAL SPACING 100' STA:29+02.04, OS:25.67' R _ STA:30+24.14, OS:14.00' R CALLBEFORE YOU ZO \w W } CD I- _ 811 zoa z ID OR DEtZ ' W2-2L SIGN (30" X 30") Z 0 Cl- W I j WI STA:45+54.43, OS:24.17' L 1 -800-922- 1987 O U U 2 0 > R3 INTERSECTION LANE CONTROL SIGN UTILITY NOTIFICATION 01_ 650' LEFT TURN LANE - LEFT ONLY, THROUGH ONLY (30"X 30") END STRIPING (MEET EXISTING) \\\\\\\o P 11111ll�// // m STA:44+04.73, OS:25.72 L STA:45+54.42, OS:11.17 L CENTER OF C O L O RA D O ti .. • o a� Q 222' LEFT TRANSITION TAPER i = • 2`: 37660 __- Wm COUNTY ROAD 39 12 � �•'• 5 16 2025 40+00 41+00 42+00 43+00 44+00 45+00 46 i 00 I iF`S•••..........•••••�� 36+00 37+00 38+00 39+00 I I I I I I I I I �� ///�NAIIIII\\\�� wF 6 J I ° ° II 4111011110-i TAJ _1 �� 12 ~�� END STRIPING (MEET EXISTING)U STA:45+54.41, OS:0.00' L /1/1 880' REDIRECT&TURN LANE TAPER (55:1) - !1II 1/27/2025 Q 21 TYPE I (CRYSTAL) DELINEATORS TO BE PLACED PER MUTCD 3F PELICAN LAKE END STRIPING (MEET EXISTING) AND CDOT S-627-1 STANDARDS ALONG ALL TAPERS STA:45+54.26, OS:12.11' R ' TYPICAL SPACING 100' RANCH FILING NO. 2 (SEE SEPARATE PLAN SET) 0 50' 100' I 1" = 50' (HORIZONTAL) S P2 27 43 Q CONSTRUCTION TRAFFIC CONTROL QUANTITIES E 1 CONTRACT ITEM UNIT ROADWAY PLAN AS CONST. COUNTY ROAD 32 W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 O Z W3-4 BE PREPARED TO STOP SIGN(36"X 36'") EACH 2il ' 0 W20-7 FLAGGER SIGN(36"X 36") EACH 2 CHANNELIZING DEVICE SPACED AT 20' EACH 147 COUNTY ROAD 39 < O W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 M W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 0 Q W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 rg CHANNELIZING DEVICE SPACED AT 20' EACH 176 PELICAN LAKE RANCH I- FILING NO. 2 ZI 0 C.) Lo N O W N Q o6' (/) H Z COUNTY ROAD 32 LU 2 2 0 KEYMAP - - 0 -=Ii- >- 1- z TRAFFIC CONTROL NOTES: o —./ o_ z fl M I 1. ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL 0 LU cr) ' SHALL BE IN STRICT CONFORMANCE WITH THE MUTCD 1- a I PELICAN LAKE RANCH 11TH EDITION, PART 6. — '� 2. ONE-WAY TRAFFIC WILL BE MAINTAINED ON THE (� o EXISTING 4-WAY STOP INTERSECTION FILING NO. 2 0 EXISTING TWO-LANE ROADWAY USING FLAGGERS TO W W o_ ALTERNATE DIRECTIONAL FLOW. DUE TO THE p FY N Z I 100'TAPER PER MUTCD TABLE 6C-3 AND FIGURE 6C-3 J FULL-WIDTH MILL AND OVERLAY SCOPE OF WORK, THE C (ONE LANE, TWO-WAY TRAFFIC TAPER) 'w OPEN TRAVEL LANE WILL NEED TO SHIFT DURING p 0 CONSTRUCTION PHASING TO ACCOMMODATE MILLING Z 100' 71' 71' - - --� BUFFER - 'w AND PAVING OPERATIONS. THE TRAFFIC CONTROL W aaaaaaa o SPACE O w SETUP SHOWN IS CONCEPTUAL AND WILL REQUIRE LU o+- ,_ X- X - - X X = - x"1� ADJUSTMENT IN THE FIELD TO REFLECT ACTUAL �r--- X _ _ _ X _ _ )� _ X - X -' - - - - - - - —14+00` - 15+00- 16+00- - -17+00 -18+0 -19 00- 20 0- 21+0 22+00 r23+ PHASING, OPERATIONS, AND SITE CONDITIONS. ALL 0+00 1+104=0 2+00 . ,3+00, 4+00 5+00 6+00 7+00 8+00 9+00- 10+00 11+00 1 0 r 13 i 00 + _ T i • • F 1 4 MODIFICATIONS SHALL BE MADE IN COORDINATION w WITH THE CONTRACTOR AND FLAGGERS, SHALL BE IN o b — CONFORMANCE WITH MUTCD 11TH EDITION o_ FLAGGER COUNTY ROAD 32 J STANDARDS, AND SHALL MAINTAIN SAFE PASSAGE + CHANNELIZING DEVICES SPACED AT 20' ' FOR THE TRAVELING PUBLIC AT ALL TIMES. Z o W20-7 FLAGGER SIGN (36" X 36") = CO 4 W3-4 BE PREPARED TO STOP SIGN (36"X 36") CHANNELIZING DEVICES SPACED AT 20' 0 CL ' LEGEND 0 W20-1 ROAD WORK AHEAD SIGN (36" X 36") 0 0 Et 4. DIRECTION OF TRAVEL I ■ CHANNELIZING DEVICES Z Z O r• FLAGGER D TEMPORARY SIGN 0 O ' PELICAN LAKE RANCH0IL IL w 100'TAPER PER MUTCD TABLE 6C-3 AND FIGURE 6C-3 \' (ONE LANE, TWO-WAY TRAFFIC TAPER) W3-4 BE PREPARED TO STOP SIGN (36 X 36") // FILING NO. 2 Z 44 W20-1 ROAD WORK AHEAD SIGN (36" X 36") m' W20-7 FLAGGER SIGN (36"X 36") N 100' (n �' - BUFFER -- - 500' -- 500' -- 500' Z Z Q W. SPACE FLAGGER W LLJ - - - )� - - - - - X - - X - - - - - X - - X - - - - - ----L Q ma's - _ � � - - - - - - - - - - - - - 24+00 25+00 26+00 27+00 28 00 29 00 31+00 •+ + 33+00 34+00 35+00 36+00 37 00 38+00 39+00 40+00 41+00 42y00 3+00 44+00 45+00 46+00 47 00 0 w O • • 1 • • . • 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I U 30+00 32+00 0 11UNCC W p CALL BEFORE Z LV z COUNTY ROAD 32 YOU DIG O \ f2 > CHANNELIZING DEVICES J' SPACED AT 20' a 811 . Z O i O U p OR I- D Z o 1� z j - w <I 1 -800-922- 1987 8 U 2 0 21 UTILITY NOTIFICATION CENTER OF COLORADOti . o..a; 3660 :11:111../...:6. 0, /2025 :�� SS 01..11,"" ICI IIII1\o \\\\\ PL TAJ IF_Now ir 1/27/2025 0 100' 200' 1" = 100' (HORIZONTAL) TCP1 28 43 Q 1 cc � 100'TAPER PER MUTCD TABLE 6C-3 AND FIGURE 6C-3 ' Q A I (ONE LANE, TWO-WAY TRAFFIC TAPER) I il� D I J -374' - 374' - 374' — 100' BUFFER SPACE w o J ) O Icl o cc 0- _._ i`: 1 m a o EXISTING 4-WAY STOP INTERSECTION CHANNELIZING DEVICES SPACED AT 20' O o w >. PELICAN LAKE RANCH J 1+ 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 • • • 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+ 22 Q 00 21+00 +00 2 +0 �� I- FILING NO. 2 I I I I I I I I I I I I I I I I I I m4 I I 'I • I• > •I •L `I r A 1 •I 4 r - - - - - - - - - - - - - ° 0 o - - - - - - - - - - - - - - - - - - - x z N — W20-1 ROAD WORK AHEAD SIGN (36" X 36") W3-4 BE PREPARED TO STOP SIGN (36"X 36") FLAGGER COUNTY ROAD 39CD N W20-7 FLAGGER SIGN (36" X 36")el 1—II- CO 0 Ic 2 0 � a 0 U PELICAN LAKE RANCH 1F- 1- N Z FILING NO. 2 • COUNTY ROAD 32 in 0 x ) 8 KEYMAP = �_ } -,0 1 I- M z D TRAFFIC CONTROL NOTES: o 1. ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL 0 W SHALL BE IN STRICT CONFORMANCE WITH THE MUTCD 1- 11TH EDITION, PART 6. - 0 E W 2. ONE-WAY TRAFFIC WILL BE MAINTAINED ON THE 0 EXISTING TWO-LANE ROADWAY USING FLAGGERS TO W W 100'TAPER PER MUTCD ALTERNATE DIRECTIONAL FLOW. DUE TO THE p FY TABLE 6C-3 AND FIGURE 6C-3 FULL-WIDTH MILL AND OVERLAY SCOPE OF WORK, THE (ONE LANE, TWO-WAY OPEN TRAVEL LANE WILL NEED TO SHIFT DURING p TRAFFIC TAPER) CONSTRUCTION PHASING TO ACCOMMODATE MILLING Z I AND PAVING OPERATIONS. THE TRAFFIC CONTROL w aaaaaaa SETUP SHOWN IS CONCEPTUAL AND WILL REQUIRE w 100' > ADJUSTMENT IN THE FIELD TO REFLECT ACTUAL >1 — BUFFER - 10 PHASING, OPERATIONS, AND SITE CONDITIONS. ALL O SPACE —IMODIFICATIONS SHALL BE MADE IN COORDINATION mI Iw WITH THE CONTRACTOR AND FLAGGERS, SHALL BE IN Q1 CHANNELIZING DEVICES SPACED AT 20' CHANNELIZING DEVICES SPACED AT 20' Im CONFORMANCE WITH MUTCD 11TH EDITION W. STANDARDS, AND SHALL MAINTAIN SAFE PASSAGE w ,36+00 �37,+OQ _ _38+OQ�� _39+00 _ _ 40+00 41+00 42+00 43+00 44+00 45+00 1 46+00 47+00 w FOR THE TRAVELING PUBLIC AT ALL TIMES. Z l—24+0Q 2 +0Q _ _ 21+00 27+0Q : 2$+00�.� • 29+00 • 30+00 •�3 F+pp .32+00 • 33+00 . 34+00` 35+00 I I 1 • I I 1 L.LJ C Q I rt - - - - �r _ J _ _ _ - I i w - 1- - - - - r - - - - - �- �c - - - x x )( x— -- )( )F )E p O z - COUNTY ROAD 39 Iz Q o LEGEND 0 0 J1 1J I/ oc 4 DIRECTION OF TRAVEL I 01 PELICAN LAKE RANCH 1U Z Q FILING NO. 2 L<C ■ ■ ■ CHANNELIZING DEVICES Z 0 C1 r• FLAGGER D TEMPORARY SIGN 0 O U. p li Z � Q � N rcowz w p 0 0 CONSTRUCTION TRAFFIC CONTROL QUANTITIES < Z Q ROADWAY fY CONTRACT ITEM UNIT U O w I PLAN AS CONST. Q O COUNTY ROAD 32 UNCC 0 0 W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 CALL BEFORE Z w W3 4 BE PREPARED TO STOP SIGN(36"X 36") EACH 2 YOU DIG 0 \ ii Z w 1 W20-7 FLAGGER SIGN (36"X 36") EACH 2 a 811 . z O �, o CHANNELIZING DEVICE SPACED AT 20' EACH 147 (Y 1- 500' 500' -- 500' COUNTY ROAD 39 D OR co D , Z o 0 W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 Z O O W mI W3-4 BE PREPARED TO STOP SIGN (36" X 36") [ W201 ROAD WORK AHE W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 1 -800-922- 1987 ° U 2 0 Q FLAGGER W20-7 FLAGGER SIGN 36" X 36" ( ) W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 ft +0049+00 50+00 51+00 52+00 5300 54+00 55+00 56+00 57+00 ` 58+00 59+00 60+00 61+00 62+00 63+00 64+00 CHANNELING DEVICE SPACED AT 20' EACH 176 UTILITY N OTI F I CATI ON 1 4 1 1 1 1 1 ♦r 1 1 I'% 1 1 1 1 1 1 1 1 ♦` 1 1 1 1 1 1 1 1 1 d 1 1 1 1 \\\��III I I IIIIII//j��/ v) _ _ _ _ CENTER OF COLORADO �P�� - - )( - - x - - - - - - ) x X X X- )( X X - X 37660 ILICOUNTY ROAD 39 ice; Z I �1: 5/16/2025 J PELICAN LAKE RANCH �iSSidNAii��`�\ 21 FILING NO. 2 IIIIII 01 A i1 III PL H <I I + ,. ' TAJ 1 llG I� ICV' 1/27/2025 I 0 100' 200' 1" = 100' (HORIZONTAL) rc P 2 29 43 COUNTY ROAD 32 CROSS SECTIONS Q E 1 + + + + 0in4 50 ��, 5 00 b9, 5 50 6 00 Z J z , z � F w p¢ mJ z O`bi' H N o W �n J`H ((Iv D w w az z o Z �W 2 � a W a 2 ¢a w J. wo z nawa a> H > m a jri' w ❑ `n ❑ < p rn W a a Q zrn LL .0 ¢a Q> N w Q a W O o a a r 0 N. LL 1-- N. w w 0 0 a N Ha MLL v o-, a M ❑Q 2 2 0 01 0OO 0 Z W O W N N ❑ N OLL ma Fa 0 N W a a�V W LL W a O M V F F J O V W a p ❑ LUdO O N p W LL O N • ❑G66)U N AQ� nO oZ U W 6O O 6 W O nF F OF FO Un� Q> co wMa N pW Q Wc. ap ^ 0 N O N Q ��" J N N LL O) U O nOrn• vNU W a 7NNC J0O n❑O Z ❑ rn J U N U O p N ❑LL LL0 a J O O U N aCr)'rV a W W(/ W �M Z❑ ❑-6) a W a - µ W_7 - N ❑Lo p N co a O O FF O�F W s ❑ N U N ❑rrnF 7 Uu-W m M W�� U O� LLM S M W wOU ❑ Z OW 6 WM V n�Z ❑r-z p.m ❑ Z WW Q WQ p r O p 1.---6) aW pLL o ts,CJ W OZ W❑d Z W oO OZ pNu? �c w�0 26 W p N U o n> W 7 W W(V OJ ❑LLJ FF 0wG w_ Ow_ W N N HHO WQ W 0 wO)� wO O 7LLW QLL❑0J ❑LL UN 2 0 VN Z ❑�Zof ❑-Z WO wO OH OwQa >O O > OF 0rn aLL> O H S OH ❑�2 p H w¢ wQ w O 0w¢ wow wOw ❑rno � o w O n F_ w¢ OLLa0> a0 a0> � OLL�F>_ w w�Oz ❑❑vMOoaOO�WW>¢ p WwLLw _ LLw wa �QAV 0H- u)H- Ow wnJ a0J Cb WW aW anj ow aOw PLLJpLLpLL LL W aLL F aOw W 0LL O OwF O ❑N2O J J ❑ 2 Q O wOw¢ aOw ❑LLJaWJQ ¢ aLLJ w-� ; u_Ou_woLL co IL � JWOWaOw aOw aOw w�0 o W � WOW a0W LLW 0W NFF w a0 W OU J (1V ❑LLw aLLJ aOW > O ow LL> O o WOW aoW LL aow D 0_ �o o o Lu aow I��' w �� o X aow a w 1/ 0'' w a W 2.0% 2.0% 0 a 1.9% 1.8% O0 Ln 3 N 0 Q tL� 2.0% 2.0% W tL� W CI Is( ce ' a KI '• `O O u w Ot' IOt' z o: IO O aOH ts,OH EXISTING GRADE CD PROPOSED GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE ��0 PROPOSED GRADE ��0 Z EXISTING GRADE llO EXISTING GRADE ��'O CC t\gO t\gO EX GAS(TYP) Gc 1)1°) 1)1°) SEE NOTE 1 O r\� r\� EX GAS(TYP) 0 V, EX GAS(TYP) �� SEE NOTE 1 EX GAS(TYP) ›- SEE NOTE 1 kbc kbc kb SEE NOTE 1 �� I— �� RO wh•` RO AO RO �O �� Z VO RO �O �O -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 U Z Et _OW H 0- 0_ p 6+50 7+00 etg) 7+50 8+00 u) > In In z W U V, • Z Z w ��W a a � Zo Z z F W WO❑F>J�rn z Z (bnV / L. a aaaaaaI- > ❑ JO � H 0 7 U �1- J aZ W a Z O N. W ❑ Ww > c n N Z• W Oro H ❑ O 7 ❑ N U' N Q Z W O W w w.. Z ❑ W j LL OO Lc M W rn ❑r rn Q a 2 r 2 W co ,nj a F ❑ ¢ nj LL co 2 /.-_ w O H FW a 0 _ a O Wrn aaV rn n co ❑W a p WQ 0rnWM O ❑�Z v CC LL O W co W M � r Z co >w I- p Z co 2rn a - W cn> ❑- a aO� Uo F2LU - o O o O a 2r z aN - ❑ W CN N a0 �L ❑ (.0 M M a) p a ¢ O W W lJnnV_ a> o pa v W N !JnL OLLJwa w 2 ❑02MZ d H • co w a m C ov a a wrn D 0 o co J • 00 rim N ❑a ❑ m Uo in oww ❑ U°' 0 aM w bi oa v 0w a wOOw• 07�2 wO7a wLL�O ilWo 0F o NFO o Z UHF H w¢0> NsoNs ❑No a CT) 0•2 0 W N OWLL pO0 "Z Fw� NQ wQwN> � J Ooa ov oa 4po co d w O• co 0C w W N W W Np W - o a 02 Fo Z wQ n > avi> U LLW LL a _ U M rn nNZ ❑NZ ❑ 2 Fo ❑ Z O F r. rn u)F_ OF FJ m p6) wOV _T NO Np W64 X a0> UFF U' LLw OLL w ❑LL J a 0 W wQ ❑7Z _ _ Wp ❑in6) W ❑LL LL p W o Wp Q) p WO W u > U aWQ W�Q V❑Os a) N � Z - LL Ornv rnv 70Zo p w QF OFFp ❑MZ 0 >n OW a0W WOW 0HOU FFFFF_ p F J WO p�6 v y,vv.,FI.Tc HLC' > wN> 7 2N Z U (nN Z -� cn2N0Z ❑mZ n H. QOa W WCn>W Q W-0 a aO W W LU QWQ 0wQ OF O W Q ❑LL CO F LLw 6 ccco(n> a > a > WWQ a > W v NONO Z > W Oa W J pLLJ J W N-ocn IL WOW W O in ' U a ¢ 0LLW a aU W ULL W oLL W OLL_W U > ULL-W r > lilwo W (nHF wQ V,J 0 0LL _ O WH F pFF pteLL> w0> a0W OW o_0> a O ❑ aLLJ CLL J O LL W > OH- F Q O W aw JOU, CC WO W XOW a0W pLLJa0W Z > 2 pWa0 W W(n jCb X Cb p WOW a0 W aO cb o -w> ap> p W ❑LLJ OLLiO w� > a<n> ❑LL CC 7LLW OLLW a0W O aLLJ a0W � W a � a W OLLWpa w w aLL J 0 aOw 0 w w x WOW oww -W _ _ wW�� 0 1' a O � V/X v- W - 0 �� Cr) O 2.0% 2.0% � 2.0% 2.0% � 0nV L C� 2.0% 2.0%o v, �^ 0 Ct 0 ts,PROPOSED GRADE P �� EXISTING GRADE IM EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 61/ �O��LO EX GAS SEE NOTEP1) �O��LO EXISTING GRADE �O�O PROPOSED GRADE 0 0 o Z W v- �Oj9' �Oj�' EX GAS(TYP) EXISTING GRADE EX GAS(TYP) EX GAS(TYP) SEE NOTE 1 SEE NOTE 1 �� SEE NOTE 1 �� 0 V, V, V, V, 0 ty -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 O Z Ce 8+50 O _ 9+0 0 9+50 10+00 CV ��, �� M -�� -�� - a,nti ct,l, w cJ W Q a Ay yi 1- JZ W Z Q � w QZ H Q 7 a F F F W F �� _1 Z /LL Z W z zz ❑ W W w z W - N > > W 2 UOW OO H0ts, � H QZLu a LU Z W ¢ _1�' O a oz 4 o a a o a o ° a LIJ W v o C a DC 2 ix 0 ° co � ° o Z w O 'D w o LL w � LL 1-- 0 oS ❑ Lu o. UF6 �V a a 0V W 0_ Lu N0 tn vD Ls) aN - Zry G - LL OW N Uv - v- LL N nz rn g o 0 ,� ❑❑OJCT) W O O LL w I-QQ) wm 'U o p m a O c 0 7 o, �� a p V 06) A� LL N W a L _ OIL F ib g OAAV W N posNW (D ❑ ❑ o as 002 1-O) 0 wo0 Nrz iO U N ❑ rn J C6O CO copos w Z N W7 > co FibvZ 0 7s AV OLIJ HF ❑Nz CO -.❑wW O w ui O sn � 6 Ln o o o a0 • co 0JV v WM• z a w ❑o0 ❑ r XLL J <o wO v m v cnFQ LL w co v 6) W�n 7� � p 0O W<nOFa HO b v p LL> 6 GNo sr 0 r w O❑ a J W prn X❑cn rn ❑N2 ❑ Z F� O W O ❑ r2 ri ❑c�2 wN ctco a v 0 WO o UO LLW � F- w c0 V ❑N w 0 a _rn W lOov W Ow 0 n M,'2 acn> W,WQ w�O n�2W QN F UOv wQ w�O ❑LLJ a 0> Q 2� ❑ •ZW O W 2a W cov a• 6 6 (.0S Mn 0 FF LLO O LL W > wFOa WFFQ W❑ O W n F_ AV WOW OLLan> n a Z in O W UF (o [N UN cnN Z OFOWQ O F a LL J _., W F_ (nMZ ❑O W ONQ - a LLJ O LLW 0 0 _ aN> ❑_ U 6LLO Wo prLL O a W Q a U> W Q a O W ❑ J ¢ 0 o0 ❑LLJ a0 W a LL O W ( Z W N7a > OF_ OQ OFF FF n conZ ❑o zWOW acn> cnW Q > nH O 0 pH W O W J aW CLLJ LLu)pp W aLLJ 0 0 UOF F O W> O LL W w n> U p LL W tl' > UW 0 0 W O . ry•D Z PV Z 0 Ww> Q W >WQ W aLLJ pLLW a J LL p O C -oWLLw0 aOW p ❑ J Wn> a0 W 0LL pLL (n>C7 w0w WOW a0W LLWp ❑ a O W p wj j Q O❑ ❑ W O W O WOW aOW aLLJ U L 0 0 WOW w a O W WOw aOW a O w a JI�L 00' 0 w wow 0 6� VJZ0ow CC —I� LL OD O O 0OW WO9 o NOS D ° NO' U 0 w xw o p 0 � - z.o% o W0 X p �a W 0 2.0% . % 0 ^ N. �� 1111 ///a 7 CY � 2.0% 2.0% 7ROPOSG WPROPOSEDGRADERADE — PROPOSED GRADE kkbx PROPOSED GRADE — i_ 37660 _ �•• 5/16/2025 /-JO W O- R �� o �, � EX GAS(TYP) a a EXISTING GRADE /��Os !\-.\ EX GAS(TYP) -1XOJ\CO EX GAS(TYP) SEE NOTE 1 -��' -��' �// ///'ll 1111111\\\ \\\ �CO SEE NOTE 1 SEE NOTE 1 � �O� SEE NOTE 1 �� EX GAS(TYP) // / NAL ��\\ EXISTING GRADE � EXISTING GRADE O O EXISTING GRADE t\I)c -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 s 40 50 60 1/27/2025 NOTES: 1 - 1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. 1" = 20' (HORIZONTAL) C S 1 EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. COUNTY ROAD 32 CROSS SECTIONS Q E 1 O 1 0• +' 50 1 1 +0 0 > > Z 11 +50 12• +0 0 in � � �� Ou. z bc IIo� D JW � w ❑ z wZ � z Q w z > W z z_ w w z z a > JQ� � W W 7 W a a ¢ W w6/ W W¢ ¢ w W¢ ¢ 0_ > o > w> F O a a r LL LLM o u ❑ a OOa�v01 wk. O N CO LL O N O o N j N O Q (iO W �VCC LL N CO O WO NO (J V 0 NW p O V wco LL Co LL rn 7Z W W rn ON o r N Z CO OILF _ 0❑ ❑ rnLLrn ' rn a IN - � W LLCOn r >oOrn) OM Q ❑ • W @ rn 0 N c`? 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Z c _OW H 0- a_ p 12• +50 13+00 13+50 14• +00 � > ww (�,O -�Q'�' 0 FY W a' W F • z w a �O �O Z Z z z z z ,�� O J z F Q z F Z J Q Q Z zJ W J W F 2 aa o O > > a • \Z w 2 > > 2 ,-,,N w Q z A� / a co LLI a_ H La aaaaaa z ro A�o�L o LU 0 ^Q w F N Q O p Q ea N LL n ro N N W Z w LJ Q a A�O 0 p d LU 0_ m �` O wON C a 7 U O co 0 Ct OW r 7 W ,- d M W Q d CO LL O rN LL O � � Z ❑ Z Fo ( 6 z ❑ OKNv 0O - W n p ro v0 ( Qrn as O7 W W > ❑ 0 W O o � Oro O o O N WW 0 V• co z 0i~:r- FO N o w o ❑ o o 7 0 co wam ❑ CI, ` i_•�7 rn LLm > N a rn 0 O'\ J a o m w0) 0 J of ❑o 0 ❑ rn LL O Ow F 0F LLc0 W w <- W a CO U o I-N O N K g z N ❑ O o UOLLo °) CO w4v W o OH OFQF ❑,-Z ociQ W NOo LL F Eu)a wo � o AcoAco K 0 rnp s v wQ❑ o pNZ 0 oz 0r ❑ Z nr w ❑ N v H � O . w ❑ Z W an 0W0 Q LL O w o o � N UW_1W0 0 WOW 0 0 o M a w 0 O o LL 0 Z xr s Fq 0o W ❑o Z ro Wp WO (J L- 0LL W w W 0wporn U F- N ~ OFF 0H- OFF W Q 0corn W 7 AACD rn rn d rn LL�O ❑orn W N 7 A� UNz ❑NZ ❑_zcn1�Z O 0z (n�F 0n�F ALL 2 _1 ❑LLJ LLU> \[,'\ LL 0 W 0 W 0 LL O ❑ Z O aO W W O WONV OWF O WQ W WQ OWQ WU> � [�'\ ❑ rnWrn WO LLM7 U OV OFF ❑rnZ 0 J OFFnF- nF- OFF W oO 0 nN- 0 LL OO W Q W Q W O W J OLL W Qr 0_co> U> ULL> w U> ULL W ❑rn Z A'J O U O co p) CO❑ p) O F r ❑Mrn n r ❑ Z LU W Q SD nW W O w - W Q aWQ OWQ WWQ U F O CO W F C OF- wU> wU> C[LL J lxnNZ OLL W OLL W ❑w J O W AL_1 l 70 0 - yc Ora r a W r LL O W O O 0 LL n IL X W(/)> n> LL U> O W F LL > _ W< O 11 W O LLW 0_O WLL O 0 J 0 LL J WOW CC W O W CT)IL_ K a; U IL ❑LL J J OW Q O X n> wLL J LLLL J❑�Z OFF W W > W AQ.) ULLW aOW 0_O WQ, OF_ LLOW w0W LL O W J( O W Q 0NZ ❑NZ a W Q W O W w U> ❑LL-1 LLJ CC LL J ❑LLJ OWOW LLOW aOW WOW O LL W C LL J 0_O W V � OA.N O W U j LI_U>O LLL W LL 0 W 0 �IL a QW O W W 0 W WQ ry 00 w Q LL Jd LL J a O W O O LL w X p w_1 a O W WOW LLOW LL O W X �° x WdW W O W J ° dW 0 0 0 ❑LL K LLJ LLJ - W K Z WOW wOw 0_0 w �� Ct VJJwaw � L\------ 0 ° ^ � 2.0% 2.0% - i O� �� 2.0% 2.0% 0 —0 ^ 2.0% �z.0% 5 "NJ PROPOSED GRADE D OA - L o P' ` CO.^ �O�- P PROPOSED GRADE 1 1' 0 EXISTING GRADE PROPOSED GRADE k90� C PROPOSED GRADE ��0� et' L•� - - "NJ IM KO \— EXISTING GRADE bc EXISTING GRADE EXISTING GRADE �QP 7 - EX GAS(TYP) EX GAS(TYP) �� LLI 0� EX GAS(TYP) ESEE NOTEX GAS D) L SEE NOTE 1 SEE NOTE 1 D to O� ��0x O� ��0x O� SEE NOTE 1 lx OP �?OO O y �� V, �� 0 to -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 0 z 0e 14• +50 15+00 15+50 16• +00 M w0i_ 0 0 o aQ � Q ZJ � � W �� F Z z �Z �� Z Q z Z�Q AA.� 0 AA��F J Q A� W GO 0¢ O 0 N is z ,co z Z W W Q NJ Z O� —I�� > z Wro z zW w z > o u� Et O> ¢0 � ¢ F�� > ¢ ❑ w �� w Q w z W C 0 w a sFm Ww a0 > > ❑ w ce ❑ rna 7 s W > F w u) 2 rnM > LL .1- 0 cLL corn Urn Q Q .(51) 0_ a o z ❑ n Q 0 CO Wco./ I- '1- W v m0 m M a LLM w • o U Z M >a 1- p LL N No LL r 0O w ro W N r LL r o O JZ QLL LL w W r O V CON W ro OO LLcoro LL 0 oOo1-N MmON W � W O Z 0 CO MOo 0 CO M Z M WN 0 ro Fo O O F F LL 0 w O }❑ W 0 O LLO LLVO OO ❑6 Z W ro ro r w rn LL C a ❑o°)rn N Uo F m s F o v wQOF- 0 co w • F (n > 0 w (n Z m F-U o v F v J srpr ❑ a,wrn 0, ❑ Z woO O F W 0 N w ❑ ° ? rnv 0 0 LL NW ❑N rn K rn w 0LL> N Q 0❑ rn cOz Frn wwQ 0 0 J D O O O W (D OO s awrnV ❑ Nvz0FF 0> ❑ro rn o 0ro s Oros wo 0 o F M ❑,orn N ❑ O H. ❑ Z . Ct v ❑ Z a LLO Oo Wj W o J ❑�ZO zO � Z ❑W NU O w UcN ❑N 0 Li_ O cnQ 0 wry ❑mrn NW wO °LL 9Wo 0Z �O miN\ IL O7 WOW ❑LL 0 O Lc) U0Z WO WF O F F OLLW LLJ W O W JU 0NZ �� 2M� N UO ❑NZ • LL OF- A� O wWF FF n WOW ❑cprn❑NZ ❑ Z � OFF Al-., u)o ❑O Z UOOF_ O _ Ix /ND z Z 0W O w > Q W u)aOLLO n OQ W Q KLL W O A nNZ W O WO n t?Z ❑�Z WQ - 00 WOaFF W Q W � ❑IF w O U>OFQ OW�QF wU> W U> aO W UFF - N LL 0 nF~ co F w O W O O W U W UQw O V OLL J ❑NZ � V 2,NiN (n�F �Q W n> OLL F OjF O O1LLLL JWQF ULL W J F1- X 2 N [L LL OLLWWOW F F(1<� OUl OLL W O W Q �° O F F OW Q O W Q O FF cn F F OLL A LL J UJ O W w co> (n N Z O W LLD 0UQ O IF wU LL W LL IF J LLO W W O W ❑LLJ O W� W D cocnNZ LLOW LL OwQ wN AlJI" 0 ❑WULLLLJWwLLUW O W W O W wU>O LL W DL WQW(n> LL(n>0LL Ww a(n>OLL Ww WQOWQw > > WOW OLL I" O O LL> W O W WOW 0 wU LL 17 LLO W w CO w U IL U J 0LLW O O _ LL WOW LLOW Xww LL w �LLJ LLJ 0 w OLLw WQ LLJO O FF J JO aO 0 ❑LL ❑w J LLOw J W j (nZ p Qw Et aOw w� 0_0w 0u-w X wow wOw aOw 0 LL pw ❑ w aOw —IwOww wO ww 8 6 0 W 0W Et iy LL,��0� ��0� LL ��0� a w 'S0� O� 2.0% 2.0% � � ea) "NJ�00 z.o% z.o% D°�O p"NJ \\\��a\Ill I1��N/ / z.o% z.o% z.o% z.o% \\\\O�PD�... h 5. o•.a a' = ` PROPOSED GRADE - OOP P PROPOSED GRADE 00� PROPOSED GRADE OOP PROPOSED GRADE �� _ 37660 �_ "NJ �` OOD - �`(Z)(- "NJ ° �` "NJ - ° �` �T 5/16/2025;��\ EXISTING GRADE ,So............. •• ..•••�\-.\ ///�NAI I MO EXISTING GRADE EX GAS(TYP) EX GAS(TYP) /� EXISTING GRADE EX GAS(TYP) EXISTING GRADE SEE NOTE 1 O SEE NOTE 1 O SEE NOTE 1 O EX GAS(TYP) O TAJ ��OO 1) ��OO /X ��OO �� OO SEE NOTE 1 �� -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 s 40 50 60 1/27/2025 NOTES: 1 - 1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. 1" = 20' (HORIZONTAL) CS2 EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. COUNTY ROAD 32 CROSS SECTIONS Q E 1 + + + + in 16 50 17 00 17 50 18 00 Z � o Co LL _ a2 ~ Co W w H -z Z a w a 2 H ZCD Co \0 z z ,, Ca co- Z 0 co- W< 00 CO J az �� ¢ a ¢ it) ❑ z o 0 in Z Lu (11111 '\ oa < ' Q N a >w z¢ a Co Co w 0 a 0 ❑ O co14111C mo LL O QZ �� MWo O W N ¢ 0 LL o a w OLtia1- O ON08 O co � O O aW co- LL 0, v1 ,Co O o<- Com 0 N Z O z w s 0 Co_ 0, H v�❑ • W Oo Co >w QZ Z 'Co 0 O W0 Co 0 n Z N ❑ O O r W of 0 Co 7 so LL co¢ J o Co h ❑ Uo h o �oa whCe• Q> a QZ >W COZ ❑ os in s ❑co a, ❑ms 0 o Co ❑o ❑ v ao C a s ❑02JQ O wov p z Co 7 Cop w a ❑a s a p m U 00 LL o Co Ooa Wa ❑ms a o ZONV V❑OZW ~0wHO w h z LL�O2 a H ❑ 0, 2w ❑ C CoN HO > N ❑O W ❑h0,w Co a O ❑NZ W CO (0z V a a O OH; W a Co U- LL O Z M 7 u- O W a W p a 0 > N 7 (O d> C N7 H N 0 < WW CO COF ❑ 2w h > h a sLu O H O LL s uO WH W(n Nw O MO vh , o o ❑ ❑ CO p (Cu-LLW OHLL, o O o Hs • W(� QCe J❑ OM WD Wc° ❑ _ � Lu O H O O a,7 � OF- UHH ' 0 ' 0O a > O - aWW¢O ❑WO O-W OF 011�Ww; � WW 0>W ❑ 0_, C CC on V 0 ss MWaFFF W 0 W 0 N0, a Co uN° CO WOW IL a(O.1- U O OLL�O in > u)> aO Q CLLW ❑LL J ! 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EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 20' (HORIZONTAL) CS3 COUNTY ROAD 32 CROSS SECTIONS Q Z 1 El 23+00 23+50 24+00�° �° �° Oz o� Um -�° - - -SD ° SD CO ��i� Z � �� Z i w H Q� H (11111 W W J z W w z W H Lu Z Z > Z ¢ DQ > Q ¢ F d > ¢ > > —Iiz ¢ p z ¢ ¢ W Jrn LL K ❑ z N ce ❑ W 2W LL ¢ QJ vo z m w O N 0 0, W N 2a M W CC ¢ ¢ O F 0a O co ❑ z w > Z o Q ❑ M W O w M > Lu w LL 0 0 Q r w ¢ ACL a0, wo m O 7 M Q\L 0 W • c F WN m \O a C W v W o rn w '° ¢ Q`V QV ❑0,0, co LL o w ui AA ArnNU O w N ❑ w Q'\ W wp ❑�� Os a ° Uoa 0_ s 0_ AU 2co w7� O)O a a ,Drn LL N j o ❑ nrn NGo ❑ w > j p 1-` o LL0 co2 E, ❑ cfl Nz pu - v W N M N Z ❑ O O O - O � 0 �• �O � O (O ❑ N Q - NOIX VI co LLO a W 0 •Z O pNZw�vUZ F Q�V uj M a O ZM Q<V �� LU Z r a O O Q�� Q � N ZO Z W N a � 0 ps aT1V QF ❑NZ co /)(DZ W OQ FugZUCO co LLwQNWO �z wOO C o LLNwp ❑�Z � j �v7 � a b N ��0pw ui � F WQQH v O 0 O � Wr o❑ �V (nZ OW c0~ LU rn OQ � QaOwQ (DI LL¢ O ❑ w� OII J � QLL O O IL F �¢ vFF> LLO OIL F CO w¢ WM ow W LLU> n> CC W W LU F LLMV N �DW w w O Qp7 0rn a ¢ LL I N❑LL LL > O W W 0LL w a p W J QO V �rZ U> r,u"> 0 FWZ O u O F F Lu QW O W 0 > U LL w LLLL J U LL ❑OJZ W O W Et U O LL w0 LL ❑ Z QLL O �LLw W N n Z M M. OLL J OLLw ❑w J a O W ❑w J W O LL O W Et LL J wO w w o O ❑LLJ ❑OaLL w O LLw W> oO NO W 7 W> U U IL F O a pZ W>o coU ❑ 0a O w wJ w O w w O w w O w UF Ww O C LL w n w(n HF Ow¢ w w Q FF o1— ❑ z wcna O w IL aOw OOFF _1 Ow¢ LLOw OLL J 7w o_ FwU O W¢ w¢ U LLU> ❑LL O w¢ W¢ W-O ❑LL J LLU> 0 LL> (3 u_W O W¢ 0 LL 0 c0 zJLLU> LL(n> OLL W W O W LLU> WU> OFF WOW OLLW ctLL ❑LLJ LL co> W O W U W- • UNI Et OO LL W O LL w CC LL J o LL W Q LL W O W¢ CC LL J LLOW WOW QLL CO _Z O dLL J LLO W Z ❑ LLU> a0 W w¢a0 W Ow LLLLO W WOW 0X 0 °� OLL LLOW O° Q° J ( ° 43 �JW Z O W D� LLo W � j CCU-0_ � - _ _ ce -DWW (.93 (.93 (.93 0� 0 �O A w D WAA�° LO N AAN X Vs c CC 0_ CC OZ W 2.0% 2.0° LL � �i 2.0% — 2.0% 0 CC w N '� _� Ct w 2.0% �Lz.O% Cfl _ cC O < N- 0 °� 5^ �°� LL N Q• �°� 2.0% 2.0% Q w °bc 0 Ln - Dt PROPOSED GRADE PROPOSED GRADE v, PROPOSED GRADE v, a P a PROPOSED GRADE Z w EXISTING GRADE °O °O °O °O °° �Q� °° V, °° �Q� °° EXISTING GRADE V, O - - - - U les EX GAS(TYP) v� EXISTING GRADE EX GAS(TYP) pc� EXISTING GRADE EX GAS(TYP) �� `� EX GAS(TYP) } SEE NOTE 1 cb SEE NOTE 1 a) SEE NOTE 1 cb ea) I— �� 0� �� 0� �� 0� �� SEE NOTE 1 ��0, z K.0 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 C.) 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Z w _Ncc _ _vc� _ SEE NOTE 1 -vc� O° �� EX GAS TYP �� "NJ EX GAS(TYP) EX GAS(TYP) (TYP) SEE NOTE 1 I SEE NOTE 1 SEE NOTE 1 D( V, VL 0 ty -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 O z 0e 26+50 F o Ka 27+0 0 F M 27+50 28+00 (�) �� M _ °� z CI o^( W a1° W AJV� ZW W Z¢ I- w Z z W Z Lu¢z ❑ Q ° w ° ° Q z aQ Mm Ww ¢ �O Q Z W z W Z 1- wtJ d >LU W Iri > O wO° z w)tOO v Od > ❑ > � H LD 00 cl, U O O w Q U 2 z zU UOO° Q°Q —IW M CO O a O w O coz ¢ O❑ WO ?N v z ,1- LL q LL ° p ¢ � W>J in in U- CO F 0 0) a LL N ❑CO u� O ❑ o Ov O NM LIJO O M a a o' oa❑M o ❑ OO 6 U Z 00 O V LL N W N,_ U LL w zQ LO V 0 wN W cD N O ° WN O O LL0 O z N (.0 0 - a z .0 2 o U> Z Wri N CO LL ❑2N M COW O M rn LL rn 0 CO LL O W "NJ Ooa Ua, a7 or, ❑o z O 0 O 0 7 W M LL NLLV w Ka WQfv ¢ ¢ M(n N Z co U O OFF U ON A� 2 fV ❑�oo W o KNvWoO OF ❑ �c0 J a ❑O)co 0_ rn O O C 0 p rn Z❑ Wcn K�v o W¢ 0cp c0 co(nNZ W°� C 0, F� O OUQ co n�Z FLL O ❑NZ 0 O FN ❑ •Z W W N a LL 0 o ❑,-co n,-Z /)F Fco co p000 W • LLr.1- 0 > O \UO Kv V ¢O OF WO p co coW WOn cZ O QLL W J ❑aZ OwF ❑N Z W O LL 0 O W¢ w coU> p r Z v Waa ❑ Z F- Z LLO 0 rn LLin J O LL N 0 °"° U - W,nv O 0)IL F ❑LL U Q < W o 4 _ LL > 0LL W U Z ❑WO W Q - W ❑ co O o_co F F ❑.-z O ❑LLJ �O LL w W W��"`) CC co w co V, W >U LLw 0 w¢LL co> ❑ Z WO OW F- LLQ W¢ IM LU ce W¢ O(n> WQw U IL_ Wn>U LLW Qw¢ O W¢ W O W F FFF Lu W WOQ U LL rnZLL J O W 0 0 rn w(n> JM V W N LLO 0(n> W¢ F ❑Mz 0, ❑ Z U LL rn QFF Q (,` ZALL J OLL W U F w(n> LLW O W¢ ❑LLJ u)> UF_ LLQ W (�ffV O FU Faw¢ U w (CD -M co W W¢ W 0 � W¢ FF J d U LLW J LLUw LL> UOv ❑LLJ ❑WOW LL_1 U LLW LLLL J 0-U w W Q W �LLW ❑LLJ J W¢ a W¢ wQ(n>W co> co> O LL w p Z WOW wF O (n _ W N v rn A�LLWco> N // zZ OLLO W d >N ❑LL LLQ W OLL w WOW LL LL J - N 7 LLW O LLW LLJ ❑ J -10 ¢ - F co OW WO LL w WOW a 0 W O 0_O W (( LL Q W F U n> CQco o ¢ ❑�Z n O Z ❑ cow H J 0_O W J0 LL W O W LL En> aJ ❑LLJW.-cw O � Q1J WQW LLQ W OLL LOU] O0_O W LL O W W¢ LLLL AA� QFF W O F pri DJ/ DC CO LLO W N Ow > O 0O 7LL> LLN WU> � na w OLLw 0LLw Qw F �Z 0 � Oo O pLLLu aw ❑ ww O w O wO co �Q 0 JawZ W U O x 2.0% 2.0% `�� Lu Lu LLI LU LL LU � a w 2.0% /2.0% c 2.00 _v X 2. _� -� 0 �� \ 0 �� cC 0_ W . , ��X 0 R R ^ AN.,5 IX% �ti Xw �.a � PROPOSED GRADE PROPOSED GRADE D, cr 0Q = _ � W �� ,` PROPOSED GRADE �e�� 3 7 6 6 0_�.�� 5/16/2025 ,�\EXISTING GRADE �b EXISTING GRADE O% PROPOSED GRADE � vs tsiii -�� EXISTING GRADE EXISTING GRADE �%/Ss��NA 11\\\ �� EX GAS(TYP) EX GAS(TYP) EX GAS(TYP) EX GAS(TYP) SEE NOTE 1 Q. SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 Ix% -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1/27/2025 NOTES: 41 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. 1" = 20' (HORIZONTAL) CS4 EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. COUNTY ROAD 32 CROSS SECTIONS Q E 1 + 29+0029+5030+00 28 50 V) Oz � o�°' �°' °' � -o oo o A�ooI- N I- WQ AA�oo Z Z AR AR w ( Ulm (I'i' Q N Z ¢ ZZ Q W 0 Z Z KZ Z J ¢ p W 2 0 Z 2 Q W 2 W E 2 rn Q W > W W j 0 N W 0 LL ¢ > K W W Q w < ELp W O LL rn 0_ 0_0 W 0 N LL O CrW6 LL N N LL N- _ w ~ Nj W a Q - a-� 1- ZMW W LU 0, 01 03 N. Er 7 K O OY 0 LL N of 0- C v W N 0 LL Z O pO M LU LU r 0 LL • "' O W ❑ NO W❑ F co ❑ UMONM r00 HZ 0O � J O U 0 �VO N O U J N W OM wW O W Oof � OW OO pNCO V co ap8 ON 0 O cow Zo� O w Mo O W coNF NZ LL W nV G OW LaO of 0O W W U 0) i O ❑ W w co LU Q LU /Iw �' U � ❑ rn W�� 0 Urnv C� rn rn Uo oO OH pcsi2 .) va va o JOv �� pa m ~ Uo O _ - � ❑ a LL W Q - =O Na - ❑ 0 O Z 0~ WN WO ((O� n Z ❑- U p Z U 2 ❑ Z ❑ Z ❑ Z - �_ 2 0 w a WCO � (n O Z ❑O Z W¢ pmW O (n-ZW WW a WO O W¢ OLLw U ~ LL ' WO OO WO pNZCr (V w coV O 0 OO ❑�k.cbC6 nN Z ❑ ZpZ ow FO nW O ow O LL 0WOO OAF nF_ W¢ O w¢ (7 W(n LL p LLJ W V ❑N Z !J O 0 ❑rZ ❑ Z F_ WO in n GOW w(n U LL W pLLJ W O W O W>LL U O wF FF W F- J O F 2 U~FII aj IL co pw J Q Ow¢ ❑�z OW¢ 0 toHF Xw F WQ W O O W O WQa(n o wQ WQ a(n n W FLLLU LL >WQ O FOW w(n> LL( wOw WO W¢ U FF n - wn J O LLJ W > a(n> W ' U_ WJ aQO F �LL W O W U C �IL J W wN> O(nLu O ¢ OLL OLL WWw( j LL > 0 OLL W J LLLL J OLL W LLW CrC<LLJ w( > LLJ CCLLJU LL LL LL JLLLL J UOWQ ULLW n> a_ a J aOW pLL Cr LLJ O H CL CD LL> O W ❑ O W O W❑ CO WOW wOW W Cr a O W W O W w O W QW LL O Wla W O W O LL J O LL w O w LL J r9J 0 W O W LL aOWLLOW 0_O W w O W Cr 0 a O W 0-O W Cr LLJ _I0_O w Cr X U �� 0 0 �� 2.0% 2.o% LO a w N O 7. 2.0�—.. 2.0% a0 2- 2.0% 0.4%_ �3.5% Co V. - / V - N W �^ O �^ , W 5^ H Cr ^ Cr (b ,� W Q) \ ea) PROPOSED GRADE a.alb Q j a W �4b °• ',V ',V ',V �� V, PROPOSED GRADE �� 0) PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE Z w 2 EXISTING GRADE 0� EX GAS(TYP) IXq:;bbc EX GAS(TYP) �� EX GAS(TYP) uo V, EX GAS(TYP) } SEE NOTE 1 , SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 U Z Et _OW H 0- 0_ p 30+50 w � > o° 1° ofl KNU CC CC DC Q w wa U ‘- ddddddd LU COIA 0 0 0 Z v, EXISTING GRADE IM %Pc Z Iil v, EX GAS(TYP) SEE NOTE 1 � O U)�°� IA U -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 0 Z 0e CV CSII r CO w CI w 0 0 0 aza ct oowo 0 J a Q 0 z � Z0Z o � 0ctn o Z 0w a020 LU ti • - 37660 =-o 1 •:ist_ ��• 5/16/2025 <v .'/O IIIICI I1\• .�(. s TAJ PL NOTES: 1 41 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 20' (HORIZONTAL) CS5 COUNTY ROAD 39 CROSS SECTIONS Q 1 El 15+00 15+50 16+00��, 0 Zo� _0 ¢ L ¢ � — v, Q Q ¢ -0Lu w R W � W a O a o � D A R z z e,z a � O zN o W _N > �� W ZN WAA� �N Q ❑ ce 0d rn W QZ Z W N LL .- W QZ N Q > >W W M Q >g OAA.J N >W O z 0-- W O r LL 0 0r w W N > 0 N a aO LL m 0ww r ¢ LLre) N H • W < 0 O a a 030a 0 2 ❑ r 0 rn O LL N W m 0 p Q 0 o W g a ❑ a W a 0rn v H w s ,9) 1- w rH , wNO co 0 N LL2 rn) O 7 woZ ❑ N Z W v a LLmLL n ❑ Uo a 7 co v� N 0 7 ❑w roa Oa A� r M com• IX In U z 0 awN ❑ a 0 M Uo w v Wp cr,rWOO � w rn o ❑ rn poCO Q wOr 0 N Oo z0 a a Oov W �7 _N W N W OO OFF O M - µ N WO o01 0 7 0� ❑ 2 0) a 0 •Z Mv w 7� OZ Wo ❑002 xO WM �Dcb a (n Z W dW ❑O O _ MN LLOa nF_ LL U� i � � � a � �W � _a V � • ❑ VZ n F_ LLO [(��,, 0 Wul> J pVZ WOLLNO 07 O OV W Q p ZWM n�Z pN47 nFF Fr N0 M Fi7 Z/7 _ O O _M OWQ ❑NW ❑NO WW 0 W¢ OF uJrn ULLWU W O nFF pF- ❑NW _ a WU> WM O❑NV ( O Ow LL = J WO ❑mZ W O Ac OW UZ Wra ❑W(O O 0-co O F F- > WQ W an> ❑LLJ W r F02 ❑O Z 0W -D M OF_ WanLL M II ❑��Z OF F OLL W W¢ OW¢ OW W > N n O Z O W W W O W (/ FF OU> WU DZ, 2 W O ❑LL U nF W O O F0 ❑ Z W Q ��2 Wp � J �MLL J W CO> Mw> WWJ OWW a', ❑�Z WO WJ OWa > awQ _ wQ Wp W n> 0LLJ p W F At WOM OOLLW ❑CILLLLWO >> [�, W H_ 0 � O Na OwO ❑ J "Y, WO o IF WOW AA�J OW_ pwa n> OW¢ C � (nH 7LLW �LLOW WU n�F U 2r A�aO W W OU-eW AA�J UF_ W a nFF jdW OLLW LL / j OW¢ pL 0 KLLJ OLL ❑OLLJ LLU> WOW pLLW OW¢ O W Q /77z -DcwU>O�W FULL Lu a ❑WO awUNI Lu a0 W W O W - aWQ WU> OW< ( AZ,�aOW a aO W CLL-I W W ❑LL_I aU> LLU> NOa0j ❑ J U n> 0 U-w X > UwMJ µ WO W 0 LL AONNOww w QLL J WOWOww aOwOww aaww O W ww �OW Wa a aww W � LLO W OW a W AOJaww V` d0 W LLO W aOw O ¢ff � 0wW� O I 0 -0 w X 0 0 V, 03 w 2.0% 2.0% Dc- O _ ce ce a _ 0 a K 0 0 a �° w e� Xv, a a �� W RO z.o% 2.0% O o z.o% _ z.o% w z.o% z.o% , N R Co X �O�D �� H cfl k":.) PROPOSED GRADE Q W PROPOSED GRADE Q \ EXISTING GRADE EX COMMS(TYP) EXISTING GRADE 7 EX COMMS(TYP) �c° EX COMMS(TYP) 7 EX COMMS(TYP) SEE NOTE 1 SEE NOTE 1 PROPOSED GRADE �Qj SEE NOTE 1 SEE NOTE 1 �O�O EXISTING GRADE PROPOSED GRADE �P EXISTING GRADE 07 CZ �� 0 EX WATER(TYP) _ EX WATER(TYP) SEE NOTE 1 EX GAS(TYP) SEE NOTE 1 n nj O EX WATER(TYP) 0 SEE NOTE 1 alVl v, EX GAS(TYP) EX WATER(TYP) _ EX GAS(TYP) SEE NOTE 1 v, } SEE NOTE 1 SEE NOTE 1 �� SEE NOTE 1 EX GAS(TYP) �� Onj O� �Onj �� Onj ec•W 0 SEE NOTE 1 �Q)nj Z D -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 U Z ct _OW H o- a p 16+50 17+00 17+50 18+00 (1 > F F , a , F °°° / - f° o uJ Q Q O • � WO° N Z Q NO° Q J Z Q W Z Z ¢ OQ � a ¢Z J > Q Q ❑ 2 _1; Q ¢ k.Q�J Z Lii W a 0 Q ZJ W a ❑ W >w W > > - V, W Q Q a rn z o LU ❑ °' H �� ii p H a K a 0aaaaaaaa 2 O cn 0 a w rn Z O LL O Wa N F O W W a> w W m AA�� F > 7 W w O F ❑ ❑ W N W a ❑ O 0-: 0 M d LL CC) W r V, 2O O ❑ a a O `` w ❑ o w F _ OoO 0 � O r O o .0W pW w .0 a v rn O cc, a a O a n o a, w p _1 oa (p co o z rn aa o ❑ rnJ o c. (�(V LL co UOa F W VwN M n �u w 0 a rn a U O rn W w 0 V p a f Er Uo aM ' o ❑MOD6 r,:,J C/ co p N W W (f W p pW °N ~r pz n NZ O O rn w • 0,Ca v U ~`n p w OM JW Hp7 0 A.J O ❑(0rn ❑ rn _ Co ❑oZ z ❑ rn ❑mrn wr 7 (n Fn ❑oZ uiZ ❑Mrn -wD ppzx _ V i � z o LL V ❑ pa WO WO (/� (n M WO O LLMO W(f7 ❑ Z Z0 ❑W p F Wc0 W(D J W M7 M O ❑7M 1 ❑NZ O J LL p (n _ OF ❑ Z Np Ury ( (V O❑N0 a E00, U Z Np W W N p n N Q fa' U 7 ❑77LLpUFQ OWQOW¢ U ❑WWjOOilr _Z ❑O_Z pO 7 U (n FFJ p F ❑NZ N Z O _ OwF LL O OFH IX wM❑�Z nNZ UO ❑ Z J li= pZ O ~ OFLL � a wOan> wQ J W cf)U> pU- p2 W OLLp p w¢ wQ w�O OmvOFF an> U W O> O~- / F F x o v, w p WQ an> WU> (nF- OWQ wQW p W p Wop U W(n> nFF OLLw7 U> ❑.-Z OLL wKLLJ UFF W a OLL W OLLw pwF W¢ Z nFF wU> OLLW 7 W w OWF a 0> wU>UFOW¢ OFF c.9w OW¢ Ku_ W ❑ ( > aO ❑OJ W O ❑LL-I JWUOUw WOa WW O¢ Nm7 OW¢ W > a cU ULLW W ❑LLJ LLQ OLLJ �LLJaO W aUaUj LLO LL> j p � QO W¢ OW¢ UFO WOW OLLW OLL pFF aw> LLW aOW WOW p OLL LL _ A. aUj ❑OJ aO W WOW Q > a W J aOW WOWo> Ww> o> WOW Ow OWQ aWJMU__, Wa 03WJ WWJ aJ OF V` OLL( ZLL Ow w Ow LL a > MOW MOW wOW WOW a O W a O w W(W; aw WOW 0 aWJ ❑LLJ WWJ a O W OLLw LL �� a O w O aOw wOw aOw0 LLLJ ❑WJ � wOw wO a O w w O wO- cr O OW aVO aw � IX - - a 2.0% 2.0% - 2.0% 2.0% � - O 20% 2 cb Q� � Xw aJ � Q W 2.0% 2.0% PROPOSED GRADE PROPOSED GRADE O PROPOSED GRADE 0 k(t) X Q EX COMMS(TYP) V, EX COMMS(TYP) PROPOSED GRADE SEE NOTE 1 SEE NOTE 1 EX COMMS(TYP) EXISTING GRADE ,, EXISTING GRADE ' SEE NOTE 1 v, _�� _ 0,...,,,,,_,_ II _�� _ EXISTING GRADE r — _ IA Z °D� EX COMMS(TYP) OD�t ODD 0 �c SEE NOTE 1 �c �cCt 0 EXISTING GRADE -Iii.,9 EX GAS(TYP) Dc EX GAS(TYP) SEE NOTE 1 �Qj� SEE NOTE 1 EX GAS SEE (TYP) EX WATER(TYP) EX WATER(TYP) SEE NOTE 1 EX WATER TYP v, EX GAS(TYP) _�° °_ �� SEE NOTE 1 �� SEE NOTE 1 -D(� �° SEE NOTE 1 �� EX WATER(TYP) V, V, SEE NOTE 1 IX IX �n�� n�� O "y, QjO� QjIX O� QjIX ,,`° Q�� 0 0 to -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 0 Z Ce 18+50 °� 19+00 19+50 °� 20+00 °� CV Cr) A°°� -�° A°°� -�° A°°� -�° w o o 0 V W V, z F � Qzact J ,..20, A00 a Z W LLJ Q Z _ Z W - µ Z W W U O O O W a F R ❑ J Z Q z a Z W F W Z > Q O 5 ix. ❑ V W W (�O > W Q W . 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Drn w wW W p O F 0 v w O W rn • W 0 u'1 W F`- 0 LL r W N 0 F M N LL _ W V W O U a Z W 7 O O cpN c0 w w rN W O W U' LL J a' V ❑r W O 2 ❑ . ❑NO J n. ❑r C LL O 0 J W 7 O_ �O FF W¢ U a W W o r o 00 0) V FO ❑O2 U V w 7 O O� Ma W N 0 r rn D w •On aM7 Uo LL N O w W(n F U> U O O U' 7 J Oi N 2 LL F 7 a LL J 0 ❑ Z F rn W O ❑r 0 o O F 7 W V 7 rn A W F O N H O F F F a a 2i Z Z 0 > ❑ a r ❑.-Z W O O N - N O F p 2 a C7 N w ro a r°' C`J .n .n ❑ Z O p to (�W rv‘mi aO W O W F OFF (n O W N (nMZ QJ F- ❑ W U Ow¢ w W a WHO U O UNZ U O U LL U FM2 W M(0 W N N Z w�� O U U W W W aO W W O W W O W W W O W W 0_ U M ❑ Z rn ❑-Z W W ❑ rn ❑ O Z W O p w Q W p LL nj Vc0 W J O O V F W W W /��O W (n J ❑(D 2 ❑ Z V Q O o O O Q Q O CC LL J (n LL O W ❑�Z x 'V (n O O LL> OFF p F F w N U> U 0 a'c 0 7 r ❑N 2 x (n c: 0 W p W a O LL w ❑LL J O O N AA� O W F W a U> F F F O F ❑ J OW<F (0 c0 O U r W O W F ❑LLJ W'W J X aU> W W Q O W F UFF LL p ff N aUQ WOW O LL> OLL W O W F O W¢ LL F_ O W F W O W a vp ❑ Z fnFF LL O ❑�z pF F ¢ U au-_1 W p W W a U> awa p W a V OLL W a'li J ❑LLJ a(/J� aU> p W Q > a(n� OLL W POUi IL-O aOwa OF _O w(w�> J OLLWWO W aOW W a I—pWJ OWw (n> WU a'LLWOW OLLW OLLw WU> > pLLW W'LLJ ¢ O FOhUl> W(n O C7WW U a'LL aO WOW a'W J OLLWQLLJa'LLJ LL J QLL i aOWaOW a > WOLL in O OO ❑Lu OWOU-waOWOO LU aow dOw x aOw aow wow O aow aow wow x a R �000_ aow R O J w 0 W cc w W, a a O U U C� O� 2 2.0% �� a �� O O 2.0% z.o% z.o% 2.0% p \\\ / W \\\U\III II////// W X Q 2.0% h h \O . DO l/ X �Q� w2.0% �Q) PROPOSED GRADE �Q� .,. 4J� PROPOSED GRADE 4J cc 4J _ O••, _ PROPOSED GRADE O Q �c� KO X PROPOSED GRADE �� EXISTING GRADE Z EX COMMS(TYP) EX COMMS(TYP) 37660 EXISTING GRADE SEE NOTE 1 EXISTING GRADE EX COMMS(TYP) Gj7 EX COMMS(TYP) SEE NOTE 1 _ SEE NOTE 1 -pc� SEE NOTE 1 �� EXISTING GRADE ��'• 5/16/2025•:��\ _§bv` _ _vc EX WATER(TYP) _IX ///////II1111\�\\\\\\\ Dc� Gj� Gj� SEE NOTE 1 O� EX WATER(TYP) Qj Qj �c EX WATER(TYP) �c �c EX GAS(TYP) EX GAS(TYP) SEE NOTE 1 EX WATER(TYP) EX GAS(TYP) SEE NOTE 1 SEE NOTE 1 �Cp SEE NOTE 1 �� EX GAS(TYP) SEE NOTE 1 Gj° SEE NOTE 1 �° TAJ �� Q� �� p L % �Q� ��° SEE NOTE 1 �QJ ��h° �QJ -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1/27/2025 NOTES: 1 - 1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. 1" = 20' (HORIZONTAL) C S6 EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. COUNTY ROAD 39 CROSS SECTIONS Q E 1 + 21 +00 + 22+000 0 20 50 �� b% 21 50 �� Z e Li, zzz itill Q Z Z w FW Q fUGb J Li, qQ Z W w w w -Aµ; z w z W - zZ Z w Z _1 (% Z� J ia ¢ ❑ > a 0> ❑ w F z J a W [z J > Q O w ¢ eel I I I:II C O3 M LL F LL > ZO ❑ C ` Wd � O W Co❑ O ❑ a (1 W ❑ Z W ❑ cz) 0 Co !1 K V Co LO w ) q d Z CoLL r Co w W W J U W Co O I J q a N O W - F Qp Wa m CoO (0 N _A� � O0 w61N _ W • Oin 0_ a U if p M O aof O-0- w 1 I ❑ Z O ea WN N m oN ❑ ❑ M = O N 1 O Co w ❑ 0 6F Co aMCo N ❑O Oo ° ❑ Coo I- , E ❑ 0 2 J N CO E Coo a V, _ ❑vz 2O 0) WN� UcoZ co ❑ f a a O CO m a*._ AN U❑00 W7 7 Co .O�Z O O Nco WM 0 I,M Co O a O W p❑ rn m corV ' A� ❑�Z W • O n )Z LL O UO7 ' •pz• Ern O� CoC N NnZwO NO AA, LLpLi_ • OLU E- ❑IL Z NCoZ W ca ma ❑V Z O m a W O N Co Co apW wOOo O w NON Om I—V Co n LL O F ❑ Z OC E O • p • C Ql^ppE�� 0 ❑ ZUZ _ OE w0F v O O a E c/ F o CoO uW !1❑�Z _ 000 U W a waNZ� W p a NU OOW Mmp n _ Con J wa Q O ❑ ZW O ¢ U ❑ •z N Z W r-0- WNpNp OWa Wa w ELL cLw> wUa W(7( (O - 0 O w 0UFF OW� L �oON w O p I�Z u)EF LLE 0O> wU> OW OE ❑mZ OLLW W¢ W U a > ❑ Z OF_ W O❑LLJ �WW¢ CO ❑O, OJ OW W LL W aO> OLLw OLL W q�_ W > U O _ EOWOan> Wa WO aJ ❑LL WOW u_> a LL_I a> pov 0Oa ❑LL J - O E W O OWQO Wa LLJ ❑LLJ OWw aLLJOLLJ ww> pE aOWwow O WOW Ow aOw OW 0 mFo O w¢ r Z p6Z�> w O w 0W¢ w> O _ > wW a O w w O w J O O W co O 07OLLw aW> WU EE OWW OLL K OW W¢ ❑ a ¢ ULL aLL> a0W UO JW awa a o W CoK a O W OW OF_ w!np ❑ Z O�ZLLJ LLJ ❑LL > a O W WOW X 0 O0W wow O W a LLJ OUW aW wOW W O W OwW X aLLJ Wa pWEWNp -NO W Co aLLJ Co LLw Owa >Ow Co UO QLL w>E pwE¢ Ow o_ pi Zi Dc Dt % OW Q aOO wv >Q wx _ _D, Li, LLOW EtLLwo- a w O• - aOwwow Cop LO P - Q� j NO�� z.o% 2.0% Coa CpQ CoO 2.0% z.o% Nz.o%0 X ' Q w Q L./- . PROPOSED GRADE Q QW PROPOSED GRADE Q 2.0% 2.0% V. IX O -PROPOSED GRADE 4Q Q4Q EX COMMS(TYP) Q4 EX COMMS SEE NOTE 1 Tt XQCO EX COMMS( P) � CO� � EXISTING GRADEQ PROPOSED GRADE /)( ) p� SEE NOTE 1 CJIX EXISTING GRADE SEE NOTE 1 Co� I- - EX COMMS TYP -�Q Z oPQ EXISTING GRADE SEE NOTE 1 ) Cw r1 EX GAS(TYP) �� Q � G EX WATER(TYP) _�c� V EX WATER(TYP) �q SEE NOTE 1 �Q� 0 �- ��- SEE NOTE 1 A ��L EX WATER(TYP) 0 4J EX GAS(TYP) SEE NOTE 1 �/� `IVI TcQ SEE NOTE 1 v DQ EX GAS(TYP) �Q EX WATER(TYP) EX GAS(TYP) } O SEE NOTE 1 O SEE NOTE 1 Q SEE NOTE 1 Q�Q �Q� Q�Q DcQ� Q�Q �Q4J Q�� SEE NOTE 1 �Q4� j F F Ix D -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 Z _OW I— o- a p 22+50 23+00 23+50 24+00 . > ww 0 II > o w¢ o Z Co2 C !JU Jbcb J!J2 W E W J _A, Co _A`Z z -D, Z > -A, Cb- Co FZ Qb aw w Li, a iz aaaaaa W Qb a z a > QQ Q Co QCb- � w z Co �� w¢ zo o a � Q w¢ Co � 00 CO tli L.U ¢ > Coo Z a 2 m 02 p w Ctza J ¢ J Q Co ¢Co Co ❑ Co Co Co Co > a0 J W O E a1- w Co a LL v E Co 7 � 0 in ❑ M ¢J O M a Co Co N 0oCom a p Como CoLL Co LL Co V)O v Cow Co w w 0 a, w a,a J °N 2 > 0 N Co 'n Co E 0,, 0 o pM w Nq ❑ : Et O^ Co wo Co O 'I' co ‘aN N Co Co Fe coo ou' ❑ rnCoJ N w Co ❑a' Co u- o Ern ❑o Z ❑ z n z E ❑prn u CoCoE � � O 0 ? mm ❑a m O m F-�z ��0 CowNp LL N CoO 0 Co NC u ao� ¢ a wu0) 0 p 007 = z s O Co 0 mO mv Co Coa s a N 0coO IX pN0 Eco J ❑ Co J I- Coa E O Co EO FFU Cow LL o V S O �" pma LC, U OCo Co • o� � Z 0 CoE ❑N O CoW a s /)rZ U O v O E O W CoaOwQ LLNO A� ( mo v CoUoW p m CO M O WN4ONO 0 O LL O WN jp •• o V m ❑NzN 0bb Eo cc ❑ o o7.02 w O 7w v' o z CI NnO WNOLLNp _�LL N o OE Qj wOP oCZ ❑ •z Co w O OLLBE pm0 X z O W a O> pmrn o nbmozN p p E LLrO❑6Z pE v rn p npHF O �= ❑� LL ❑ .. 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Conv ❑ern Ou_ [tww Wns �LL w¢ ❑LL > wOw U ap> XOLLW pLLJ Wp OLLw Wn>a OW OLLw OLLW OW Ho W N o O J W aLLJ LLJ ❑wJ pv UOEN Wo> WOW a(n> ❑LL J OLL W Z w LL JW O W CC OEE 0Ww J 0_0 W OwJ MOW a0W WOWCC J O LL W O W aLLJ mO UEE a 0W a W> DaLLJ O W •Z p0Z W mow a0W W aOW O F aW¢ aU U WOWaOW ❑ •Z O w 0 ❑LLJ aW o O LL 2 O W _1ow CoOQ > OLLwK Co a O W W¢ aJFWQ W O> �LL aOW V,\OW aU> W CllaU> OWL �LL a ❑LLJ a0 WOLLW ❑LL ILJ X wOw co \ / a0Et W w wOw aOw Q QQ Q Q QQ QQ Q Q �Q Q QQ- - QQ- �` z.o% z.o% z.o% z.o% 3 2.0% 2.0% < V) z.0% z.0% �` 0 -�- 0.5% 0.6% Co - 0.7 X ca La X PROPOSED GRADE X PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE O 11 EX COMMS(TYP) 4° EX COMMS(TYP) 4° EX COMMS(TYP) 4JQ EXISTING GRADE EX COMMS(TYP) �Q O - SEE NOTE 1 _0 _ SEE NOTE 1 _�Q _ EXISTING GRADE SEE NOTE 1 �Qj SEE NOTE 1 �Qj `} IX Im�EXISTING GRADE Q4JQ EXISTING GRADE IX IX n Z IW EX WATER(TYP) �1 EX GAS(TYP) SEE NOTE 1 EX GAS(TYP) EX WATER(TYP) ° EX WATER(TYP) EX GAS(TYP) EX WATER(TYP) SEE NOTE 1 <09' SEE NOTE 1 SEE NOTE 1 4� EX GAS(TYP) SEE NOTE 1 4�`1/ SEE NOTE 1 SEE NOTE 1 4�`1/ O �Q<0� �Q �Q<0� �Q �Q<0� SEE NOTE 1 �Q� �Q<0� �Q U y -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 0 Z 0X 24+50 25+00 25+50 26+00 . CVl / , Cr) E w Q F a J E H (n S iii Et - 0 W Obtb btb O- - z Z - Co > Co - �b- O�Q - Q Co co% ¢ Li, QQb Q WW� z W wo z ` ix iiiO Co a U¢ E. > Z Z a> Co Co j MO r LL WF LL M Z W > OEw w O L. > C ❑Z Co a CoW CoW Coa Q w o , OWEwMp o LL 0 z Zi- 0 Co W Q Q VOw O Co 2 o Co Co 2 Oo Cow _, EFw > Q w Co m 0 o 0. ❑ LL Cow Co 0 ❑ ro 0 p m m J 0 u0 E N ❑ N O ❑w 0 p 0 w W � Wm ❑NO Co ❑ O E ❑ aW W> ❑ J J W O JIx J CoV N a O LL0m w M O ' N ❑ l A^ > Z Z Z O LLW W O W �OO Co O wo a c‘i 7 `x W„,7 O7 c �O 0 Co . Om N 0❑-0-O O Co CoO m m ❑ �O ❑ O a W u?v -N v po V a� a> (7 LO J 00 J wnw Euv OOv v ❑6 2 ❑MZ aLLJ p N I- W O E� 000 ❑OO ❑ -� o E7 WMO MznMZ J QQ w Lu -�WO O -� o o _� W J O, o,_z wm2 0OZ I�Z EF tc Co Co Co OF Dc 7 i 0 C I N Fo ❑ O7 co J m❑mo uO ❑ z Nz wm� wm� O�7 � O HI- Q LL N N Et Ow � ❑6� Coo =m v ❑mo ❑ NOwa Oz om wm tyOwa wa p a a� Q wvv o o�v Q�_ WoLLmA woo LLrO ❑N-z pz x •z coQ OLL p LL E EE EE aw> 7O rn ❑Fz � OO ❑ �a > w�> RCoE Z F ❑ Z nz KOzwp ❑ z 2otQpt uHFow¢a OF HF OAF CoO wNpwa Ow wapOWHF n F-w Co ¢ pw nMo OLL Qp O w¢ O Ow Ow wwa aa a oLLw 0 WILF 0_LLJ W E K J a O 0w p omWoO • oOw W OLLW ALLw W w w W aow ❑0M O Coa CoO Co aWLLp W O tZO> a U> a aLLJ ❑LLJ CoLL ❑LLJ WOW WOW 00 mF LL U�F OIL- OlF Ow a ( �E LLoLLJ ❑LLJ LLJ ❑LL X OLLW ow W O> W L a0V Uo7 Ccna gyma ow¢ OFF O w¢ VW¢ a n> OwQ O WE Z _Imow WOW UOw WOW Co aLLJ OLLW 7LLw Ow WOW aOw WOW 0 oz❑- Z ❑o Em Loz Coa anw wa¢ aLL> wLLW wLL W O u_> waomwo oL,' z a w LLO p 7 7 a wOW OW ❑LLJ O Coa W O o 'O 0 aLL wowO aow wwOW Co Co oj Oj owf ow f o ❑LLJCOw ❑ow aw ww O 0 ow< W w > > 0 wow w Lw 0a a ww aw w wQU JU Q dO w a w w X CO a QQcO w cc) w Ow Ow ow ow Q a Q - -Q Q X Q U "llll �z.o% Q w q� 0 R \ l � /Q� z.0% \ ' ..o.s% 0 'X �_ 0.9% w 20W 2.0% �- ..PROPOSED GRADE 0 1.3% O iZPROPOSED GRADE N.Oww IX // PROPOSED GRADE '�� 1.3% 37660 EX COMMS(TYP) Co EXISTING GRADE J EX COMMS(TYP) CO CO CO SEE NOTE 1 4j EX COMMS(TYP) 4J 4J EXISTING GRADE �Qj SEE NOTE 1 DQJ _ SEE NOTE 1 �Q PROPOSED GRADE �Q� �-0 '�= �� h� �� EX GAS(TYP) �0• 5/16/2025 ,ivy Ix �Qj �Qj EXISTING GRADE IQ EXISTING GRADE SEE NOTE 1 j ••, :��\� SSIONAllllll�� \\\\\ EX WATER(TYP) EX GAS(TYP) EX WATER(TYP) v �- -� EX WATER(TYP) pL EX WATER(TYP)EX GAS(TYP) SEE NOTE 1 Q� SEE NOTE 1 SEE NOTE 1 Q� EX GAS(TYP) Q� EXSEOE NOTE1(TYP) SEE NOTE 1 Q�� SEE NOTE 1 4j 4J SEE NOTE 1 SEE NOTE 1 4j Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1/27/2025 NOTES: 1 41 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. 1" = 20' (HORIZONTAL) C S7 EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. COUNTY ROAD 39 CROSS SECTIONS Q E 1 + 27+0027+5028+00in _tic26 50 �� Oz > > p j > >F l um p IW Q.Oµ Z aW aw aW zw z F zQ J Z W Ai w OJ > Ui W Z Z ¢ jC Oa Z a a a a a Z a a¢ I- ¢ W 2 < a g 0 H ❑ Z w O -h'�� F W z LL �� W r LL r LL N.. K > ❑ W N N FzN O _rLL O O a ro LL N WN o O N O W N z C N pi❑ > M u M w m o8z N� rn Z a 0N 0 oQ mAN(? Ow . a ❑ el > ❑ M j w w(O up co LL ❑ N Ua) A.(b�O LL o O ,I M z aN Nv ❑ V N 0 V 7 o I- a 0 V N W V .1- 0 FN U W • W (O❑ 0 .�C w N Mr wV LU up LU V • N m up ON W VCe W La O N I ❑ 0 O OrnN. W N O N W N N LL O wOW O W OV 7 W 7 F 7 � NJ V 0 N CD d W a N 2 rnO 0 O � 0C 0_ N LL f gymW e 7 W m 7 I U N W N N W N F N N OO v m O N rn w rn 2 rn rn rn 0 ❑N N N LLN N ❑ OO LLW� UO� v7, wma La ❑ N oo rn o) ❑ V ' a Qom Oo rn WNv N in •71- UO O gym W�� mom ❑ V ❑Wz O V ❑ozi � = V W7 0 LLN 7 O �zM COV UO C� EmZ ❑-Z ❑NZ MO WN7 FO ON WM h'7.; O �O' ° O Z WpWMpw MO LL IL F > ai �ZFOZ �Z ~° Z❑ Z !nW ❑ Z ❑�Z / (/ r ❑�Z Z ❑ /7 - (� DLL MZ❑pMw MO LLU O W OQO Q (nQ j ICD W p LL O O LL O OZLL l U WMp p nMp O vF n O UMZp W0 QFOWQF OFF W U-QFF w an>Q O W Q LLILFO _ OF OWF W W OW W 0)> LLa)> au)> OLLJ LL `/),F O _ O F OF OFFF U OZ UW_ _ OW Q W WO WQ LL J> pW LL> WQOWQ wQWQ a OU-W OLLJ OLLW ❑ OWa wQWQWQ wQ WMQ WMO wQO W~- WpFp OFF > 7LLW OLLW LL>WQ > LLo > WO> WU> LL0> Q n> O > WN>W > W / > WU> WW> ❑LLJaW KLLJ WOW LLLL LLN> Uj Qn F QOFF Oo> OLLW ❑ J JUW ❑W Mu-_, WOU>UWW OLLW ULLW OwW LLW OLLW OLLW WW LLLLJ WOW LLOWpLLJ WOW WOW J ALLW fVJ J J WOW MOW MOW 0LLw ❑LL d ❑LL ❑W OW OW W a LLLLJ w WO FWD UWW WLL LL ❑ J LLLLJ ❑LL dLL ❑LL KLLJ QLLJ dLLJ ❑LLJ LL O W W O W LL O W ❑LL J O WOW W LL> 7LLW A,Q)OO LLwWOW WOW WOW ❑LLJ WOW UOW aOWWOW WOW LLLLOW WOW LLOW WOW _ N�QUO W O W pJ OLLJ ❑O JMLL WW WOW O li W -tie ` 0- O mowLLpw m 4° J LL 0 O ° 0 _I d o ° LL 0 ° NJ ce X 0 X ( W 0 X A�`Co X W W J „JO W - NO`'J W -- 2.0% aj Cfl o ce _2.0%�- 2.0% �Gj� Lux O W �� I mo— 2.0% —_ 0.8% PROPOSED GRADE $2j �� Q Cp 1.2% t` Cp �` -D` �c�� PROPOSED GRADE Dc�� _- 2. / —� 2.0% PROPOSED GRADE �Q�� EX COMMS(TYP) --..„,.." 0.9% SEE NOTE 1 PROPOSED GRADE <j9/ EXISTING GRADE EX COMMS(TYP) - Z EXISTING GRADE I— EX COMMS(TYP) <0'L SEE NOTE 1eb CwC SEE NOTE 1 EXISTING GRADE tc EXISTING GRADE G EX (TYP) CC �� SEEEE NOTE 1 <09/ �� _ EX WATER(TYP) -0 _ EX WATER(TYP) pc-0 _ -tc� 0 �Gj� SEE NOTE 1 �Gj� EX WATER(TYP) O�0 0 EX GAS(TYP) SEE NOTE 1 EX GAS(TYP) EX WATER(TYP) } �c �c EX GAS(TYP) EX GAS(TYP) SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 Q�� SEE NOTE 1 Q�� Q�0 Q6�� z D°' D� D°' D� O -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 U Z Et _OW I- o- a p 28+50 29+00 29+50 30+00 u) > (1CO� w w A J ZQ F W µ J z Z Z J Z ZW J ❑ o a w Muj Q Z F F O -J Z A O O > W Z � ZQ O 0�O VJ� Z a g � rn LL r Q z Z > N W Q QW WW ( O N (OO W O O 71-Z LL a z I- rM N O W a s a a a as QZ wAt1J M z O rn rn Wrn F J m OM W > 0 o . ❑ r w 0, N N � Q N LLN N I�V WV W W • J N w w❑ MUv m F f U_ X WCO• F Z F,- OU O n n •Zz Cr)C 7 O M ❑ N N N rn O ZT) U O N U o n// w LL N o ❑ O �c o N o O WO WO ❑�o ❑mrn O O.1- w 7 O a 0oZ> KLorn ❑oZ W CO H No w - pr _0O ❑Naw WoO O - OFF L. O w � w � o oN wp wwMNN• w❑o OZ P- a CS,v Wop _aWFoNcZ OF p)7 mom Oco V co NC O� Cco❑NrnU N W M N •❑NZ U IL wtnQ W O FWQF O ❑N ❑N Z 0)ryM ZpOWQ ULL> Wn> WU> WNO W O LL _ ❑NO W Ma UFFOWQ O❑NO WFFOWaJ H FF O O W Q N O wM ❑ry0 ❑ N wO OWO> ❑W W ❑ w ❑7 LL X WNWQ- OFa- Ow ❑NZ LL 0 O W a WNO F N O 7 OF_ U> ❑MZco v J K wO O WW LL ❑ Z O LLW QLLW LL -F OFQWN rn OW W J N wWJ PELICAN LAKE LANEU W O W LLO U WOW W X w OW w > W O W w 0 LL > LLO W O W LL W ❑LL O Wj U O WM W > WFLLINOv OLLw ',HI- 0 LC) UWW0- ww Ow ¢ I_ aWw � ��a row_, o�J wwWLLWaW Mp O pJ > -�ao o LL ewLLF J J Wow 4 MLLW M W J p pw J w O w � 0❑NZ L Wp LLOW W Q P PELICAN LAKE LANE 0 W O w WX W LLOW pLLO > % ❑ o W O W 0O a �4D �Co o 0 z % - 2.0% zo% 2.0% Et 2.0% a � a Ss WX a l l 2.7� �� PROPOSED GRADE q0 � �2.0% <09 <j� �� QQ PROPOSED GRADE l � v. EX COMMS(TYP) . EX COMMS(TYP) EX COMMz %TYP)PROPOSED GRADE G09/ SEE NOTE 1 SEE NOTE 10 SEE NOTE 1 Z �4J� EXISTING GRADE � EXISTING GRADE 0 EXISTING GRADE O EX COMMS(TYP) 11 SEE NOTE 1 1).((e 1).((e 1Cbt((b ezz— IM EX GAS(TYP) EXISTING GRADE ��c� SEE NOTE 1 Z 0 -0 LLI �c� EX WATER(TYP) EX GAS(TYP) EX GAS(TYP) EX GAS(TYP) EX WATER(TYP) SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 00 SEE NOTE 1 SEE NOTE 1 �t� EX WATER NOTE P1 �Dtb` EX WATER NOTE P1 c?b` IX 0 IX 0 to -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 0 Z 0X 30+50 31 +00 31 +50 32+00 CV Cr) > > p > q'Qj -�c' z p fOLL, F 0 I- 0W W W Q QZ Z zi- W (� Q EtQ Qw Q W Q Z QZ Z W Oz Z J J Q Z W p W ¢ E 0 EH ❑ ¢Q Z > a -AfO W w Q Q -AOfO Z W -AOf1 W Z W 2 > O z w0 Q (P- J ❑ rn mM Z Nw a �O >Q az z N ZO WMr F W CDC) w W W a N CO O F LLNN a ❑ M 7 UILI 00J J FLLWDZa d) ❑ MI� 7 MN FLL N O I�N W W M ❑ Q Z ❑ N O N ❑ N 1 • 0 n QJ WJ Zm W Z 7 o > zWv0 0 a) 0 O ❑ O F pN ° LL O OI� 7 LLN O N 01. 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O•••Q i IX EX COMMS(TYP) — ' 37660 - SEE NOTE 1 -0.• i EX GAS(TYP) EX GAS(TYP) EX GAS(TYP) '\••• �� "P'•, 5/16/2025 L� SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 tc Dc �//SS/•........... •....•.••�-\,.\ EX WATER(TYP) -MCP' MCP' MCP' MCP' //�/ONA1��,��\\\\\ ODD SEE NOTE 1 ODD ODD ODD EX WATER(TYP) pc EX WATER(TYP) EX WATER(TYP) �� IX SEE NOTE 1 °�� SEE NOTE 1 �� SEE NOTE 1 ''' IX Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 0 40 0 60 40, 39T: NOTES: 27P:2025 3 19/ ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. _ ' EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. > >> NO5 5 0 COUNTY ROAD 39 CROSS SECTIONS Q E 1 44+50 45+00 46+00 in 0 oe.t Oz w z w � w z z � z O z W AA. I - (41 z W v, J ; .5 O _1 Q W W W W z w z Q > Lu W Q¢� (�pc z a 0,w w 00 z a LL K.-Li N J zN OVLLNW 0M A.�� Q COM 0 W N O O li (O 0 N Lu co IX<N. cn LU ^O Qz 0 m ❑ NJ 0 0 N a co WO 0 Lo O) N m O a Lw m �((V V LLJ0Q W "n a, ❑ N O O LL N OF 0-UO~FO M ❑ ❑ A� Q�Q ,0 p V ow O O 0 M O O O N IllQ OLL Q ❑rw LO ofCC ❑ p LL 0, 0 M cnO Z ❑ ZW M O M SJ ❑,-01 ❑ M„ W - WF ❑ Z LL n2LU W 60 K V ❑ W ❑Oz a- M > LLLLJ Wn> WO7 ❑CMZLNO N O a co p ON p n� W OLL 02°� nCaFO) W O?� W 0 N LLM (/ wFbaO wa 0 [�,J ❑�z ❑LL J w0LLw ❑NZ w�O [[��jO ❑ ry U F U z O ❑N Z U FF OWFa O MFL. W � W W N O W Q LL O W�O O W Q W U> ❑ (/ O Z OQ Fo ❑Nz � J J W O W O W � O F nW ,_ J 0LU IL LU j ce IL LLC c� 'arn LL w Qw F wp w Q O LL pLL LL W �� " aULL V FW a OM 0 p 0 UIL ❑mz o a O O 0-U OF EXISTING GRADE ❑NLL .1- LLp LL (/ > n ❑ z O Lu n > U WCI_ nw J W O W aOW O Q Wj = u) �� X LL O LL W CC LL J WU> CCw V m OJ 0LLw OW ((,�J ' O < W LLn N 1 OZ k�J w O U w LLJ LLO Ill OLL (,.J U _ OLT_ W O> OLLwOW Q LL O - µ LLLLJ 0 LLwa 0 W pLL J X 0 n ❑NZ5oOzU w O LL WOW LLLL J O µ 40 O W Q ❑LLw _1 OLL W LLLLJ 0U> OIL F aow wOw w j UFFOwa J dU wowOLLw 0 ❑ waow OLLwwo w< CC W-ILL J CC � dLDL OLL� Ww(I Ow WOW o a w ❑LLwJ rnVLLww O U w O w 0O s ��nti �� , 0 w ��- PROPOSED GRADE ��- w 0 �Q� �Q� EX GAS(TYP) LO SEE NOTE 1 O2.0%� njri' w 2.0% _ 2.0% L nJ SEE NOTE 1 N �� — 2 0% o 0nce �J� LL Cfl X e. J w PROPOSED GRADE Q PROPOSED GRADE 0LU ��Q) ��Q) Q R\ a EX COMMS(TYP) _ -EXISTING GRADE SEE NOTE 1 �� EXISTING GRADE EX COMMS(TYP) SEE NOTE 1 U) SEE NOTE 1 EXISTING GRADE EX COMMS(TYP) F- NO' ' NO' Z �� w 0 0 EX GAS(TYP) 2 SEE NOTE 1 EX WATER(TYP) NO' SEE NOTE 1 A NO' O D( �IVI U EX GAS(TYP) QP/ INV --, SEE NOTE 1 EX GAS SEE NOTED) - EX WATER(TYP) } �� SEE NOTE 1 ��lL`L �� 0`L Q e. -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 Z _OW H 0- aQ • W U U) (/) > ww Q fY O z > ‘- ddddddd w C) CO 0 < (1) O Z Ct 0 Im Z W 0 O y 0 to 0 O Z 0e Q v 2 CO M w0i_ 0 0 aza ct oowo O J aQ 0 z o � I. � 1- z � Z ° Z 0 � 011n o Z 0w %a 37660 =v •ct_ ��• 5/16/2025 i-J SS/ON ICI IIII1\\� \\\\\ TAJ PL NOTES: 1 41 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. 1" = 20' (HORIZONTAL) C S 1 1 EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 40 43 Q EROSION CONTROL NOTES E 1 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. Z O2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. ' O Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) - 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 I EROSION CONTROL REPORT. -SCL-SCL-SCL- SEDNIENT CONTROL LOG INSTALLATION NOTES Q J 1. SEE PLAT, '•:IE',a' FOR LOCATION AND LENGTH OF `SEDIMENT CONTROL LOOS. Ce O 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SEDIMENT OD•NTE L LUG`E THAT ACT A.S. A HE2IMETEk CONTkCL SHALL HE INSTALLED PRIOR SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. I• _ __- TO AN - RA.DIENT LAND DI,TJ;HIND? ACTIVITIES. SEL141ENT CONTROL TR':iL L1 HALL C:,NS.I,T OF STRAW', COM 'DST, E?{t EL I':I? P ONI.T1 FIL1E', NL SHALL HE FREE OF ANY NOXIOUS 'v4EEL SEEDS uk LEFEUT_ I JCLULIN KIPS 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED 0 THE AREA(S) REQUIRED FOR ETE a' HOLE AND ORVIC,JS WEAR. _ IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. } E'Ir:'BIT ;TFCL L'`= L p 4 SEDIMENT i U. N1-koL L . PIA" L'+E USEL: A: •,IALL tiHEck L:4.`,4SIN L:IN AND `_V'VALES, EP.TE T '.l HOWEVER. THEY -HCJLJ NOT 3E JSED IN FERE,NI-"L STREAMS. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY(STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.)SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING ORNOTE:,• 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INm,, THE CROuND TO Lo IF TRENCHING TO THI CV 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 sS I'IA'.I L :, EI EfEI A DEPTH OF APPROXIMATELY 3 OF THE DIAMETER' :)F THE LOG. O CEF'TH I7 NOT FEASI-iLE AVM/ R F.E?IRA3LE ,,.SHORT TERM INSTALLATION WITH DESIRE NOT T.`:� 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, T. , "EI.I IE IT rl: -L W CV ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. r LE, E rE DE mAx EE )EEI-'EF:. `T-KINE LrC.,,I,-�TE1 LESSER TEE a:HINe r1E�TH r.� 'r HE aT.:ERE. TLE HEITH `.1nR'E RCLIsT co CT LO THAT ARE B LE/FT GU NOT NEED TO 3E TRENCHED, Q PL' E L I IST Q LC) =!E,, .u• Ln.-r• -F 6. THE LPHILL SIDE OF THE !:El Ir1ENT :.TINT=OL LC,:: SHALL 3E HA.I::'KFILLEI wITH ScIL CR 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY(STRUCTURAL) EROSION CONTROL MEASURES SHALL: cL. L ;HE•J ALJ E`IT FILTER MATERIAL THAT I, FREE '1F Ir_•_K= AND GEL31.1 THE SOIL SHALL LE TI=.HTL" T" THE`_E FEAT I,Er; CO"RA. TIED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHC:EL OR WEIGHTED LAWN R TRENCHED SEDIMENT CONTROL LOG LLER OR F.L: „N IN �L :E. I- 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 ;. FOLLOW M.ANJFA :TI.JRES. ;.;L!IDANCE Ft:R STAKIN , IF MAML.FACT.JRER ' IN:sTRJcTI:)h , Z On N:T ��FEcIFu `:' ,'INC STAKES HALL4 BE PLACED ON 4' :.E`wTEH. AND E�.IBEDDEI, A W CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. Er,TEk T-h'E a .T L L:: LU 7.2. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. Rv11r,Ir,I r+ IF 6" INK. THE ,r,ROK . " ;a1F THE STAKE SHALL r'R,LL.J?E FROM THE TOP :.F r,Irr::.TEI E;�: TEl , I I�<aETEI r Ir,i THE LOC. ,TAKE THAT ARE BROKEN PRIOR T:: I'J':T.ALLATIi;V '.,H.-DLL BE -tEPLA1.;EC CC -sT 7.3. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. TT EN:-.H '-;...IL ':Er:I 'E`if .�.NTR`;L L=): L:::; :,HO LD BE STAKED 1C.::' )N CENTER. 0 it P � r L Tr '.} 0 _FL .` - - EL IrvIENT L h,T z L LO`U MAINTENANCE NOTES T 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 - H 1. INSPECT BME'r, EACH 'aORKDA•:Y, AV-) '1 INTAIN THEM IN EFFECTNE OPERATR, N .ITICN. Z INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. RI INTENA a•DE F BH HOL.LJ HE k TI:E NOT REACTIVE INSPECT 6'1N C UN AS: I SILLE (AND AL AYS :;ITH IN 24 HOUR ) FOLLOWING A STO RV THAT1SES SUr FACE 0 EROSION, ANL: FEI'F'Jk'i1 NECESSARY MAINTENANCE.E 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. 2. FRE DENT ORSEVION ATI I A d7 MAINTENA a .E ARE NECEsSARY TO MAINTAIN BrAr.r, IN Z fl SECTION EFFECTIVE OPERA-MG :i;,NI.ITICC INSFE(TI;N. AN CORRECTIVE MEASL.RE: SH: L LD HE O W 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 TRENCHED SEDIMENT CONTROL LOG DuctMENTED THOROUCHLY. a Q ANY WATERS OF THE UNITED STATES. WHERE R HAVE FAILED, RE'.AIR OR REPLACEMENT SHOIJLC RE INITIATEDLPCN DI"=:::i_1''JERY (::f;F THE FAILURE. E 12- r:Ec:La,� U 4. SEDIMENT .ACCUMULATED LFSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS Cn 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 r.,l`a.; NEEGEi TO MAINTAIN FI.NOTION.ALITY OF THE RMP, TYPICALL' WHEN DEPTH GP .A^r.JM ILATED W W FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. E. :J4 E , SEDIMENT r 'R.,'xIMATEL' Y DF THE HEIGHT OF THE E�Ir:1EhT .NTRGL L:'::. 0 II ;.,,) SEL'It1ENT C; r.TFacL LUG SHALL GE r:Er.. ',ED AT THE END OF J°TC?:ICTIUr,. C",tF° T FRC'ti 1PCST LD=S I:=Y E'E LEFT IN FLA'`UE UCVU x J 3A a A.RE FEN,' YEL' .A'JD THE O 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 r ❑ d RE' EEr,E J. IF r1sTI iFBEn AREA-. Exl;T AFrEF FEMc, L, THEY :HrLL HE c; EREr. TM Z MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). I'1-ME E !r,r.; - I Tc.' "•.:IL 'S EEC'E) ANC ),1.1L:;HEr .:H. .THEF'drI E sTA.HILIZEC IN A. M-NNE R AF-R;aED EY sE dr:'ErNT :,.11-i,i,L L.:: THE LOCAL .JJ iIS DI TION. W <444444 13. COUNTY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED LOG JOINTS (DETAILS AnAFTEC FRCFA TOWN OF FARKER. CCLCRADC, JEFFERSDN COI-TM_ CCLCFADC, CO-GLAS COUNT{, COLDRADO AND :ITY OF A,,RouA, COLL:PAD°, NNT AVAILABLE IN A.)TOT:AD) 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 NOTE: `T WITH JUP,IIDICTIONS HAVE 3FAP DETAILS THAT 'd.ARY FROM REULFC STANDARD DETAILS. SCL-1 . TRENCHED SEDIMENT CONTROL LOG t"vsl.LT 'dYITH LOCAL .1.1RIs:-;lnTln�a�: .� T:.' :;HIGH r;ETAIL `�:Ht;tJLF; RE l!`-:Er, WHEN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. DIFFERENCE. ARE NOTED 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. C) November 2015 Urban Drainage and Flood Control District SCL-3 SCL-6 Urban Drainage and Flood Control District November 2015 CO Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 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 Q ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 15.1. BELOW ALL GUTTER DOWNSPOUTS. 0 15.2. OUT TO DRAINAGE SWALES.15.3. ALONG LOT PERIMETER. Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) 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 Z DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. D ) I 4 GENERAL INLET PROTECTION INSTALLATION NOTES O 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 C P 1. SEE PLAN VFW FOR: 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 -LOCATION OF INLET PROTECTION. 0 MI ler TYPE OF INLET PROTECTION (IP.1. IP.2. IP.3. Ir.4. IP.S. IP.6) WASHOUT AREAS, AND/OR BUILDING SITES. -, L 0 ilFLOW -- 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING - 0 D (12" MIN.) 1 1 IS COMPLETE (TYPICALLY WITHIN 48 HOURS), IF A RAINFALL/RUNOFF EVENT IS FORECAST, r INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. CULVERTifir Y>' ` LLI 3. MANY JURISDICTIONS HAVE 8MP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. Q END SECTION CONSULT WITH LOCAL JURISDICTIONS AS r0 WHICH DETAIL SHOULD BE USED WHEN Q BACK FILL UPSTREAM ROCK DIFFERENCES ARE NOTED. N MATERIAL HANDLING AND SPILL PREVENTION ROCK SOCK OF WATTLE SOCK cn Cr) C� Z INLET PROTECTION MAINTENANCE NOTES TICN. DAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CCNDI THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL HANDLING, SPILL PREVENTION SPILL CLEANUP. THE CONTRACTOR SHALL NOTIFY THE MAINTENANCE or BMPS SHOULD 1. INSPECT BMPS EACH W OORKRK BE PROACTIVE, NOT REACTIVE. INSPECT BMPS As ONDI Z As W 0 O O POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 7 Q APPROPRIATE AGENCIES WHEN A SPILL OCCURS. THE FOLLOWING ARE RECOMMENDED GUIDELINES FOR THE CONTRACTOR AND SHALL NOT REPLACE GOVERNMENTAL REGULATIONS: CULVERT INLET PROTECTION SECTION A EROSION, AND PERFORM NECESSARY MAINTENANCE. Q ! lY PLAN 0" MIN. U 61M 0 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN AMPS IN O --ICONCRETE WASHOUT STRUCTURE: CONCRETE WASHOUT STRUCTURES ARE USED TO CONTAIN CONCRETE AND LIQUIDS WHEN THE CHUTES CONCRETE MIXERS AND HOPPERS OF CONCRETE PUMPS ARE EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD HE 0 () O 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. DOCUMENTED THOROUGHLY. L.L 0 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 3- WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BF INITIATED UPON Z W THE PH OF NEARBY WATERWAYS AND HARM AQUATIC LIFE. _ KEY IN ROCK SOCK 2" ON BEDROCK, PAVEMENT OR RIPRAP DISCOVERY OF THE FAILURE. O MP } KEY IN ROCK SOCK 2" ON EARTH > Lg z • 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 p 4. SEDIMENT MAINTAIN B UPSTREAM of INLET PROTECTION SHALL BE REMOVEDE As SECTION D NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES U WATERWAY. 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR D Z O 0 • THE FACILITIES SHALL BE CLEANED OUT ONCE THEY ARE 2/3 FULL OR NEW FACILITIES BE CONSTRUCTED TO PROVIDE ADDITIONAL CI P-1 . CULVERT INLET PROTECTION STRAW BALES. •�D L L Z C.)CULVERT INLET PROTECTION INSTALLATION NOTES 5- INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS • ADDING SOLVENTS, FLOCCULENT, OR ACID TO WASHWATER IS PROHIBITED. PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF • PERMANENT DISPOSAL OF CONCRETE WASHOUT WASTE ON THE CONSTRUCTION SITE IS PROHIBITED. DISPOSAL OF WASTE SHALL LEGAL MANOR. t. SEE PLAN VIEW FOR INLET PROTECTION IN srRELrs. Z O O -LOCATION Of CULVERT INLET PROTECTION. O ' ` G 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE V G� COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER CONSTRUCTION SITE LIQUID AND SOLID WASTE MANAGEMENT: BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES, INCLUDING SANITARY WASTES, MUST BE PROPERLY MANAGED AND DETAIL. APPROVED BY THE LOCAL JURISDICTION. 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 CULVERT INLET PROTECTION MAINTENANCE NOTES (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) OW\\I IIIIII////�� / THE POTENTIAL STORMWATER RUNOFF TO MOBILIZE CONSTRUCTION SITE WASTES AND CONTAMINATE SURFACE OR GROUND WATER. 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. NOTE MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS ��\\Q�LI�O Li • THE CONTRACTOR SHALL DESIGNATE ONE AREA FOR CONSTRUCTION VEHICLE REFUELING THAT IS AT LEAST 100 FEET AWAY FROM DRAIN, STREAM, POND OR WATERWAY. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN \/ ' POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DIFFERENCES ARE NOTED. i • TEMPORARY SANITARY FACILITIES SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM DRAINAGEWAYS, STORM DRAINS, RECEIVING AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE TO EROSION, AND PERFORM NECESSARY MAINTENANCE. °2•� FLOODING. WASTEWATER GENERATED FROM SANITARY FACILITIES SHALL ALLOWED TO FLOW INTO STORM SEWERS AND DRAINAGEWAYS. ONLY LICENSED HAULERS SHALL BE AUTHORIZED TO NOTE THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL 37660 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN _ - - DISPOSE OF FACILITIES SHALL BE SECURED TO PREVENT OVERTURNING IN AREAS SUSCEPTIBLE TO STRONG WINDS. EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY _-0: ICt DOCUMENTED THOROUGHLY. PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR � •••, 5/16/2025 � - • CONSTRUCTION WASTE SHALL BE SEGREGATED PROPERLY INTO VARIOUS CATEGORIES SUCH AS HAZARDOUS MATERIALS, TOXIC NON HAZARDOUS MATERIALS. DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT �4x\.. . � 3 WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST (�•''• Oj�� • TO FLOODING. CO CONTAINERS OF NTAINERS SHALL ALSO BE PROPERLY S SHOULD HAVE SECONDARY OLABELED. NT AND BE STORED AWAY FROM DRAINAGEWAYS, STORM DRAINS WATERS, AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE DISCOVERY of THE FAILURE. w rNELM�N�FacruHRER s DETAILS. ft/D THE BMP MUST BE INSTALLED AND MAINTAINED As SHOWN //5'VONAIIIIII�� \\\\\ 4_ SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS i4 THE HEIGHT OF THE ROCK SOCK. NOTE SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET SPCC SHALL CLEARLY STATE MEASURES STOP THE SOURCE OF A SPILL, CONTAIN THE SPILL, CLEAN UP PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAIN DALE INLET SPILL PREVENTION AND CONTROL: SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN (SPCC) 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION IS ACCEPTABLE. PL THE SPILL, DISPOSE OF CONTAMINATED MATERIALS, AND TRAIN PERSONNEL PREVENT AND CONTROL FUTURE SPILLS. SPCCS ARE APPLICABLE TO CONSTRUCTION SITES WHERE HAZARDOUS WASTE ARE AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. STORED HAZARDOUS WASTE INCLUDES PESTICIDES, PAINTS, CLEANERS, PETROLEUM PRODUCTS, FERTILIZERS, AND SOLVENTS. (DETNLS ADAPTED FROM AURORA, COLORADO, NOT AVNLABLE IN AUTOCAD) TAJ • THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN IN CONFORMANCE STATE AND FEDERAL REGULATIONS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. • SPILLS SHALL BE CONTAINED AND CLEANED UP AS SOON AS POSSIBLE. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. • 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 1/27/2025 MATERIALS. August 2013 Urban Drainage and Flood Control District TP-7 Drainage . Flood Control District • SPILLS SHALL NOT BE WASHED DOWN INTO THE STORM DRAIN OR BURIED ANYWHERE. Urban Storm Drainage Criteria Manual Volume 3 Urban StormDrainage THE CONTRACTOR SHALL REFER TO THE STATE AND FEDERAL SPILL GUIDANCE MANUAL (SGM) FOR ADDITIONAL REQUIREMENTS. Q 411111 Ece 1 0 o Concrete Washout Area (CWA) MM 1 MM 1 Concrete Washout Area (CWA) Silt Fence (SF) SC 1 SC 1 Silt Fence (SF) um _ D CONCRETE WASHOUT < J N) ��SIGN O f a /// CWA cc CWA MAINTENANCE NOTES SILT FENCE INSTALLATION NOTES cc 3:1 4 MIN , 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. (RECOMMENDED) WOODEN 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS FENCE POST WITH 10' MAX PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION - POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE SPACING AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR EROSION, AND PERFORM NECESSARY MAINTENANCE. / PONDING AND DEPOSITION . 1 ' 1 1 1 v'L VEHICLE TRACKING m 3:1 8 X 8 MIN. 3:1 SILT FENCE CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN GEOTEXTILE 2° A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT m -- VTC DETAIL) OR EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL -. ' `7,:. . OTHER STABLE DOCUMENTED THOROUGHLY. BE USED. -r t -+- P• SURFACE Ln .-< H 4' ., s 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING- N / J J' • = DISCOVERY OF THE FAILURE COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR CI 3:1 • TRENCH BY HAND. Lij N " '` J 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN = CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE COMPACTED Cfl 5 4° SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD B I 25CMINI I REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. BACKFILL BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. Q Lb- CONCRETE WASHOUT AREA PLAN 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES N THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT OR NAILS WITH I" HEADS. STAPLES AND NAILS SHOULD 8E PLACED 3" ALONG THE FABRIC 12' TYP. -I COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY. FLOW -.y 36"-48" >4 THE PERIMETER ---7_________ ____ TYP. DOWN THE STAKE. I- 1�J 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. AZ G 2% SLOPE EXISTING 1 6 AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE 7 WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND GROUND TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J-HOOK-" THE "J-HOOK" in 3' MIN° 1 MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED 8Y THE LOCAL JURISDICTION. 6" MIN EXTENDING PERPENLXCU AR TO THE CONTOUR SHOULD BE OF SUFFICiENi LENGTH TO KEEP UNDISTURBED OR ?3 >3 RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). COMPACTED SOIL (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, ACT AVAILABLE IN AUTOCAD). j . SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 0 H 8 X 8 MIN, 18" 0 CONTROL (SEE VTC - NOTE, MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. AT LEAST 10" MIN DETAIL ) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN OF SILT FENCE SILT FENCE MAINTENANCE NOTES } SECTION A DIFFERENCES ARE NOTED. "TAIL" SHALL BE 4" VEHICLE TRACKING MIN BURIED 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. I- MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS Z CWA-1 • CONCRETE WASHOUT AREA POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE D CWA INSTALLATION NOTES 1 EROSION, AND PERFORM NECESSARY MAINTENANCE. Q U 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1. SEE PLAN VIEW FOR: EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Z fl -CWA INSTALLATION LOCATION. SILT FENCE DOCUMENTED THOROUGHLY. 0 in 2, DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF POSTS SHALL OVERLAP DISCOVERY OF THE FAILURE. a 0 AT JOINTS SO THAT NO GAPS SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, JOIN EXIST IN SILT FENCE w THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED 0 (n SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A FIRST TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED > LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. SEDIMENTS IS APPROXIMATELY 6". w w 3, THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. ROTATE 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, 0 (I SECOND TEARING, OR COLLAPSE. 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 POSTS SHALL BE JOINED AS THICKNESS OF GEOTEXTILE HAS 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED 0 LEAST 3' DEEP. SHOWN, THEN ROTATED 180 DEC. AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER Z IN DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED, TYP SEDIMENT CONTROL BMP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. INTO THE GROUND inaaaaaaa 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. SECTION A SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. 7 SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. OF CONCRETE TRUCKS AND PUMP RIGS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN SF-1 . SILT FENCE DIFFERENCES ARE NOTED. 8, USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION, VJ November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SF-3 SF-4 Urban Drainage and Flood Control District November 2010 CO Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 0 O Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Stabilized Staging Area (SSA) SM-6 SM-6 Stabilized Staging Area (SSA) SF/CFill° SF/CF I STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES '� ONSITE ' SSA STABILIZED STAGING AREA MAINTENANCE NOTES O CONSTRUCTION CONSTRUCTION 1. SEE PLAN VIEW FOR VEHICLE TRAILERS 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). PARKING OF �'� STORAGE, AND UNLOADING/LOADING OPERATIONS. U MI 20 CAN BE CONSTRUCTION FOOT 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE-TYPESTRUCTION MAT OR TRM).OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, NEEDED) 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE Q (WIDTH ° LESS IF CONST. CONSTRUCTION ` � GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, cE VEHICLES ARE SITE ACCESS I - USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR � PHYSICALLY ( - In OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. CONFINED ON USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) ` , BOTH SIDES) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 1 3" MIN. THICKNESS NOTE' MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR Q LLI SIDEWALK OR OTHER 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS 1 MATERIAL.. GRANULAR MATERIAL MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF 50 FOOT {MIN.) STORAGE VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. 12 PAVED SURFACE WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. STABILIZED c N CONSTRUCTION AREA - i I- `•, V♦ Z NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 1 j 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND ENTRANCE (SEE n CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 1 •A • r 1 r -N DISTURBING ACTIVITIES. DETAILS VTC-1 O DIFFERENCES ARE NOTED. Z j i_� TO VTC 3) .. W J. SILT FENCE OR CONSTRUCTION 5 ANON WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED SF/CF SF/CF• �� FENCING AS NEEDED (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AuroCAD) O Q \ ."-..•'-,T.:•,./.--,..L.,--`-/L,,1-•,.•'-•.-'1,Y.,-.x. N.-5,,_...'_::7., ,f,EI,,,..i..,,,▪.77 7., � : '� � CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. - < Z 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT U W 0 t EXISTING ROADWAY O J 9" (MIN.) SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 0 r r= / SSA-1 . STABILIZED STAGING AREA Z �/ � -Er' O STABILIZED CONSTRUCTION ENTRANCE EXIT MAINTENANCE NOTES in ' ' a r_, 1 W © r'r 1 INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. STABILIZED STAGING AREA INSTALLATION NOTES 0 PUBLIC { UNLESS OTHERWISE SPECIFIED MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 1- fY ROADWAY BY LOCAL JURISDICTION, USE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 1, SEE PLAN VIEW FOR Z COOT SECT. #703, AASHTO #3 EROSION, AND PERFORM NECESSARY MAINTENANCE. -LOCATION OF STAGING AREA{S). COARSE AGGREGATE OR 6" -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL 7 O O MINUS ROCK 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN FROM THE LOCAL JURISDICTION. L EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. Ct Z U NON-WOVEN GEOTEXTILE FABRIC DOCUMENTED THOROUGHLY. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. co n 0 BETWEEN SOIL AND ROCK 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Z O "" O DISCOVERY OF THE FAILURE. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. O C w UNLESS OTHERWISE SPECIFIED BY LOCAL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED 4, THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR U U till INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. MATERIAL. OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE 5, UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT OR 6 MINUS ROCK r U„ (MIN.) 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND SECT. 703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. \\\0111IlllllII/N///// i AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED # \\\\ NO0 L/p //„ DOWN STORM SEWER DRAINS. '\ Q�,,.••••••• 6, ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT O\ \, FENCE AND CONSTRUCTION FENCING. � V i T NOTE' MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. i inilillaglill w�\• •�j��\��T� �T i�i�/��i�� 72' I CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN STABILIZED STAGING AREA MAINTENANCE NOTES • • O2-% \��° Q l/ /f NON-WOVEN GEOTEXTILE DIFFERENCES ARE NOTED. = i 37660 • FABRIC (DETAILS ADAPTED FROM CITY OF BROOMfIELO. COLORADO. NOT AVAILABLE IN AUTOCAO) 1, INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. =TO: ICE'_ COMPACTED SUBGRADE MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS "P'• 5/16/2025 �� SECTION A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE i�T'•, •r�� EROSION, AND PERFORM NECESSARY MAINTENANCE. iCS •'•.•,,,,,, .•'�C�\�� 2 FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN S QNgII 11\\ �\\\\\ EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3, WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON pL DISCOVERY OF THE FAILURE. VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED TAJ 1/27/2025 November 2010 Urban Drainage and Flood Control District VTC-3 VTC-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SSA-3 SSA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban StormDrainage MUTCD 2009 EDITION Q E 1 8' Table 6C-3.Taper Length Criteria for Temporary Traffic Control -.zip Figure 6C 3. Example of a One Lane.Two Way Traffic Taper Zones/ A/ Type of Taper Taper Length li fA Merging Taper at least L V. Know what's below. Shifting Taper at least 0.5 L Cail before you dig. Shoulder Taper at least 0.33 L One-Lane,Two-Way Traffic Taper50 feet minimum,100 feet maximum (410 Oif Downstream Taper 100 feet per laneNote:Use Table dC-4.to calculateLTable eC-4.Formulas for Determining Taper Length Speed(S) Taper Length CO in feet <IC J 40 mph or less L=wsz J SO 45mphormoreL=WS 0 24" MIN. ^Where: Ce t •L=taper length In feet • =width of offset In feet S • =pasted speed limit,or off-peak 85th-percentile speed prior to work starting,or the anticipated operating speed In mphCe NEW ASPHALT SAW CUT AND REMOVE EXISTING ASPHALT ASPHALT 2" DEPTH 1la N ' -I1111111IIIIII111111 _._ [ 1 ; I _ I1.0 L,AT-;_.1 �i`}1 i / x ( I • 1 'Viv_. i dui../, /, / �,x `r �` „9 • Downstream Taper 0 14• .5 \ \ 50 to 104 f1 SAW CUT OR OTHER II Butter SpaceMETHOD AS APPROVED ii Ilonpitudinall Z LU 2 Work Space 2 SAW CUT ASPHALT OR "T-JOINT" DETAIL \ o >- Butter Space[Icrtgilu(;inal) I— • f is used to position the taper Z f In advance of;ne curve D NOTES: I 0 U • 1. PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) IZ rI O w PRIOR TO PAVING OPERATION. APPLY TACK (CSS-1h) TO THE MILLED OR One-Lane.Two-Way TraficTaper SAW—CUT EDGE PRIOR TO PAVING OPERATIONS. 50 to 100 f1 H a p 2. RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT I 7 in THE TIME OF APPLICATION. CSS-1h SHALL BE APPLIED AT 0.10 GAL/SY. (n A DIFFERENT APPLICATION RATE SHALL BE APPROVED BY WELD COUNTY. r* Legend W W —4 Direction of travel 0 f' Channelizing device i ® Work space O i —u Flagger Z an Sign aaaaaaa an W Ct Computer File Information Index of Revisions WELD COUNTY As Constructed SAW CUT ASPHALT OR Project No./Code 4 t y Creation Date: Date: Comments: Initials: Last Modified Date: 11/12/2020 PUBLIC WORKS DEPARTMENT No Revisions: "T-JOINT" DETAIL '""' '' 1111 H.STREET Full Path: !'1.A 1°'1 I — S' P.O.BOX 758 Revised: Designer: DrawingFile Name: _II.M P.. •'. GREELEY,CO. 80632-0758 ,,,,_h r' PHONE:(970)356-4000 Detailer: AutoCAD Version: 2018 Scale: AS NOTED Units: English FAX: (970)304-6497 Void: Sheet Number of 9 Sheet Subset: Sheet Subset: C)T Cr) 0 O 11 z D O ti) U 0 a z I Q W N 0 rcowz OZ - QwH Et o U O o � 2v 0 U o > OC H z Pz0 � O fI 1- D � Z o zO O w UU20 \\\\\\\O p lot l IILI / 37660 =-0 'Gt_ 1 \ 5/16/2025 /GJ SS/6N ICI IIII1\\'(- 1 al CONSTRUCTION DOCUMENTS cc .„ COUNTY ROAD 32 AND COUNTY ROAD 39 IMPROVEMENTS ir011 0 ,s`" ASSOCIATED WITH PELICAN LAKE RANCH FILING NO. 2 Q J LOCATED INSECTIONS 1 1 AND 17 Ce tn OC 3, 4, 5, 8, 9, 0, 5, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, W COUNTY OF WELD STATE OF COLORADO I— PROJECT CONTACTS: UTILITY CONTACTS: OWNER: WATER: w REI LIMITED LIABILITY CO CENTRAL WELD COUNTY WATER DISTRICT (CWCWD) i SHEET LIST TABLE o P.O. BOX 156 2235 2ND AVENUE Provide phone / SHEET NUMBER SHEET TITLE SHEET DESCRIPTION RED FEATHER LAKES, CO 80545 GREELEY, 0631` CONTACT TBD number• rj i 1 COVER SHEET CS1 nee 1w�1r+1ow� 1Tv. p co . WELD COUNTY ) 2 M&S STANDARDS SHEET MS1 WELD COUNTY ELECTRIC: ADDRESSED U 1 /,, — U CONTACT: MAXWELL NADER DAWN ANDERSON I '') n/ 3 TYPICAL SECTIONS TS1 UNITED POWER, INC. 11CO O CT. 1402 N 17TH AVENUE COOPERATIVE WAY 4 GENERAL NOTES GN1 GREELEY, CO 596 2 ADDRESSED BRIGHTON, CO 80603 — 5 SUMMARY OF APPROXIMATE QUANTITIES QT1 370.304.C400 970.400.37300.3736 CONTACT: MARJORIE ZAMORA EMAIL: MZAMORA@UNITEDPOWER.COM �h c� WCR 38 6 SURVEY CONTROL DIAGRAM SC1 CIVIL ENGINEER: PHONE: 303.659.0551 7SURVEY CONTROL DIAGRAM 2 TERRA FORMA SOLUTIONS J cm CO O G SC CONTACT: TODD JOHNSON, PE GAS: / 8 SURVEY CONTROL DIAGRAM SC2 ZO 3465 SOUTH GAYLORD COURT, A304 / ENGLEWOOD, CO 80113 ATMOS ENERGY CORPORATION 9 HORIZONTAL CONTROL PLAN HC1 a 1555 BLAKE STREET, SUITE 450 10 RIGHT-OF-WAY PLAN ROW1 E DENVER, CO 80202 SURVEYOR: CONTACT: BETHANY NITZEL - U U 11 RIGHT-OF-WAY PLAN ROW2 w ACKLAM , INC. EMAIL: BETHANY.NITZEL@ATMOSENERGY.COM 12 EXISTING CONDITIONS & DEMOLITION PLAN EX1 0 133 S. 27TH AVE PHONE: 888.286.6700 13 EXISTING CONDITIONS & DEMOLITION PLAN EX2 BRIGHTON, CO 80601 )� WCR 32 Q n -=1 14 COUNTY ROAD 32 PLAN & PROFILE RD1 Z PROJECT AREA > dddddddd U 15 COUNTY ROAD 32 PLAN & PROFILE RD2 w Provide phone 16 COUNTY ROAD 32 PLAN & PROFILE RD3 number. WCR 28 a) 17 COUNTY ROAD 39 PLAN & PROFILE RD4 cC 18 COUNTY ROAD 39 PLAN & PROFILE RD5 ADDRESSED. SURVEYOR IS NOW MAJESTIC. 1 I 19 COUNTY ROAD 39 PLAN & PROFILE RD6 20 INTERSECTION DETAILS RD5 - 21 EROSION CONTROL PLAN EC1CO /21 EROSION CONTROL PLANEC20 TABULATION OF LENGTH & DESIGN DATA \ WCR 24 I / SIGNAGE AND STRIPING PLAN SP1 Q STATION LINEAR FEET _ SIGNAGE AND STRIPING PLAN SP2O ROADWAY MAJOR STRUCTURE SUE TO BE PROVIDED ONCE TURN LANE GEOMETRYCONSTRUCTION TRAFFIC CONTROL PLAN TCP1 11 VICINITY MAPEXTENTS ARE ACCEPTED BY THE COUNTY. WE WANCONSTRUCTION TRAFFIC CONTROL PLAN TCP2 COUNTY ROAD 32 1"=10,000' MAKE SURE WE ARE INCLUDING ALL OF THE RELEVBEGIN STA. 6+98.16 2,082 - AREAS IN THE SUE SURVEY AND PLANSCOUNTY ROAD 32 CROSS SECTIONS CS1 END STA. 27+80.16 COUNTY ROAD 32 CROSS SECTIONS CS2 J Please provide:COUNTY ROAD 39 COUNTY ROAD 32 CROSS SECTIONS CS3OBEGIN STA. 16+41.77 2,692 - - Utility Plan Sheets (SUE shall meet Quality LevCOUNTY ROAD 39 CROSS SECTIONS CS4 `END STA. 43+34.19 or better for all utility impacts. COUNTY ROAD 39 CROSS SECTIONS CS5V COUNTY ROAD 39 CROSS SECTIONS CS6 70 TOTALS 4,774 - - Grading and Erosion Sheets (with spot elevatioCONSTRUCTION DETAILS DT1 Zslope/flow arrows, LOD, BMPs, etc.). CONSTRUCTION DETAILS DT2 SUMMARY LINEAR FEET MILES CONSTRUCTION DETAILS DT3 cn N EROSION CONTROL PLANS WERE ALREADY z co (n O ROADWAY 4,774 0.90 PROVIDED - WERE THESE NOT SUFFICIENT? w 0 z I. 0 ADDITIONAL CALLOUTS WERE ADDED. Q W MAJOR STRUCTURE - - UO 0 w W SiJ PROJECT GROSS AND NET LENGTH 4,774 0.90 Z 1/ 2 I O0 DESIGN DATA z IZ � ZOW o MINIMUM CURVE RADIUS (FEET) N/A 5 U MAXIMUM GRADE 4.70% Weld County comments provided for this initial o 0 0 MINIMUMS.S.D. HORIZONTAL (FEET) N/A design plan set submittal may not be all-inclusive. 8 O 2 v w MINIMUM S.S.D. VERTICAL (FEET) 612' (65 MPH DESIGN SPEED, 3% UP GRADE) UNDERSTOOD MAXIMUM DESIGN SPEET (MPH) 65 MPH 8UNCC ADDRESSED CALL BEFORE presently YOU DIG has beginning elevation 811 a THE LOCATION OF UTILITIES SHOWN ONTHESE DRAWINGS E BEEN BASIS OF D OR DETERMINED FROM RECORD DRAWINGS. T RE MAY BE OTHER UTILITIESNOT 1/27/2025 SHOWN ON THE DRAWINGS WHICH f RE :NTLY EXIST IN THE ARE F CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND OF THE SOUTHOF THE SOUTHWESTONE-QUARTER OF SECTION • •' • 1 -800-922- 1 987 ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO DCCINEEINC ANY WORK. THEONE-QUARTER CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CORNEROF SAID SECTION •' ON UTILITY NOTIFICATION CRESPONISIBILITYIFORTHEACCUINEERANDf9 OR R-LETENESS SHOWN._ PLS : • . :.SOUCORNER•• ALUMINUM CENTER OF COLORADO a E I 411 0 11. ,2 QJ 0 W PLAN M STANDARD PAGE PLAN M STANDARD PAGE PLAN S STANDARD NUMBER TITLE NUMBER NUMBER TITLE NUMBER NUMBER TITLE w H p M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 p M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 79-97 UD S-612-1 DELINEATOR INSTALLATIONS (8 SHEETS) 0 p M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 31 INCHES (19 SHEETS) p S-613-1 ROADWAY LIGHTING (8 ADDRESSED p M-203-1 APPROACH ROADS 8 p M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) 98-101 ® S-614-1 TYPICAL GROUND SIGN PLACEMENT (2 SHEETS) p M-203-2 DITCH TYPES 9 p M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 102-104 ® S-614-2 CLASS I SIGNS p M-203-11 SUPERELEVATION CROWNED AND DIVIDED HIGHWAYS 10-12 p M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 p S-614-3 CLASS II SIGNS (3 SHEETS) (11 SHEETS) M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 p S-614-4 CLASS III SIGNS (3 SHEETS) O p M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 p S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS p M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 p M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 FOR CLASS III SIGNS (2 SHEETS) z (2 SHEETS) p M-607-3 BARRIER FENCE 122 p S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS a p M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) . . . .17-18 p M-607-4 DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS) 123-127 FOR CLASS III SIGNS (2 SHEETS) E M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 p M-607-10 PICKET SNOW FENCE 128 p S-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SH 0 w p M-210-1 MAILBOX SUPPIADDRESSEDIETS) 30-31 p M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 p S-614-9 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 0 p M-214-1 NURSERY STOCK DETAILS 32 O M-608-1 CURB RAMPS (10 SHEETS) 138-147 p S-614-10 MARKER ASSEMBLY INSTALLATIONS zz p M-216-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 p M-609-1 CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 p S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS w aaaaaaaa ct p M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 p M-611-1 CATTLE GUARD (2 SHEETS) 152-153 p S-614-12 STRUCTURE NUMBER INSTALLATION (2 SHEETS) O M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 40 p M-611-2 DEER GUARD (2 SHEETS) 154-155 p S-614-14 FLASHING BEACON AND SIGN INSTALLATIONS (4 p M-601-1 SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 41-42 p M-614-1 RUMBLE STRIPS (3 SHEETS) 156-158 p S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS (2 SHEETS) p M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 p S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS. p M-601-2 DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 43-44 p M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 (2 SHEETS) M (2 SHEETS) p M-615-2 EMBANKMENT PROTECTOR TYPE 5 162 S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 0 p M-601-3 TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 45-46 p S-614-40 TYPICAL TRAFFIC SIGNAL 30I-75' DOUBLE MAST Q (2 SHEETS) O M-616-1 INVERTED SIPHON 163 65'-75' SINGLE MAST ARMS (5 SHEETS) p M-601-10 HEADWALL FOR PIPES 47 p M-620-1 FIELD LABORATORY CLASS 1 164 p S-614-40A ALTERNATIVE TRAFFIC SIGNAL C p M-601-11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 p M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 25'-55' SINGLE MAST ARMS (4 SHEETS) p M-601-12 HEADWALLS AND PIPE OUTLET PAVING . 49 p M-620-11 FIELD OFFICE CLASS 1 167 p S-614-41 TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) . z p M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) . . . 50-51 O M-620-12 FIELD OFFICE CLASS 2 168 p S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) D p M-603-1 METAL PIPE (4 SHEETS) 52-55 O M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 p S-614-43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DE" 0 imm p M-603-2 REINFORCED CONCRETE PIPE 56 (8 SHEETS) U W p M-603-3 PRECAST CONCRETE BOX CULVERT 57 p S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) 0 W z p S-614-50 STATIC SIGN MONOTUBE STRUCTURES (12 SHEE p M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 Q al AND POLYPROPYLENE PIPE (AASHTO M330) p S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEcf) CV 01 p M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 ® S-627-1 PAVEMENT MARKINGS (9 SHEETS) z 0 0 w 0 1 AAGf1Z—G CTCCI DC170F_nED(,CRO I VCT VI C IC E(1_ _ ___ __ _Z(1-1 T CCT(` (`f1�ITOf1J C- C T(`u\A/ A�/ (`f1�JCTDII(`TT) Q . _....:....__ Et ,..._. _=a � u, ...,.�_n ._ _..._. ,rrrrrr rrrrr qh r»», ADDRESSED O0w0 0 p M-603-10 CONCRETE AND METAL END SECTIONS 61 DEPARTMENT OF TRANSPORTATION O S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMF 0 2 Z o CE p M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 AND VFRTTC AI PANFI S 0 W 1= / imm z (3 SHEETS) TABLE OF CONTENTS p S-630-3 FLASHING BEACON (PORTABLE) DETAILSryS) z 0 0 O M 604 10 INLET, TYPE C 65 RI S-630-4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATII 0 11 o M <S STANDARDS DESIGN (2 SHEETS) 0 0 p�p M-604-11 INLET, TYPE D 66 0 p M-604-12 CURB INLET TYPE R (2 SHEETS) 67-68 p S-630-5 PORTABLE RUMBLE S ADDRESSED ORARY) (2 SHE v (� p M-604-13 CONCRETE INLET TYPE 13 69 JULY 31 , 2019 p 5-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY) p M-604-20 MANHOLES (3 SHEETS) 70-72 p S-630-7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL . . (3 HEETS) p M-604-25 VANE GRATE INLET (5 SHEETS) 73-77 /II - p M-605-1 SUBSURFACE DRAINS 78 Q E 1 li 0 ifoll Qz QJ PRELIMINARY Ce tn ASPHALT SECTION HAS BEEN PROVIDED. FINAL PAVEMENT EX EX DESIGN WILL BE ROW ROW CL ROW PROVIDED PRIOR TO CONSTRUCTIONS _ 10' R.O.W. __ ASPHALT SECTION w DEDICATION 60' EXISTING R.O.W. Provide an > 1— asphalt section EMULSIFIED ASPHALT ¢p - 70' PROPOSED R.O.W. ' I similar to this •••" BETWEEN LIFTS _ PAVEMENT WIDENING __ 24' I example. Illr " SX GRADE PG 64_28 VARIES 0'- 13' 60 I { -' ' 2" RADESPG64-22 12' PROPOSED 12' EXISTING 12' EXISTING __ 7" HOT MIX ASPHALT- "' 2 GRADE S PG 64-22 10' CLEAR ZONE TRAVEL LANE TRAVEL LANE TRAVEL LANE RESET EXISTING 1' I FENCE TO NEW R.O.W. GRAVEL f SHOULDER AGGREGATE BASE COURSE 8' Z 2% 2% 2% 0 5:1 MAX A 7-----�— —i H a 4.\ M U 2' SAWCUT& U) OVERLAY W - � EXISTING ROAD FINISHED GRADE 0 2" DEPTH SAFETY EDGE WITH A 30-35° MEET EXISTING GROUND SUBGRADE PER GEOTECH REPORT SLOPE AND SHOULDER MATERIAL U AGGREGATE BASE COURSE PER GEOTECH REPORT EXISTING GROUND ° Z 2/° > dddddddd ASPHALT PER GEOTECH REPORT �— W PROPOSED TYPICAL COUNTY ROAD 32 ROADWAY SECTION 30° -35° SLOPE 1 AMAMI RURAL COLLECTOR (LOOKING EAST) /. SUBGRADE PER GEOTECH REPORT C) CO AGGREGATE BASE COURSE PER GEOTECH REPORT Q I MILL AND OVERLAY NOW SHOWN I 4' GORE SHOWN FOR LEFT TURN LANES ASPHALT PER GEOTECH REPORT Q The CountyoverlayCounty requires a q requiresandThe ui a millSAFETY EDGE DETAIL over the entire road surface resulting In 12 turn lane with a 4 SCALE: 1" = 2' a symmetrical 2.0% cross slope. gore for left turn lanes. z NOTE: D SEE GEOTECHNICAL REPORT FOR PAVEMENT/BASE COARSE SPECIFICATIONS AND rO EX EX THICKNESS. AT A MINIMUM, THE SURFACE SHALL BE 4" BITUMINOUS PAVING ON TOP v ROW C L ROW ROW OF 4" OF CDOT CLASS 5 OR CLASS 6 ABC ON 9" OF SCARIFIED SUBGRADE Q COMPACTED TO 95%AND PASSED A PROOF ROLLER TEST. 7 60' EXIST!VG R.O.W. __ 15' R.O.W. DEDICATION Z SHOULDERS HAVE BEEN SHOWN ALONG REDIRECT I 75' PROPOSED (V R.O.W. Z 2 O LANES TO NOTEUT HAVE BEEN REDUCED PUSH OUTSIDE OF THE ROW ALONG TURN LANES I - 2 _- W Z < PAVEMENT WIDENING I � � Q VARIES 0- 25 I U < W o Shoulders for CR 32 and CR 1' EX o W J GRAVEL - 12' EXISTING 12' EXISTING 12' PROPOSED _ 12' PROPOSED 39 shall conform to Ultimate TRAVEL LANE TRAVEL LANE - 10' CLEAR ZONE U Typical Section for Rural I SHOULDER TRAVEL LANE TRAVEL LANE ZO m RESET EXISTING i / Q Z Collector in WCECC manual. I 0 z O V o FENCE TO NEW R.O.W. �_ D 1' D L.f_ U GRAVEL Z OCL p 2% / 2% 2% SHOULDER `/ W V 5:1 MAX MEET EXISTING GROUND 8UH SIi itIcici (IY 2' SAWCUT& s' 4./ MAX Mfu l.J ki- Nc :XISTING ROAD FINISHED GRADE OVERLAY - NAM' ly -. - ). - 2" DEPTH (N. SUBGRADE PER GEOTECH REPORT AGGREGATE BASE COURSE PER GEOTECH REPORT 211' 8' 24. h' 711' Buffer 1. - Shim![(Jai Bun-el. ASPHALT PER GEOTECH REPORT Multi-I f,c I11ulti-i : e 'arics ._ r,' 12' 6' t°POSED TYPICAL COUNTY ROAD 39 ROADWAY SECTION I1`' `i I.""c. PL i I r.itirl I." RURAL COLLECTOR TAJ 1„ MIA 7+ 10. (LOOKING NORTH) — - -;:; _re-___ __ � - =t . i 3t`1itss 51 --... .. ('t„7o{>;Ic icd S�al,_2t•aclw ' * II11A * •'\13[' (['I:a s 6) ULTI LATE '1'YPICAI.. - CROSS SkCTION RURAL ' LLE 'TOR o 5' 10' TS 1 , _ - , 1" , 5' (HORIZONTAL) WELD COUNTY NOTES GENERAL NOTES UTILITY NOTES < 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING E 1 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, THE WELD COUNTY 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN STANDARD REFERENCES AS APPLICABLE: ENGINEERING AND CONSTRUCTION CRITERIA, COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS a. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, JANUARY 2021. FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023, OR AS AMENDED RD PLANS DATED MAY 2024, TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR V) b. WELD COUNTY PROJECT SPECIAL PROVISIONS OR AS AMENDED. ALL WORK WILL BE INSPECTED AND APPROVED BY E COUNTY INSPECTOR. SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND SERVICE LATERALS (INCLUDING DEPTHS)WHICH MAY ' Q OZ c. CDOT FIELD MATERIALS MANUAL ADDRESSED CONFLICT WITH THE PROPOSED CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT d. CDOT CONSTRUCTION MANUAL 2. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL J viat k i) JI NED COPY OF THE CONTRACT, 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 AND (1) COPY OF THE STORMWATER MANAGEMENT PLAN FOR THE PROJECT e. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION UTILITIES ARE TO BE LOCATED BY CONTRACTING THE RESPECTIVE REPRESENTATIVES. THE CONTRACTOR, AT THE J f. CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT CONTRACTOR'S EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE O g. CDOT STANDARD PLANS (M&S STANDARDS) 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN DAMAGED DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES AND IRRIGATION SHALL BE ^/ in h. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION)AND THE CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. Ii COLORADO SUPPLEMENT THERETO CONSTRUCTION. i. AASHTO ROADSIDE DESIGN GUIDE 2. THE CONTRACTOR SHALL CO.' . ' A `A RUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE TIMELY 4. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY BY RELOCATION OF THEIR FACILI ADDRESSED DINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: THE CONTRACTOR BY SWEEPING. THE CONTRACTOR SHALL REPAIR ANY PAVEMENT FAILURES CAUSED BY THE UNFORESEEN IMPA - -. - U WORK SHALL BE INCLUDED IN THE CONTRACTOR'S SCHEDULE. CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED FOLLOWING COLORADO DEPARTMENT OF TRANSPORTATION SUBSIDIARY TO THE WORK. MUTCD TRAFFIC CON - • l ' • ES ADDRESSED' BID PLANS ROOM 4201 EAST ARKANSAS AVENUE 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION AT AND ADJACENT TO THE JOB SITE ELD COUNTY PUBLIC WORK w DENVER, CO 80222-3400 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL 1. A TRAFFIC CONTROL PLAN SHALL BE SUBMI TO TI IE I NCINEER AT LEAST T • , EEKS PRIOR TO EFFECTING TRAFFIC ~ Q (303) 757-9313 PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC FOR APPROVAL. THIS TRAFFIC CONTROL PLAN SHA , - . _ _ - - - :• T MAINTAINING ACCESS DURING 0 SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION, ONE ACCESS SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE, 2. ACCESS CONSTRUCTION WITHIN ROAD ROW AND ALL ROAD IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT(S)AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, ONSITE AT ALL TIMES, ONE (1)SIGNED COPY OF THE APPROVED TRAFFIC CONTROL PLAN. MHT MUST BE SIGNED BY A TCS NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 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 3. THE CONTRACTOR SHALL PROVIDE ON-SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE BOARD OF COUNTY COMMISSIONERS. 6. THE CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE R.O.W., EASEMENTS, AND THOSE AREAS WITHIN THE LIMITS OF REASONABLY CLOSE TO THE CONSTRUCTION SITE. CONSTRUCTION AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL KEEP EQUIPMENT AND 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO MATERIAL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER 2. CERTIFIED FLAGGERS WILL BE ALLOWED WHEN NECESSARY FOR CONSTRUCTION DURING DAYLIGHT HOURS. TWO 12 FOOT ADDITIONAL COST. AGREEMENTS WITH PROPERTY OWNERS AS DEEMED NECESSARY. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE LANES PLUS 2 FOOT SHOULDERS MUST BE ESTABLISHED TO ACCOMODATE TRAFFIC DURING ALL NIGHT TIME HOURS. 5. THE CONTRACTOR MUST KEEP ALL OPERATIONS, INCLUDING ALL EQUIPMENT, WITHIN THE DELINEATED EASEMENTS, RIGHT OF WAY, RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENT ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL EARTHWORK NOTES CONSTRUCTION EASEMENTS MAY BE REQUIRED. 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 Z 6. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR(TCS)TO MANAGE CONSTRUCTION SIGNAGE AND FROM THE PROJECT INSPECTOR. 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST FOR THE O SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN WELD COUNTY RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK DUST PALLIATIVE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF GRADING. ~ a_ IS IN PROGRESS. 7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF tY 7. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN WELD COUNTY RIGHT OF WAY. THEIR PROPERTY AND/OR THEIR DRIVEWAY. U) SURVEY NOTES w 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. 0 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION 9. THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE WELD COUNTY RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS AT NO ADDITIONAL COST TO THE PROJECT. 1. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND RESET IF DAMAGED. 0 PERMIT AND RIGHT-OF-WAY USE PERMIT. Z 10. FAILURE TO COMPLY WITH STORMWATER REGULATORY REQUIREMENTS MAY RESULT IN ENFORCEMENT ACTIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES ENVIRONMENTAL NOTES w dddddddd ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PRIOR TO COMMENCEMENT OF CONSTRUCTION. PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, 1. ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA WILL BE CLEAN OF NOXIOUS WEEDS AND WILL BE SUBJECT TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATION AND TO INSPECTION. ALL VEHICLES WILL BE WASHED THOROUGHLY TO REMOVE DIRT, PLANT MATERIALS, AND OTHER FOREIGN TRENCHING. MATERIALS PRIOR TO ENTERING THE PROJECT SITE. NOXIOUS WEEDS OBSERVED IN AND NEAR THE CONSTRUCTION SITE UNLESS OTHERWISE IDENTIFIED BY WELD COUNTY OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL SHALL BE TREATED WITH HERBICIDE OR MECHANICALLY REMOVED PRIOR TO ANY GROUND DISTURBANCE. SOIL (CDPHE)WATER QUALITY CONTROL DIVISION (WQCD)AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, SUPPORTING NOXIOUS WEEDS OF MORE THAN 10 PERCENT SHALL NOT BE USED AS TOPSOIL DURING REVEGETATION THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO EFFORTS. C) PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE CO WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM THROUGHOUT CONSTRUCTION. 2. A QUALIFIED BIOLOGIST SHALL CONDUCT A BIRDS OF PREY SURVEY PRIOR TO START OF ANY CONSTRUCTION THAT IS Q FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR PLANNED TO OCCUR BETWEEN FEBRUARY 1 AND AUGUST 31. THE SURVEY SHALL BE CONDUCTED NO MORE THAN 7 DAYS CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR 12. THE CONTRACTOR SHALL ADDRESS LOCAL DRAINAGE DURING EACH PHASE OF CONSTRUCTION. THIS SHALL NOT BE PAID PRIOR TO CONSTRUCTION. IF AN ACTIVE NEST IS OBSERVED WITHIN THE RECOMMENDED 50 FOOT BUFFER AREA, THE O ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 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 11 HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML ORDER TO COMPLY WITH THE CPW RECOMMENDED BUFFER ZONES AND SEASONAL RESTRICTIONS FOR COLORADO 13. ALL BACKFILL MATERIAL AND EMBANKMENT SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND TECHNICAL RAPTORS GUIDANCE. 11. THE TYPES, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE SPECIFICATIONS AND THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL BRIDGE CONSTRUCTION, 2017 EDITION, EXCEPT WHERE NOTED OTHERWISE. 3. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG Z UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL COLORADO HAVE FLEDGED. IN COLORADO, MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. 811. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES. 14. TYPE OF COMPACTION FOR ABC CLASS 6 WILL BE AASHTO T-180. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A O 12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS, INCLUDING FENCES, SIGNS, CULVERTS, AND ROADS, AND THE REMAINDER OF THE PROJECT IS AASHTO T-209/SECTION 203 OF CDOT RED BOOK NOTE G1. BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. DAMAGED DURING EXECUTION OF THE WORK. 0 13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD. DAMAGED PINS WILL BE REPLACED BY THE 15. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING, BUT NOT LIMITED TO, DRIVES, FENCES, 4. CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS SHALL BE COMPLETED BEFORE Q CONTRACTOR AT THEIR OWN EXPENSE. RETAINING WALLS, TREES, VEGETATION, AND BURIED IRRIGATION. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND 7 REPAIRED AT THE CONTRACTOR'S EXPENSE WITH 48 HOURS OF NOTIFICATION BY THE OWNER. AUGUST 31, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX(6) INCHES OR LESS PRIOR TO APRIL 1. Z 14. ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, Q IN THE GEOLOGIC AND PRELIMINARY ON-SITE WASTEWATER TREATMENT SYSTEM SITE AND SOIL EVALUATION (PROJECT#20-1130) BY 16. BREAKPOINTS ON SLOPES AND IN BOTTOM OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING SHALL BE IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX(6) INCHES. FAILURE TO MAINTAIN N SOILOGIC. VEGETATION HEIGHT OF SIX(6) INCHES OR LESS MAY POSTPONE PROJECT CONSTRUCTION. 0) APPEARANCE. 15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. W 0 co w W 1. OQ 16. CONTRACTOR ' nnn'iinr ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER, AS 17. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED PER THE TYPICAL < 7 O IDENTIFIED IN IADDRESSEDIJMENTS. CROSS SECTION, USING A SAW AND OR ROTOMILL OR OTHER METHOD AS APPROVED BY THE ENGINEER, TO CREATE A Add these notes. L CLEAN CONSTRUCTION JOINT. THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING. THE CONTRACTOR WILL BE ADDRESSED U 0 wz o 17. KEEr ALL ROADC FREE OF MUD AND DCDRIC. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS REQUIRED TO PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATIONS. THE 0 2 0 FROM ALL ROADS AT THE END OF EACH WORK DAY. RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. I 0 - - 1• - . A VERTICAL EDGE NEXT TO TRAVELED WAY DURING CONSTRUCTION. ALL SLOPED s I e:,:ls ".1 lidrk nc s that ccnflis ,.Itl :.' ased cDnstrJctlon tr0r c ccntr._' sl c, I Le c.L itcr -:,fa_ H 19. NO FILL MATERIAL SHALL BE PLACED, WORKED,I _ _ z • 7 AND OR ROLLED WHILE THE MATERIAL IS FROZEN, THAWING, OR DURING , - LON/ LLI O POOR/INCLEMENT WEATHER CONDITIONS. 4:1 1 r7e '.' S :ins s.-a I'c e a .-) r".,-'1 t'1I�,r�55 L. 1 .. ,. '. 1- D L.f. Z U 19. DIMENSIONS FOR LAYOUT AN/1-7-C NSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS Z 0 Cl- W 0 20. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANY TIME. ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATIONS. 5 [. iSt!n.r't SIVIS S'FI . r� "�n-r.wed am r_. -c-;- .ed {�c c ir= -:te•� -.--; :-ie •ngin�rr �1-'� ns �I ='.; in 1-e :..n.,' rc= Tie 8 U G 0 21. NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT, ON c.:Pitr :c.tci 5 ri. l: Y._ I:I t';, I e:)1 3V.- .::1-1,' s .s'- s il- : : rei e da ai. C: rx :)st iui in c cnstri..cticr WEEKENDS, ON HOLIDAYS, OR DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY. 20. THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT Y 22. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BE SAWCUT AT PROJECT EXTENTS, WHERE NEW BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK. U _jr, - ='_ stall De �ertc r-7e_ seeI se tr.L Irc ' " au e ASPHALT OR CONCRETE PAVEMENT WILL BE PLACED. 23. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES 21. CONSTRUCTION SHALL FOLLOW THE PHASING PLAN. ANY VARIATIONS SHALL BE SUBMITTED TO THE ENGINEER ONE WEEK ;_ c:r E-C,st :_ E,s,=s shall Pe c: 'i I:le i '2:._• ' • 2.121 ' . 2 :1aLIC1e ,- ft in length MUST BE MAINTAINED BY THE CONTRACTOR. PRIOR TO CONSTRUCTION FOR APPROVAL OR REJECTION. Lrses shell be Ind_r_ied in cast Dt sr_p posts. lop ct D=_e Eta I Le 4 - 2.. a o,e ` r shed c-3rie. 24. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE, OR APPROVED BY WELD COUNTY RIGHT-OF-WAY USE PERMIT. 22. ALL DETOUR PAVING SHALL INCLUDE, BUT NOT BE LIMITED TO, ASPHALT, ABC, EMBANKMENT MATERIAL, TEMPORARY 25. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY CULVERT EXTENSIONS, AND ANYTHING ELSE REQUIRED TO SAFELY ACCOMMODATE TEMPORARY TRAFFIC AS DIRECTED BY k I... -1 Iron ..are -- ipri-vintF s-tmr:e `;t=e1 -Inrc:'.. 'l'P •. Ithl I ICk r- 1 1'= 'Fr= THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. THE ENGINEER. 26. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE r e-m`inent stripyn(j Iavo'.rt siinll ;-)e ' cf:'-_._it .e_i ' fcr .:.•e f c_:D.Jnt`:' ;:.,:y--vn1 nr:-T tc :7er n..ert ctririrri r.-r.� iti D'1 PL 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. .x 1 r;i :rip mnfl rt :1 th CI.r, Ir 1:-.' I- " : IT- -[-_;1 1 i s 'i.-1 ,s c-:r; TAJ 28. CONTRACTOR SHALL SUPPLY CERTIFIED WEIGHT OR QUANTITY TICKETS FOR PAY ITEMS. TICKETS SHALL BE SUBMITTED WITHIN 48 C'' HOURS OF DELIVERY. r ,E lT' II I P.-13 S r= 7 ': t.I ri:r n spec. - c : ors arc ,NpprcYec. -)ici:._ cis 29. A WELD COUNTY RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ALL WORK WITHIN WELD COUNTY RIGHT-OF-WAY. 1/27/2025 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 GN1 RIGHT TO VIEW OR RETAIN ANY AND ALL SCALE TICKETS. a SUMMARY OF APPROXIMATE QUANTITIES - BASE BID TABULATION OF ROADWAY QUANTITIES E 1 INDEX ROADWAY AGGREGATE BASE COURSE ASPHALT PAVEMENT GRAVEL SHOULDER ITEMNO. CONTRACT ITEM UNIT PLAN AS CONST. STATION/LOCATION SF FINAL SF FINAL SF FINAL In 201-00001 CLEARING AND GRUBBING LS 1 COUNTY ROAD 32 4 ' O BOOK PAGE SHEET o 202-01000 REMOVAL OF FENCE LF 10,315 STA. 6+98.16 TO STA. 27+80.16 25,625 25,625 2,050 i 202-00220 REMOVAL OF ASHPHALT MAT SY 1,065 COUNTY ROAD 39 I < A 202-05026 SAWING ASPHALT MATERIAL (6 INCH) LF 4,785 STA. 16+41.77 TO STA. 43+34.19 45,695 45,695 2,665 c/ 0-- 203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 780 203-00060 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 1,7101 w 207-00205 TOPSOIL (STOCKPILE & REDISTRIBUTE) CY 1,225 —11 1 208-00002 EROSION LOG TYPE 1 (12 INCH) EA 14 208-00020 SILT FENCE LF 3,170 212-00006 SEEDING (NATIVE) ACRE 1.4 w I- 614-00011 SIGN PANEL (CLASS I) EA 7 Q< 614-00216 STEEL SIGNPOST (2x2 INCH TUBING) EA 7 626-00007 MOBILIZATION LS 1 627-00002 THERMOPLASTIC PAVEMENT MARKING EA 9 627-00004 EPDXY PAVEMENT MARKING LF 19,475 630-00016 TRAFFIC CONTROL (SPECIAL) LS 1 z 0 I= a E U w 0 0 z dddddddd w a) W cil ~- Q Q ~ O a Z i 3 Z W o a 0 E Q X Z O Q 0. N CL CO w L'Ilm wQr o LL o � a O WO o C J C O Q z it: O L.f_ E 0 Z O 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., A PI/11 ►A►TX/ /1C In ICI in cTATC c r r+/1► inn A►n LAJl./1V / T Vr VVCLU, J I/11 C 'Jr L./LILL/TV`IUV M95056 M94931 M94952 JIN P59939 FOUND PANEL POINT106 M95048 FOUND PANEL POINT 105 60D NAIL U 60D NAIL RE/LTD LIABILITY CO M95063 M95030 M95024 M95019 M94951 INVESTORS LTD.LIABILITY CO. M95064 P59941 M95035 M95009 M94938 (SHERIFF'S DEED)REC.NO.2393929 M95014 M95008 11 I RE/LTD LIABILITY CO M94942 RP7368 (SHERIFF'S DEED)REC.NO.2393929 M94937 87 M94922 N89°1824'I E 5327.56' VN89°41'00"E 2560.65' V 16115 1 N 89°41'16"E 2560.83' 18117 -/ I NORTHERLY LINE,NW 1/4 SEC. 16 1/4 CORNER NORTHERLY LINE, 3.25"ALUM.CAP �f PLS 16415 1995 SEC 9/SEC 16 NE 1/4 SEC. 16 NORTHERLY LINE,N 1/2 SEC. 17 17116 2.5"ALUM.CAP FOUND 3.LS ALUM.CAP PLS 2LUM.0671 CAP PLS 38285 2015 FOUND 2.5"ALUM.CAP PLS 23501 I I I I I I I I I I t co U Li N CO d- (:3d- N N W NW1/4 SECT/ON 17 NE1/4 SECT/ON 17 z NW1/4 SECT/ON 16 Iw z I Lu NE1/4 SECT/ON 16 6, z T3NR65W 6TH PM I T3NR65W 6TH PM o z T3NR65W 6TH PM I T3NR65W 6TH PM M cp J o c z w ( 1- W I I I I M 0 0 FOUND PANEL POINT 102 60D NAIL I M94935 0 0 ill RE/LTD LIABILITY CO INVESTORS LTD.LIABILITY CO STATE OFCOLORADO (SHERIFF'S DEED)REC.NO.2393929 REC.NO.I 2980623 I U I M94943 Co c I M94944 I 1/4 CORNER NN < — -/ SEC 16/SEC 15 "' N 89°25'42"E 5327.77' - _ - - _ - - - - _ - - _ _ - - - N 89°34'15"i E 5130.33' - - / 1' 3.25"ALUM.CAP Z - - — — — — — — — — — — — — — — — — — — — 1/4 CORNER NORTHERLY LINE,S 1/2 SEC. 16 to rn J SOUTHERLY LINE,S 1/2 SEC. 17 SEC 17/SEC 16 i PLS 37045 FOUND2.5"ALUM.CAP EN o PLS 20671 o W Z 1- W I I I I I I I I co o U W rn M u) O co N Lu N W SW1/4 SECT/ON 17 I SE1/4 SECT/ON 17 z SW1/4 SECT/ON 16 I SE1/4 SECT/ON l6 N. T3NR65W 6TH PM I T3NR65W 6TH PM N _ T3NR65W 6TH PM T3NR65W 6TH PM o J o o ct W z FW- � cn w W I I I I I I I FOUND PANEL POINT 101 I MAG NAIL M94917 I M94919 M94945 I M94918 16115 \ _ 352 3.25"BRASS CAP 19120 M94921 16/17 S 89°27'15"W 5139.32' / M94916 PARTIALLY ILLEGIBLE FOUND 3.25"ALUM.CAP S 89°3321"W 2663.90' 1/4 CORNER S 89°32'52"W 2663.99' 17116 PLS 38285 2015 SEC 17/SEC 20 WELD COUNTY ROAD 32 20/21 SOUTHERLY LINE, S 1/2 SEC. 16 PLS 16415 SOUTHERLY LINE, SW 1/4 SEC. 17 SOUTHERLY LINE, SE 1/4 SEC. 17 FOUND2.5"ALUM.CAP FOUND PANEL POINT 100 FOUND 3.25"ALUM.CAP PLS 32829 2000 MAG NAIL PLS 33642 2006 Li LEGEND SCALE: N.T.S. 0 SECTION CORNER AS NOTED DATE:01/13/25 CLIENT NAME. REI, LLC/INVESTORS LLC CALCULATED SECTION CORNER JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION @ FOUND PROPERTY CORNER MARKED PLS 11399 JOB NAME:PELICAN LAKE RANCH FILING NO2 Ackl a m, Inc. S C I o FOUND PROPERTY CORNER MARKED PLS 16415 DRAWN:JAH CHK: CAD 0 FOUND PROPERTY CORNER MARKED PLS 32829 REV: - Brighton,13 S.27thCOAvenue0601 C 80601 O SET PROPERTY CORNER MARKED PLS 37070 AFE NO: 6 35 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIORAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:27pm 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., Nnn► ►A►TX/ nC tnICI in cTnTC in nn► n►7ninn I L,L/ JIV 1 T Lir VVCLU, J I/1 I C 'Jr L./LILL/TV`IUIJ M94933 / 1/4 CORNER SEC 4/SEC 9 M94927 M94950 / / BEEBEp��FAR S 9R/( y M94936 FOUND422006UM.CAP N89°35'S8"E 2632.409asao 1 N 89°32'11"E 2652.19' N 89°32'14"E 2652.19' N 89°35'54"E 2632.48' / 91 0 _// 1 817 NORTHERLY LINE,NW 1/4 SEC.8 1/4 CORNER NORTHERLY LINE,NE 1/4 SEC. 8 9 NORTHERLY LINE,NW 1/4 SEC.9 FOUND 3.25"ALUM.CAP NORTHERLY LINE,NE 1/4 SEC.9 PLS 16425 1985 FOUND 3.25"ALUM.CAP SEC 5/SEC 8 3.25"ALUM.CAP FOUND 3.25"ALUM.CAP PLS 16425 1985 _ PLS 38285 2015 1 PLS 37045 CAP STAMPED INCORRECTLY / / RP7385 C; 1 / / RP7396 CI 7 / 7 7 1 1 7 / t, rn oe / W RP7397 W ii W N O V- / / co c CO N LU N S NW1/4 SECT/ON 8 NE1/4 SECT/ON 8 / z NW1/4 SECT/ON 9 NE1/4 SECT/ON 9 o ? T3NR65W 6TH PM I T3NR65W 6TH PM l N J T3NR65W 6TH PM T3N R65W 6TH PM CO J O ce I / z W Z W I I RE/LTD L/AB/L/TYCO ,a 1 RF7398 (SHERIFF'S DEED)REC.NO.2393929 O 1 O h M97654 0 C. Q w N\ 1 M97653\ ` / I \ \ 1 / / M97652 C7 \ \ U / M94941 / ^ N P59938 \ \ 1 — — — RP7369 co 1/4 CORNER 1/4 CORNER / — — _ — — — — — — — N 89°38'32"E 5193.18'— _ — — , SEC 9/SEC 10 N 89°25'07"E 5316.24' w IF 2.5"ALUM.CAP SEC 7/SEC 8, — — — _ — — — — —. SAY — — —1— — — — — -. - — — — �1/4 CORNER NORTHERLY LINE, to z 3.25"ALUM.CAP MS PARK /NORTHERLYLINE, S 1/2 SEC.8 SECB/SEC9 N J PLS 32444 2011 PLS 38285 2015 \ / VU FAR / 3.25"ALUM.CAP S 1/2 SEC.9 o EY W / EgE BRA / — PLS 34995 Lu \ \ co / / 1 \ / M97651 0 W / 1 M94934 \ ---__ / FOUND PANEL POINT 104 NAIL GONE,SHOT AT PAINT LEG INTERSECTION P59940 M97650 t) I U w Zo 0Lri M w N �S M95075 US Co Z N M97649 0 4 ON J CD Cr M95011 M95012 M95070 Z U) 0) W (.j co 0 M97647 W U CI N G ci a M97648 cso N N SW1/4 SECT/ON 8 I 5E1/4 SECT/ON 8 SW1/4 SECT/ON 9 SE/4 SECT/ON 9 _ z N usT3NR65W 6TH PM I T3NR65W 6TH PM T3NR65W 6TH PM T3NR65W 6TH PM o o M95069 coW o J co O W M95068 z V) 0M95005 O M95006 1 1 1 M95056 M94931 \ M94952 FOUND 1 P59939 PANEL POINT 106 FOUND PANEL POINT 105 M95048 60D NAIL 60D NAIL RE/LTD L/AB/L/TYCO. M95063 M95030 M95024 M95019 M94951 INVESTORS LTD.L/AB/LITYCO. M95064 P59941 M94938 M95035 M95009 (SHERIFF'S DEED)REC.NO.2393929 ‹i M95014 M95008 RE/LTD L/AB/L/TY CO M94942 RP7368 (SHERIFF'S DEED)REC. NO.2393929 M94937 9110 87 M94922 N 89°1824"E 5327.56' N 89°41'00"E 2560.65' 47 3. 5 ALUM.CAP N 89°41'16"E 2560.83' 18 7 / I NORTHERLY LINE,NW 1/4 SEC. 16 1/4 CORNER NORTHERLY LINE, {rf PLS 16415 1995 SEC 9/SEC 16 NE 1/4 SEC. 16 NORTHERLY LINE,N 1/2 SEC. 17 17116 2 5"ALU . FOUND 3. ALUM.CAP I FOUND2.5"ALUM.CAP 2LSAL6 CAP PLLSS 38285 2015 M CAP 2008 PLS 23501 I 1 1 SCALE: N.T.S. CLIENT NAME. REI, LLC/INVESTORS LLC DATE:01/13/25 JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION JOB NAME:PELICAN LAKE RANCH FILING NO2 Acklam Inc. SC2 , DRAWN:JAH CHK: CAD 133 S.27th Avenue REV: Brighton,CO 80601 AFE NO: 7 35 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:28pm 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., r'+/11 ►A►TX/ /1C IA ICI in CTATC in nin I /1lAinn L,L/ JIV 1 T Lir VVCLU, J I/1 I C 'Jr L./LILL/TV`IUIJ 7 1/4 CORNER WELD COUNTY ROAD 38 :4301133:ND SEC 32/SEC 5 N 89°39'53"E 1333.19' N 89°39'57"E 1333.31' N 89°45'51"E 2638.43' N 89°24'41"E 2620.70' /FOUND 3.25"ALUM.CAP 32133 NORTHERLY LINE,NW 1/4 SEC.4 1/4 CORNERNORTHERLY LINE, l 2.5"ALUM.CAP PLS 11399CAP NORTHERLY LINE,NW 1/4 NE 1/4 SEC.5 E 1/16CORNER NORTHERLY LINE,NE 1/4 NE 1/4 SEC. 5 514 ILLEGIBLE RP6786 SEC 33/SEC 4 NE 1/4 SEC.4 RP6804 RP7402 I SEC 32/SEC 5 2.5"ALUM.CAP 3"BRASS CAP RP6789 I FOUND 2"ALUM.CAP PLS 38572 2021 1PLS ILLEGIBLE PLS ILLEGIBLE I Ln N U) vIz LLI ix-; 1 i -1- I-- co I W M Z °_ Z r' LLi N W v z N z o J O J O > >-- z 1 J z -E-' IW I) 1 I I I , 1 1 d NE//4 SECTION T3N R65W 6TH PM N - N 1/16 CORNERNE1/4 SECT/ON 4 SEC 6/SEC 5 NW1/4 SECT/ON 5 N 89°43'50"E 1331.20' N 89°32'11"E 1331.46' w NW1/4 SECTION 4 3.25°ALUM.CAP T3N R65W 6TH PM T3NR65W 6TH PM I T3N R65W 6TH PM C-N 1/16CORNER SOUTHERLY LINE,NW 1/4 NE 1/4 SEC.5 NW 1/16CORNER SOUTHERLY LINE,NE 1/4 NE 1/4 SEC.5 M - PLS 38285 2015 RP6765 SECTION 5 RP6766 RP6768 SECTION 5 M 3"ALUM.CAP I NOT FOUND o PARTIALLY ILLEGIBLE Z I-- W PLS 16425 19XX 0) I I 1 I d I w N 1 M co Z M . Icwi) I M �; I En us w Z N z °' -J I O —1 I o >- z I z � I- w 4-4 1' I d' v C i I ,%1 1 c\I cs w I 1 ' w 1/4 CORNER — J — _ W N 89°38'12"E 5297.92' I — — — — — — — — — — US_ -�— — SEC 6/SEC 5 A — — — — — — — — — — - - I — — — — — — — — — — — — — — I z — — — N LLi 3.25"ALUM.CAP '7 NORTHERLY LINE,S 1/2 SEC.5 1/4 CORNER =1 rn M z >- N OO J RP6779 5/SEC 4 J O PLS 38285 2015 RP6764 2.5"ALUM.CAP W o I O K I PLS 20671 2008 I- Z W W I Li., Cl) W I 1 M I % I O O tlt ° 11:144 I �S U d W is) co d d- N 1 RI u) SW1/4 SECTION 5 11 SE1/4 SECTION 5 .. z SW1/4 SECTION 4 I SE1/4 SECTION 4 T3N R65W 6TH "' T3N R65W 6TH PM T3N R65W 6TH PM T3N R65W 6TH PM M J N t O cr o W p W Z z I I I 1 I I I M94933 11/4 CORNER I M94950 / BEE8eD M94936 SEC 4/SEC 9 M94940 M94927 / ��AR'SP4RK� _ PLS 33642 2006 UM.CAP N 89°35'58"E 2632.40' F N 89°32'11"E 2652.19' N 89°32'14"E 2652.19' N 89°35'54"E 2632.48' qY I % FOUND 3.25"ALUM.CAP 154 / NORTHERLY LINE,NW 1/4 SEC.9 NORTHERLY LINE, PLS 164251985 817 NORTHERLY LINE, NW 1/4 SEC.8 1/4 CORNER NORTHERLY LINE,NE 1/4819 NE 1/4 SEC.9 FOUND 3. SEC 5/SEC 8 3.25"ALUM.CAP PLS ALUM.CAP FOUND 3.25"ALUM.CAP PLS 16425 1985 _ 38285 2015 1 PLS 37045 RE/LTD L/AB/L/TYCO CAP STAMPED INCORRECTLY I / (SHERIFF'S DEED)REC.NO.2393929 / RP7385 GG / / RP7396 0I 1 I 7 / \ I I SCALE: N.T.S. CLIENT NAME. REI, LLC/INVESTORS LLC DATE:01/13/25 JOB NO.:249011 REV.# REVISION DATE&DESCRIPTION JOB NAME:PELICAN LAKE RANCH FILING NO2 Acklam, Inc. SC2 DRAWN:JAH CHK: CAD 133 S.27th Avenue REV: Brighton,CO 80601 AFE NO: 8 35 FILE:Y:WRCHIVEIACKLAM JOBS1202010THERS1209025-BEEBE DRAW REZONE-PUDIDRAWINGS1209025_SURVEY CONTROL PLAN.DWG PLOTTED'.Jan 13,2025 12:28pm Q N: 1330960.39 E: 3225116.89 E 1 END: 73+05.07 0 fA co fo V) N- 0 ((I'i' a) 41111 O o • M a 0 a J 0 CCU) IX pC O M. FILING NO. 1 W o M1• �j Lni o rnI .I N I 23 O wI— O \ Q + Z 0 0 0 0 ----------------- in N: 1328965.07 E: 3225122.52 PI: 53+09.75 �; Z 0 o aco _ o w 0 O z II 0 0 + O 0) CO 0 o 0 o coin I z Z a 0 + O O. co ml 0 0 Lb Z a re o N in Z N PELICAN LAKEr co w o RANCH FILING NO. 2 w 0 I— 0 o DQz .1 < z o0wa + o n/ 5 I 0 0 CV Z WZ } > O z z DZON o fI I- 0Ltrt o O 00 � � w + 8 02i O O + O STATION EQUATION z N: 1323705.52 wcadE: 3225168.03 rn o0 STA: 0+50 � (COUNTY ROAD 32) 7 N t O STA: 0+50 N o + (COUNTY ROAD 39) 0 ,r, w IF__-_-N.. N: 1323705.13 E: 3225118.04 5+00 10+00- 15+00_ 20+00 25+00 30+00 _35+00 40+00 _45+00 50+00 -54 28 1/27/2025 BEGIN: 0+00 �� IN89°33'21"E 2713.90' "' COUNTY ROAD 32 1 1 1 IN89°32152"E 2713.97' 1% N: 1323726.17 0 400 800 N: 1323655.52 E: 3227831.85 E: 3230545.74 E: 3225168.47 Q Cein il 0 0o < ablcl 0 Q O rg PELICAN LAKE RANCH H FILING NO. 2 Z O t) W I- Q ADDRESSED COUNTY ROAD 32 Add north arrow - > KEYMAP for keymaps. z O M PELICAN LAKE a O RANCH FILING NO. 2 o a u) w o IX 10'ADDITIONAL R.O.W. DEDICATION O J O 40' PROPOSED R.O.W. 'w 30' R.O.W. DEDICATION PROPOSED ROADWAY WIDENING m W aaaaaaaa O Iw X x x x x _, , x X X X X �J X X X X X x I w —L . _ . . . . � (f) ,. i _ _ T w COUNTY ROAD 32 z Cyr) 60' R.O.W. BK. 48, PG. 153 EXISTING EDGE OF PAVEMENT O= 0 EXISTING SECTION LINE/ROAD CENTERLINE U Qi— 2 L.I_ r—W4z4 �.MU I ■ II I4I Z D r--is s I r— I I r--is _ O UNDERGROUND UTILITIES AND 0 STRIPING NOW FROZEN 0 z Z li Q a CV ml PELICAN LAKE R r co w o. w 0 o w1 RANCH FILING NO. 2 Q z a < Et >I 10'ADDITIONAL R.O.W. DEDICATION UO O w O O 40' PROPOSED R.O.W. Z LL U CO 1 EXISTING EDGE OF PAVEMENT ZO W c 30' ROW. DEDICATION I- > ~ w1 " z wX X X X X X X - X X — , X x x x x x — x x x rIz �/ = o ' x X X Xa LL. w ° U _ o� z1 COUNTY ROAD 32 JI 60' R.O.W. EXISTING SECTION LINE/ROAD CENTERLINE V I BK. 48, PG. 153 H Q I 2 PL TAJ REVISED SCALE TO 1" = 50' 1 • • iir ' lar 200' -—Now iiir ROW1 10 35 Q lie in 15'ADDITIONAL R.O.W. DEDICATION 410 O O I � _ 45' PROPOSED R.O.W. ' O J 30' R.O.W. DEDICATION Jan EXISTING SECTION LINE PI EXISTING EDGE OF PAVEMENT Iw C 60 R.O.W. Im COUNTY ROAD 39 BK. 48, PG. 121 W r PELICAN LAKE RANCH '� Z FILING NO. 2 — ' 0 l in — — xX _( xX xX _( X X X X - X� X X X �( X X X I Z_ PROPOSED ROADWAY WIDENING J W H M = o o I I g IQ PELICAN LAKE I. COUNTY ROAD 32 I It RANCH FILING NO. 2 Z KEYMAP 0 O t8 z O UNDERGROUND UTILITIES AND a STRIPING NOW FROZEN 0 w 0 15'ADDITIONAL R.O.W. DEDICATION d EXISTING EDGE OF PAVEMENT 45' PROPOSED R.O.W. I W aaaaaaaa >I I� Ct O 30' R.O.W. DEDICATION COl EXISTING SECTION LINE 60' R.O.W. Iw Q BK. 48, PG. 121 m WI COUNTY ROAD 39 Iw I(w M V ♦ ♦ ♦ — — x x- x x x L' CI I Q O 11 IU ~L<Cz Z I I O U 0 Z Z Q Q CVJ zcowO O QwQ ° UOW 15'ADDITIONAL R.O.W. DEDICATION 0 L.L G 0 45' PROPOSED R.O.W. z � ZO ° 30' R.O.W. DEDICATION D D I U 60' R.O.W. z O BK. 48, PG. 121 COUNTY ROAD 392 11 d III rirlinti U x_ _ x X f x x x x x x x x x PELICAN LAKE RANCH FILING NO. 2 if III PL I I ' TAJ il /1/1 1/27/2025 0 100' 200' 1" = 100' (HORIZONTAL) ROW2 A A A A A A A A A 11 35 Q 1 cc V) 4111 0 o LI- p < nj M cc ow C o O cc 1 IZ PELICAN LAKE RANCH H FILING NO. 2 Z I.".ADDRESSED n O Full mill and PELICAN LAKE RANCH overlay required. FILING NO. 2 Q (SEE SEPARATE PLAN SET) REMOVE & RESET EXISTING FENCE TO I 0 REMOVE EXISTING CENTERLINE STRIPING PROPOSED R.O.W. ALONG FILING 2 FRONTAGE lO SAW CUT AND REMOVE EXISTING ASPHALT w COUNTY ROAD 32 24" WIDE, 2" DEPTH Im KEYMAP EXISTING EDGE OF PAVEMENT x x x x x x x x x A x x x x x—IW EXISTING CONDITIONS NOTES: - - - - - - - - - - - - - - 7_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _1(f) 1. THE UNDERGROUND UTILITY INFORMATION SHOWN HAS I I I I I I I I I I I I i I I 1 I I I I I I I I I BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 I W NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL z i Z MUNICIPALITY/DISTRICT. THE ACCURACY AND 0 I COMPLETENESS OF THIS INFORMATION CANNOT BE H COUNTY ROAD 32 —I COMPLETENESS AND THE CONTRACTOR SHALL CONFIRM '= UNDERGROUND UTILITY LOCATIONS PRIOR TO U 60' R.O.W. U CONSTRUCTION. w � BK. 48, PG. 153 ' 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY 0 ACKLAM, INC. I2 DEMOLITION PLAN NOTES: z I 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL W <<<<<<<< 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 Z DAMAGE ANY SITE FEATURES NOT INDICATED FOR REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR II RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL J CONDITION AT NO ADDITIONAL COST. CO 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE Z INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. Q 0 LEGEND 0 ~ I/ J EXISTING MAJOR CONTOUR 0 EXISTING MINOR CONTOUR Z LU EXISTING EASEMENT W EXISTING GAS LINE D 0 EXISTING COMMUNICATIONS LINE O 06 0 EXISTING WATER LINE Qth EXISTING OVERHEAD ELECTRIC LINES 7 Z EXISTING UNDERGROUND ELECTRIC LINE O PELICAN LAKE RANCH EXISTING FENCE m CV i ' FILING NO. 2 EXISTING IMPROVEMENTS TO BE REMOVED z CO (f) 0 (SEE SEPARATE PLAN SET) W Q F- Z o W' REMOVE & RESET EXISTING FENCE TO < z0 fY PROPOSED R.O.W. ALONG FILING 2 FRONTAGE SAW CUT AND REMOVE EXISTING ASPHALT O L. 0 ON 1-1-10 Q' 24"WIDE, 2" DEPTH UNCC 0 m REMOVE EXISTING CENTERLINE STRIPING W CALL BEFORE Z ° C.)�' O } EXISTING EDGE OF PAVEMENT (FROM AERIAL) YOU DIG \\ Z I. Wax x x _ x x x x - x x x x —r x x x x x x — x x x x x x x a 811 ? zoI W �/ O Cl- 0 °Z 0 WI 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1 -800-922- 1987 o _ Wj z JI COUNTY ROAD 32 UTILITY NOTIFICATION Ui 60' R.O.W. I CENTER OF COLORADO H' BK. 48, PG. 153 < 21 ' I � PL .."-m,j. — r TAJ ity _— � — 1/27/2025 'REVISED SCALE TO 1" = 50' I 1 "=50 would be 0 _ 60' 120' better for readability. 1" , 60' (HORIZONTAL) EX1 12 35 Q 1 cc V) Qz LL < nj M cc 0- 0 Q O cc 1 PELICAN LAKE RANCH H FILING NO. 2 LU I O I- I O t) '0 J w 60' SAW CUT AND REMOVE EXISTING ASPHALT R.O.W. REMOVE EXISTING CENTERLINE STRIPING 24" WIDE, 2" DEPTH '_w ~0 BK. 48, PG. 121 EXISTING EDGE OF PAVEMENT COUNTY ROAD 39 Iw 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 I" COUNTY ROAD 32 1 1 r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 KEYMAP r-X X X X X x x x x x x X X -- x X x x x X X X X X �z _1 EXISTING CONDITIONS NOTES: L 1. THE UNDERGROUND UTILITY INFORMATION SHOWN HAS BEEN DERIVED FROM MULTIPLE SOURCES INCLUDING, BUT 'I- NOT LIMITED TO, TOPOGRAPHIC SURVEY AND THE LOCAL z REMOVE & RESET EXISTING FENCE TO MUNICIPALITY/DISTRICT. THE ACCURACY AND _O COMPLETENESS OF THIS INFORMATION CANNOT BE (- PROPOSED R.O.W. ALONG FILING 2 FRONTAGE 12 a GUARANTEED AND THE CONTRACTOR SHALL CONFIRM E UNDERGROUND UTILITY LOCATIONS PRIOR TO PELICAN LAKE RANCH 1 CONSTRUCTION. W FILING NO. 2 2. TOPOGRAPHIC SURVEY FIELD WORK COMPLETED BY 0 (SEE SEPARATE PLAN SET) ACKLAM, INC. DEMOLITION PLAN NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL w aaaaaaaa 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 Z DAMAGE ANY SITE FEATURES NOT INDICATED FOR REMOVAL, THE CONTRACTOR SHALL REPLACE AND/OR 04 RESTORE THE DAMAGED FEATURES TO THEIR ORIGINAL J CONDITION AT NO ADDITIONAL COST. 0) CL 3. ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE CO INSTALLED PRIOR TO ANY DEMOLITION ACTIVITIES. Q Z LEGEND 0 ~ I/ J EXISTING MAJOR CONTOUR 0 EXISTING MINOR CONTOUR EXISTING EASEMENT Z W EXISTING GAS LINE D 0 EXISTING COMMUNICATIONS LINE O 06 0 EXISTING WATER LINE Uvi EXISTING OVERHEAD ELECTRIC LINES 0 Z Z O w' EXISTING UNDERGROUND ELECTRIC LINE _ EXISTING FENCE Im 01 SAW CUT AND REMOVE EXISTING ASPHALT EXISTING EDGE OF PAVEMENT N REMOVE EXISTING CENTERLINE STRIPING 60' R.O.W. BK. 48, PG. 121 24" WIDE, 2" DEPTH EXISTING IMPROVEMENTS TO BE REMOVED HCf) CO (I) 0 0 CO' Lij0 ~ Z a WI COUNTY ROAD 39 Q w 0 0 w I ° V o 1 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 U N CC 0 L.L 2 U 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 CALL BEFORE Z LV w' - - YOU DIG O } X X X X X X X X U Z � Z X X X - X :: X X X - X X X X X X X X 811 811 DzoIm o J� D OR � Dr/ y U _i Z0 � )7 o 0 1 -800-922- 1987 ° O - W I—' REMOVE & RESET EXISTING FENCE TO Q PROPOSED R.O.W. ALONG FILING 2 FRONTAGE UTILITY NOTIFICATION 21 PELICAN LAKE RANCH CENTER OF COLORADO FILING NO. 2 (SEE SEPARATE PLAN SET) I I ' TAJ il 1 /1/1 1/27/2025 0 60' 120' I mml I 1" = 60' (HORIZONTAL) EX2 13 35 cc 410 OZ O �II co- N I � o / � H + M o o 11 CIv v Q c _ O v°4 cl cc vi -� 0 0. O 1 / cc � Ix � / IPELICAN LAKE RANCH z * ! - _ s v Iv PELICAN LAKE RANCH >. W Z _ NOT A PART- ! \ \ / — z FILING N0. 2 FILING NO. 2 � AR- \�� (SEE SEPARATE PLAN SET) v 0 1.0 -. O / \ _ A �� I / 10'ADDITIONAL R.O.W. DEDICATION - _ W Vo - o I o �� A 40' PROPOSED R.O.W. - o EXISTING FENCE RESET G l TO PROPOSED R.O.W. _ / 60' R.O.W. 30' R.O.W. DEDICATION l W / BEGIN WIDENING \ \ ALONG FILING 2 /� BK. 48, PG. 153 �W o � ' \ \ �� STA:6+98.07 FRONTAGE N o \ 14+00 - / V OS:12.16' L \ X 9( - -� X — COUNTY ROAD 32 - - - o - - - — . �3- LLJ KEYMAP LLI 0+00 1+00 2+00 ' 3+00 4+00 5+00 6+00 -8+00- -9+I 0' 10 i 00 / 11 00 12 00 13 00 (n LEGEND + 4920 7+00 - - -- - -COUNTY ROAD 32 _- _ _ _ L -_-- w EXISTING EASEMENT - 660' REDIRECT&TURN LANE TAPER(55:1) �� — I� EXISTING GAS LINE Z o - - - /� �\ �' II EXISTING COMMUNICATIONS LINE o EXISTING EDGE OF PAVEMENT o c v U EXISTING WATER LINE E Freeze striping. \ \ � EXISTING OVERHEAD ELECTRIC LINES � o STRIPING FROZEN EXISTING UNDERGROUND ELECTRIC LINE 11 \� A I EXISTING FENCE a Z \ PROPOSED EASEMENT > dddddddd N � 0 �s o X PROPOSED FENCE W I 0 II \_ \ \ \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER -- /OO`� PROPOSED MAJOR CONTOUR COUNTY ROAD 32 - PLAN VIEW - /oO�� PROPOSED MINOR CONTOUR MILL AND OVERLAY NOW SHOWN OVER THE FULL WIDTH OF THE EXISTING / oo` / EXISTING MAJOR CONTOUR ROAD FOR THE TURN LANE IMPROVEMENTS AND NA NEW CENTERLINE/CROWN 0) HAS BEEN DEFINED BETWEEN ONCOMING DIRECTIONS OF TRAFFIC / .700, / EXISTING MINOR CONTOUR CO The County requires a mill and overlay over the entire road Q W surface resulting in a symmetrical 2.0% cross slope. Therefore, the profile shall be for the centerline/crown of theIL O road and shall be a proposed profile meeting the WCECC z Et vertical design criteria within the extents of the overlay. D CL 0 o6 o Z 4935 4935 Q a z J Q CL 71- 4930 o (� Nr CO w CI co o coco 4930 N o II rn EXISTING GRADE rn rn W __ I— o a „ > + ,T II .. BEST FIT ALONG 4_ + 4 <CUJ M � J a) 6 ? Qza 4925 "' Q w U) w Q w 4 am 4925 ° 0 Lu 0 OJ a s cc O w > > 0.91% A I c~n w + w a II • 6 UNCC OU d d 1.19% •A -2.49% > > „ > CALL BEFORE Z LV ° w a r 7r _ co YOU DIG Z \ I- w c~i) w 0 � Im Z - .51% 1.20% '2.9g% - ii � r U 0.72% • ._ ._ Qw + � rn �' 4920 8a 811 � Z � Z o 4920 A N IN. N- HP STA=6+63.62 coo -2.640 ~ J > 7 OR ^ o HP ELEV=4924.62 c� CL a I- Lii D L.L CO rn PVI STA=6+92.66 + rn - w 'I > ZOO O W 4915 N N LP STA=1+75.50 N C to o PVI ELEV=4925.04 _2 03% o_ a I- w 4915 - - - U U o, o LP ELEV=4920.04 ai o I- > A.D.=-3.39 I- > w + rn PVI STA=1+94.25 + rn K=36.82 2'1 7% a ri PVI ELEV=4919.70 Q 125.00'VC UTILITY NOTIFICATION i- > A.D.=1.92 > p,°i CENTER OF COLORADO 4910 `� K=78.03 u) 2 4910 150.00'VC 4905 4905 PL 40""e..... 4900 4900 TAJ 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+00 131 REVISED SCALE TO 1" - 50' I 1,-!-N.....ir 1 "=50 and 1/27/2025 1 "=5' would be better for 0 60' 120' readability. 1" = 60' (HORIZONTAL) RD1 COUNTY ROAD 32 PROFILE VIEW 1" = 6' (VERTICAL) 14 35 Q 1 cc V) z \ , , . \ 0 g / v I/ / \ �\ 410 < j v v D 0 \ �� \ li 0'D \ 9s 0 000 \ I O �� Ix V — �90 PELICAN LAKE RANCH - i / o c) H FILING NO. 2 \ / PELICAN LAKE RANCH Do z z �' N / FILING NO 1 . 2 1 I r 900 / (SEE SEPARATE PLAN SET) \ : 1 I� 10'ADDITIONAL R.O.W. DEDICATION / H EXISTING FENCE RESET TO PROPOSED \ / END WIDENING H I- HI 60' R.O.W. 40' PROPOSED R.O.W. / 4905 —_ R.O.W. ALONG FILING 2 FRONTAGE STA:27+80.16 I W BK. 48, PG. 153 30' R.O.W. DEDICATION — OS:12.53' L W \ Is I 12' 12' --I \ .12' )( R —- X X X X X CWO r -X 32 W o _— , - — — ' !' R3o' Rao, o — W OKEYMAP o W 15+00 -16+00 -17+00 18+00 19+00 21+00 22+00 N 23+00- 24+00 25+00� 26+00 27+ I 20+00 _ _ — 28+00� ' LEGEND ' I _ -- _ _ COUNTY ROAD 32 — w W _— - -- — — - I EXISTING EASEMENT 650' LEFT TURN LANE - - V 660' REDIRECT TAPER (55:1) \/ - J EXISTING GAS LINE Z —I IN // EXISTING EDGE OF PAVEMENT ; = U EXISTING COMMUNICATIONS LINE 0 � � UI � A II— EXISTING WATER LINE 0_ I2EXISTING OVERHEAD ELECTRIC LINES u) 2I v Freeze striping. EXISTING UNDERGROUND ELECTRIC LINE 0 i 0� 0 0 �� EXISTING FENCE STRIPING FROZEN 0 0 o o s IPROPOSED EASEMENT > 44444444 — X PROPOSED FENCE V A / / \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER i —100`___/ PROPOSED MAJOR CONTOUR COUNTY ROAD 32 - PLAN VIEW —10p�___/ PROPOSED MINOR CONTOUR MILL AND OVERLAY NOW SHOWN OVER THE FULL WIDTH OF THE EXISTING �'oo� / EXISTING MAJOR CONTOUR ROAD FOR THE TURN LANE IMPROVEMENTS AND NA NEW CENTERLINE/CROWN / .700, / EXISTING MINOR CONTOUR 0) HAS BEEN DEFINED BETWEEN ONCOMING DIRECTIONS OF TRAFFIC 0 The County requires a mill and overlay over the entire road Q W surface resulting a in symmetrical 2.0% cross slope. J Y I/ Therefore, the profile shall be for the centerline/crown of theIL O road and shall be a proposed profile meeting the WCECC z IX vertical design criteria within the extents of the overlay. D 12. 0 OS U Z 4920 4920 Q a PVI STA=24+65.44 Z J N PVI ELEV=4903.82ON c A.D.=-3.33 N 4915 + 71_ o o K=45.10 4915 CV N ii rnco 150.00'VC (� V J M EXISTING GRADE ii > N I o rn PVI STA=27+50.30 Z 0 BEST FIT ALONG Q w Q w + rn i °o r` PVI ELEV=4890.72 W 0 7 0 U)) w I- _1 N o o ~ o `ocz; A.D.=4.46 L a 4910 5 > > N > + ,± K=44.80 4910 U LLI a CL a < J N I N N 200.00'VC 0 O 0 U) w Q > 6 j UNCC O Q U A I A -0.83% U) w ~ CALL BEFORE z W 1.12% A 0.75% �' N CO M O } A -0.42% ° > > o L0 o o YOU DIG _ I- -0.90/o + rn rn H Z 4905 I a Q U Q 4905 a 811 . z O Z o in HP STA=18+90.72 in N. -1.27%i • w 0- u) a- D OR I j D r/ ' Q ti LP STA=15+89.07 ti co a HP ELEV=4908.23 + N Z O 0 J co co r- PVI STA=18+72.54 rn O 4900 + o LP ELEV=4906.15 + a Y 4900 1 -800-922- 1987 8 v v PVI STA=15+51.77 co + Q U PVI ELEV=4908.83 Q a PVI ELEV=4905.24 A.D.=-1.95 u) ,460°% I- > A.D.=3.18 i- > K=128.18 UTILITY NOTIFICATION u) o- K=78.52 u) a- 250.00'VC 4895 250.00'VC O 4895 CENTER OF COLORADO 4890 4890 Ow --"............ PL 4885 4885 TAJ 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 28+00 11".__Nos..ir 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD2 COUNTY ROAD 32 PROFILE VIEW 1" - 6' (VERTICAL) 15 35 Q lie in \ il 0 Qz p / 1 / < ail — VI \ _ I ehCe � _ / / II II/ CM 0 Ce rd PELICAN LAKE RANCH oLLI PELICAN LAKE RANCH N �� j FILING NO. 2 ,v A FILING No. z I— (SEE SEPARATE PLAN SET) _ v Loi N-' 10'ADDITIONAL R.O.W. DEDICATION EXISTING FENCE RESET TO PROPOSED \ W 60' R.O.W. \ \ R.O.W. ALONG FILING 2 FRONTAGE I- W BK. 48, PG. 153 40' PROPOSED R.O.W. 0 W'I 30' R.O.W. DEDICATION- — -- I J \ I I (� X X X X X X X X X X ; _ X X X; X X X X X _ _ _ _ — — UNTY ROAD W 39+00 40+00 41+00 COKEYMAP32 LLI ii 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 I j I I I I I I I I I i W I COUNTY ROAD 32 - - _ ___ , LEGEND Z 1 EXISTING EASEMENT EXISTING EDGE OF PAVEMENT _' EXISTING GAS LINE z \ 1, 0 0 \ EXISTING COMMUNICATIONS LINE F IA 'STRIPING FROZEN I EXISTING WATER LINE a \ 0 C' Freeze striping. EXISTING OVERHEAD ELECTRIC LINES uv, GG W -(15' - EXISTING UNDERGROUND ELECTRIC LINE 0 CO \ EXISTING FENCE a \V i PROPOSED EASEMENT 44444444 X PROPOSED FENCE \ \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER - /00`� PROPOSED MAJOR CONTOUR COUNTY ROAD 32 - PLAN VIEW - /00�� PROPOSED MINOR CONTOUR MILL AND OVERLAY NOW SHOWN OVER THE FULL WIDTH OF THE EXISTING / =oo` / EXISTING MAJOR CONTOUR ROAD FOR THE TURN LANE IMPROVEMENTS AND NA NEW CENTERLINE/CROWN 0) HAS BEEN DEFINED BETWEEN ONCOMING DIRECTIONS OF TRAFFIC / .700, / EXISTING MINOR CONTOUR CO 0 The County requires a mill and overlay over the entire road Q W surface resulting in a symmetrical 2.0% cross slope. il Therefore, the profile shall be for the centerline/crown of theIL O road and shall be a proposed profile meeting the WCECC z IX vertical design criteria within the extents of the overlay. D 12. 0 OS U Z 4900 4900 Q a 00 � z mi coM c6 O O O co 4895 co 11 4895 coV w CNI M u) w CN EXISTING GRADELc) w Q I— o a > > BEST FIT ALONG o co + < 7 4 O 4890 -0.14% a 0.25% e I 71. co M PVI STA=39+38.69 4890 W p J PVI ELEV=4875.85 0 A < J A.D.=0.91 UNCC o 2 IX 0 -2.p7% u) w '' K=82.35 CALL AYOU DI ORE ZO W d a I- J m 75.00'VC > H 4885 w c0 4885 811 " 7r co O ~ M H P STA=31+50.24 co M 2.43% > > o co 811 7 r1/ Z 0 co d + co D D Et cc°.i HP ELEV=4890.70 n °`�° �� + OR ~ L.L 0 M 7r PVI STA=32+38.86 co Q w M M Z Q > PVI ELEV=4890.95 Q ~ '2.3g% w Q Q j O O 5 O W 4880 > A.D.--2.31 > 4880 1 -800-922- 1987 C� K=97.31 CL a 225.00'VC -1.79% UTILITY NOTIFICATION 4875 -0.87% 4875 CENTER OF COLORADO 4870 4870 OW --........... PL 4865 4865 TAJ 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 41+00 11".__No..ir 1/27/2025 0 60' 120' I mml I 1" = 60' (HORIZONTAL) RD3 COUNTY ROAD 32 PROFILE VIEW 1" - 6' (VERTICAL) 16 35 Q ____ i ____ ______, ___ _ __ _ __ _ _ El - - . ,__ , \_ _ _, \ ,, O, LL o D \ �� o)� �_ _ I J co) Ce VI \ / / / p 0 15'ADDITIONAL R.O.W. DEDICATION CO PELICAN LAKE RANCH o / I BEGIN WIDENING > H � / STA:16+41.69 // I- FILING NO. 2 �" OS:8.7T R , 45' PROPOSED R.O.W. �/ i G J / o \ 30' R.O.W. DEDICATION — \ W V v IUJ � �� 60' R.O.W. EXISTING EDGE OF PAVEMENT \ V BK. 48, PG. 121 \ 23+00 w I- -_ COUNTY ROAD 39 I W o 9+00 10+00 11+00 12+00 �� 13+00 14+00 15+00 16+00/ 17+00 18+00 19+00 20+00 21+00 22+100 I — (f) 1 1 1 1 1 1 1 v 1 1 1 1V 1 1 1 1 \ 1 I 1 __ — 1 1 I i — W COUNTY ROAD 32 --_ _ - - �� — — Z KEYMAP X xX x x \X xX x — X x x �F X X X )( X- x x- x xX v N v LEGEND N A \ •i— EXISTING EASEMENT 0 \ — \ 660' REDIRECT&TURN LANE TAPER (55:1) �/ 0 — A A I� EXISTING GAS LINE z \ \ 0 V A \ EXISTING COMMUNICATIONS LINE STRIPING FROZEN EXISTING FENCE RESET TO PROPOSED \ a R.O.W. ALONG FILING 2 FRONTAGE EXISTING WATER LINEPELICAN LAKE RANCH \ Freeze striping. U EXISTING OVERHEAD ELECTRIC LINES cn v FILING NO. 2 w - - .9S EXISTING UNDERGROUND ELECTRIC LINE 0 (SEE SEPARATE PLAN SET) S - o - 0 EXISTING FENCE O \ \ PROPOSED EASEMENT 44444444 X PROPOSED FENCE / --_ -- — -- , \ i \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER —100`� PROPOSED MAJOR CONTOUR COUNTY ROAD 39 - PLAN VIEW 7"--�100�� PROPOSED MINOR CONTOUR MILL AND OVERLAY NOW SHOWN OVER THE FULL WIDTH OF THE EXISTING ROAD FOR THE TURN LANE IMPROVEMENTS AND NA NEW CENTERLINE/CROWN / �'oo / EXISTING MAJOR CONTOUR HAS BEEN DEFINED BETWEEN ONCOMING DIRECTIONS OF TRAFFIC / .zoo, / EXISTING MINOR CONTOUR 0) The Countyrequires a mill and overlayover the entire road q Q la resulting in a symmetrical 2.0% cross slope. O J Therefore, the profile shall be for the centerline/crown of the li O road and shall be a proposedprofile meetingthe WCECC p p Z 0X vertical design criteria within the extents of the overlay. O OS U Z 0 Q 4960 4960 Z J 0.46% 0.28% Q p r Lo CZ oi cL,9 r co w 01 4955 N 4955 Z Q I— Q O QZ4 r + 0)0) ~� w J oOWO 2 0 4950 LP STA=9+10.04 ri II rn rn a 4950 UNCC U O LP ELEV=4930.43 + rn Q w 36� co CALL BEFORE Z LV Lo 1- N o � o � YOU DIG O \ } PVI STA=10+66.27 Lc, °o r ii w co H PVI ELEV=4930.13 II w 5 a Lo PVI STA=20+01.79 N U / . Z PVI ELEV=4957.64 8a 811 D z O Z o A.D.=3.18 Co m + rn u) J Q U Q 4945 K=110.74 c6 > > 2�8°�° ; A.D.=-2.39 4945 D OR � ' U 351.73 VC co rn ii > a 0_ Q w K=83.79 p co < w I- J 200.00'VC Z O M O J J 2.2 > > 1 -800-922- 1987 8 0 2 0 cn w 4% W O M J d d d 4940 0 N w ° 4940 o 5 5 262�0 EXISTING GRADE UTILITY NOTIFICATION BEST FIT ALONG ci CENTER OF COLORADO 4935 0 4935 4930 1 4930 4927 4927 ,. ' TAJ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00il 1 /1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD4 COUNTY ROAD 39 PROFILE VIEW 1" - 6' (VERTICAL) 17 35 Q El , , , OA ___ , , , , , / / 410 < n / / ___ - _ 1 _, 3 PI ,v (0 0 � � - - N Cew V� 0 Ce 15'ADDITIONAL R.O.W. DEDICATION — / \ rg PELICAN LAKE RANCH o FILING NO. 2 45' PROPOSED R.O.W. o o ~ 30' R.O.W. DEDICATION \ W v ' EXISTING EDGE OF PAVEMENT _ 650' LEFT TURN LANE I I -- -- -- -- -- - W ' 60' R.O.W. _ COUNTY ROAD 39 I W W BK. 48, PG. 121 W� _—__ = 1W o _24+00 25+00 26+00 27+00 + 28+00 29+00 30+00 31+00 + 32+00 33+00 34+00 35+00 36+00 WI w' AME C W C 2 \O N N W N ,, _ Z _ `R30' R30' _ _ z COUNTY ROAD 3 WI- � — — — — _ x x x ix x_ x x x x x x x J KEYMAP _ — — 12 / 37+00 II Z� — 12' 12' - - 12' �0 LEGEND J / — 12 / EXISTING FENCE RESET TO PROPOSED 'Q EXISTING EASEMENT I 600' RIGHT TURN LANE R.O.W. ALONG FILING 2 FRONTAGE C 010 o G EXISTING GAS LINE Z Freeze striping. I EXISTING COMMUNICATIONS LINE F <I - - - PELICAN LAKE RANCH EXISTING WATER LINE 4955 'STRIPING FROZEN' FILING NO. 2 EXISTING OVERHEAD ELECTRIC LINES c0i� (SEE SEPARATE PLAN SET) W \ _ _ EXISTING UNDERGROUND ELECTRIC LINE 0 \ ooSO — EXISTING FENCE O �� PROPOSED EASEMENT �� — — — o W X PROPOSED FENCE II I I I I I I I PROPOSED CULVERT/STORM SEWER —1Oo / PROPOSED MAJOR CONTOUR COUNTY ROAD 39 - PLAN VIEW PROPOSED MINOR CONTOUR MILL AND OVERLAY NOW SHOWN OVER THE FULL WIDTH OF THE EXISTING ROAD FOR THE TURN LANE IMPROVEMENTS AND NA NEW CENTERLINE/CROWN / �'oo� / EXISTING MAJOR CONTOUR HAS BEEN DEFINED BETWEEN ONCOMING DIRECTIONS OF TRAFFIC / .700, / EXISTING MINOR CONTOUR 0) The County requires a mill and overlay over the entire road 0 surface resulting a in symmetrical 2.0% cross slope. W Y0 Therefore, the profile shall be for the centerline/crown of the il J road and shall be a proposedprofile meetingthe WCECC O p p vertical design criteria within the extents of the overlay. Z IX D O OS U Z 4970 4970 Q a Z J coo HP STA=30+40.37 ON o HP ELEV=4953.47 a)4965 7r `r' PVI STA=31+34.19 4965 N CZ + °' PVI STA=33+63.05 H M co PVI ELEV=4953.69 ii PVI ELEV=4948.31 V J ii A.D.=-2.56 PVI STA=35+13.42 Z O Q w K=87.86 A.D.=1.82 w 0 1— 0 p K=54.82 PVI ELEV=4947.52 7 Q . w 225.00'VC A.D.=-2.01 D Z Q fY 100.00'VC O 4960 > > K=74.47 4960 U O W 0 0.07% A � � � o o 0, Lo 150.00'VC81 UNCC 0 O + �+ N N CALL BEFORE Z W e '/.97/ M � M � coo M7t �co � �co � YOU DIG O \ H 4955 a O Q 0 4955 U / I z N M •71- M a 811 DzONZ 0 0.21% I a H > H > D OR It: D L.I� n 0 N 71- 0, N 71- , I (/) - (/) 0- (n 0 71- Lo CS) Ns 4950 + PVI STA=25+17.24 co+ 2'35/ 4950 OU G O w N PVI ELEV=4958.88 N LP STA=29+35.67 1 -800-922- 1987 v U) a- A.D.=-1.90 u) > it> LP ELEV=4953.30 ccoo M EXISTING GRADE UTILITY NOTIFICATION a K=78.99 c+o PVI STA=28+14.86 rn BEST FIT ALONG 4 Y Y 150.00'VCNQ. v PVI ELEV=4953.01 Q IL -0.52% 0 4945 CENTER OF COLORADO 4945 u) A.D.=2.18 u) Cl- K=137.31 -2.54% 300.00'VC 4940 4940 4935 4935 ,. ' TAJ 23+00 24+00 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+00il 1 /1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD5 COUNTY ROAD 39 PROFILE VIEW 1" - 6' (VERTICAL) 18 35 / , 0 z 01 \ 410 < n , / 3 I 0 C4 Ow 15'ADDITIONAL R.O.W. DEDICATION 45' PROPOSED R.O.W. II CO PELICAN LAKE RANCH I 30' R.O.W. DEDICATION H FILING NO. 2 IJJ o / o EXISTING EDGE OF PAVEMENT n w \ 1 / O N 1 v L.J 660' REDIRECT&TURN LANE TAPER (55:1) — — - -- -- - - _' - — _ _ _ 4935 - 49 35 W WI COUNTY ROAD 39 w + 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 - _ 49+00 50+00 51+00 Q W 38+00 ° 39 00 I I I I I I I I I I A- I I I I I — - -ILI COUNTY ROAD 32 Z I-- x x )( x )( , x )( x )( )( x — - )( )( x x x KEYMAP JI1(7 /, / END WIDENING - — 60 R.O.W. STA:43+34.18 BK. 48, PG. 121 — LEGEND ' EXISTING FENCE RESET TO PROPOSED / OS:11.80' R vo H• \ R.O.W. ALONG FILING 2 FRONTAGE LTRIPING FROZEN — EXISTING EASEMENT EXISTING GAS LINE 2<I Freeze striping. PELICAN LAKE RANCH o I - EXISTING COMMUNICATIONS LINE FILING NO. 2 — a O (SEE SEPARATE PLAN SET) 99 — ' EXISTING WATER LINE E v / EXISTING OVERHEAD ELECTRIC LINES u) V0 04) / 4 4925 ' EXISTING UNDERGROUND ELECTRIC LINE 0 / / -- 3 EXISTING FENCE O <9�5 -- // / , ' PROPOSED EASEMENT z 44444444 X PROPOSED FENCE \ 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER / / —100`� PROPOSED MAJOR CONTOUR COUNTY ROAD 39 - PLAN VIEW 7---- 100�� PROPOSED MINOR CONTOUR MILL AND OVERLAY NOW SHOWN OVER THE FULL WIDTH OF THE EXISTING / /oo` / EXISTING MAJOR CONTOUR ROAD FOR THE TURN LANE IMPROVEMENTS AND NA NEW CENTERLINE/CROWN 0) HAS BEEN DEFINED BETWEEN ONCOMING DIRECTIONS OF TRAFFIC / .zoo, / EXISTING MINOR CONTOUR CO The County requires a mill and overlay over the entire road Q W surface resulting in a symmetrical 2.0% cross slope. J Therefore, the profile shall be for the centerline/crown of the u. road and shall be a proposed profile meeting the WCECC Z IX vertical design criteria within the extents of the overlay. D 12. 0 OS U Z 4955 4955 Q a z ml Q O 4950 HP STA=49+51.31 4950 N CM M oo HP ELEV=4935.70 H co M CO LP STA=43+32.78 PVI STA=50+04.21 Z v J 0 r` co LP ELEV=4931.60 PVI ELEV=4936.69 L11 0 0 Q II + rn A.D.=-3.03 ii PVI STA=42+71.47 < Z Q fY 4945 Q w co ii N PVI ELEV=4930.92 K=99.09 4945 U 0 w 0 0 i_ w �� > ``„ r� A.D.=2.86 _ 300.00 VC _ 0 J a u) w K=87.50 N N CALL BEFORE Z O 2 12% a w_ M 250.00'VC N M '•ci M •cr• M YOU DIG 0 } Q W � 00 � M N M N pp M p+p6) � � Z 4940 �, N N M 00 09 �, 4940 811 811 U Z O Z 0 co W co co 00 + 71- 6 Cl_ CL � � � � 71- ii iiii ii6 co cn � cn � D OR ' Q � Q > ii > Q w 1- Z J 4935 -2.13% c i ca a c~i) w `n `_" 49350 O CL O w w > > 0.98% o I 1 -800-922- 1987 8 v — v w > 0.74% a /o 0.37 0.73% UTILITY NOTIFICATION 4930 I 4930 CENTER OF COLORADO EXISTING GRADE BEST FIT ALONG Q 4925 4925 lipil III PL 4920 4920 ,. ' TAJ 37+00 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 50+501\1 I /1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) RD6 COUNTY ROAD 39 PROFILE VIEW 1" - 6' (VERTICAL) 19 35 1 cc . iro0 0 o LL p ao I PELICAN LAKE RANCH >t FILING NO. 2 0;' O \ I II C.)1 x\ - - --- -- - 4953.29 2.0% 4953.00 \ ^ H \\ / a ,o x \ ;-- .. 4953.31 ° 4953.02 I PELICAN LAKE CCWNTY ROAD 32 \ _ �` 2 0' KEYMAP (( \ RANCH FILING NO. 2 \ w/ (SEE SEPARATE PLAN SET) \ ii x LEGEND W - - - - - EXISTING EASEMENT 4953.29� 2.0% IT 4^53.00 - - EXISTING GAS LINE Z \\ \ • Q O ( EXISTING COMMUNICATIONS LINE _ H \ -� I EXISTING WATER LINE U ' M EXISTING OVERHEAD ELECTRIC LINES u) _ w `�900 PELICAN LAKE o I EXISTING UNDERGROUND ELECTRIC LINE , - , RANCH FILING NO. 2 +o- R30' EXISTING FENCE (SEE SEPARATE PLAN SET) co I • OZ 1 lati 4905.43 �� 4952.16 4951.30 PROPOSED EASEMENT > aaaaaaaa 4905.57 4953.20 I [4905.44 4905-19� N - I X PROPOSED FENCE / / p.g� 1.2% o o / / 1 1 1 1 1 1 PROPOSED CULVERT/STORM SEWER c. ci I 4952.16 4951.54 ��/Op`� PROPOSED MAJOR CONTOUR 4905.90 -/pp�� PROPOSED MINOR CONTOUR 4906.30 _ � 4905.92 goo 0+ Q 2.o°i° 1+00 2+I 0 / �7,00 / EXISTING MAJOR CONTOUR Q �I 20°'° PELICAN LAKE LANE /� \700� i EXISTING MINOR CONTOUR � U 410.10/0‘ 1.2% 4953.15 CO O4952.41 4906.30 1 re- o 4952.15 4951.97 4951.55 N _ > O �J - X -X X- I o o 0 x x � R30' N R30' 4906.22 4907.77 4907.72 4907.55 4906.52 4906.37 4953.11 Z I 4951.85 4951.33 c o.6°i° o.6°i O R30' / 0.2°i o.7°i° uu I �1 - - - - - 4905 o I0 I Aftenimmili............:......7___ Z O O O O O O n N N N� N� N� o O o _ 0.2% 0.7% 0.9% 1.0% N 0.9% 0.7% 0.6% 0.6% 11 O , 49 8.04 4907.87 J N 4907.047 4906.83 J 4906.67 4906.52 I U Cn 4908.08 � � � 4907.59 21+00 4953.15mi I O 2.0% 4952.63 0 20+00 COUNTY ROAD 32 I - - - - N N \ V CV O � r co w 0 -+ z O __ _ --N- -- -- -- -- r w Z o -- - -- N 4953.21 \2.0% ��4952.69 < L O < Imaw - I UCCALLFORE ci 4953.32 � 8 2.0% 4952.79 I I p OR I D Ct W o / iit I p O � Z w COUNTY ROAD 32 & PELICAN LAKE DRIVE INTERSECTION COUNTY ROAD 39 & PELICAN LAKE LANE INTERSECTION 1 -800-922- 1987 0 , 2 - UTILITY NOTIFICATION CENTER OF COLORADO Freeze striping. Provide similarly sized details on the striping plan. � PL STRIPING FROZEN. THE SIGNAGE AND STRIPING PLAN SCALE HAS BEEN mug TAJ REVISED TO 50 SCALE AND ALL RELEVANT STRIPING HAS BEEN DETAILED. IF__No..w 1/27/2025 0 20' 40' 1" = 20' (HORIZONTAL) R D 5 1" , 2' (VERTICAL) 20 35 Q E I , , 7 \ ________ zIt 2r2 sccri \ 7 , \ 7 \ cr) cc ow \ i \4 Q /( , 1 occ 1 PELICAN LAKE RANCH UJ \\ / \ I- FILING NO. 2 \ v NOT A PART- / , _ _ - / v / / PELICAN LAKE RANCH �' � vvv // FILING NO. 2 /' Q VA A V \ / / �� ) (SEE SEPARATE PLAN SET) / •0 0 V\ v / I W o / / o o 'Im N / o / o / A N _ / // \ IW COUNTY ROAD 32 v v v N // w W KEYMAP N V /v_ X -- _— _ / X X X X --_ .,A_ - -�#r - - `� / I — 4905 - — . - - - 4915 4910��' - - - - o - - - - o - -- - - - - LEGEND + 4920 0Z 4+00 5+00 6+00 7 00- -8+00 -9+00- 10+00- 11+00 12+00 13+00 J 14+00 -15+00 -16+100 -17+00- I I I I I I F I 1 'J i SILT FENCE 4920 Z COUNTY ROAD 32-4915 — 4910 -- - - -- 49 - 05 -- --- --- --- -- -- - - O = ° v _ _ / /l 1 �� 11— LIMITS OF CONSTRUCTION E - / ( ,\ / �� Cn VEHICLE TRACKING CONTROL 0 0 \\ CONCRETE WASHOUT AREA 44444444 �� 00 o STRAW WATTLES N N ,� vV 7 \ \ \ PERMANENT SEEDING SURFACE ROUGHENING C) CO STOCKPILE PROTECTION Q STABILIZED STAGING AREA NO INLET PROTECTION Z ',04.04.04.04.0 , NORTH AMERICAN GREEN v y N ? .?. 0 ° 0 < D \ / I / ) 0 0 0 0 SHOREMAT (SEE PLANS) / / \ A �\ / \ 1 \ \ / / NORTH AMERICAN GREEN Z / / EROSION CONTROL MAT 0 a \ (SEE PLANS) ml � - 4895 - Z �\ ' / RIPRAP12. v / ` PELICAN LAKE RANCH ) FILING NO. 2 - N -900 �000 (SEE SEPARATE PLAN SET) �� / � ix J O �6,CO O Q Z Z < � y c. o o O �9os I 6 A U N CC p 2 0 O CALL BEFORE Z U w � � - _ _� - - �� x x �� x x x �, / x x x x x x X You DIG X X - r4 4905 J �� L _ -- - - - - 81 DZI- U 1 _ _ 4905 - _ _ ___,_____ _ _ 1_ _ 81 1 D z o ° ��i � ,— � 48� - W - —o E 95 _ �� 4890 (� 4g00 , _ _ _ ____ z + 19+00 21+00 -22+00 23+00- - 24+00 255++00- 126+00- -27+00- 28+00 29+00 30+00 31+00 D O R ' I I I I I I I I 20+00 - _ - - 1 -800-922- 1987 g Ci- 4905 - - - - COUNTY ROAD 32 a U W U - --1 / 7 - - UTILITY NOTIFICATION Qi , I /\ CENTER OF COLORADO N / / \ / ) I s 66 0 N° ° PL 40---& / 7 / TAJ / / / \ / \ """--N—w ,....... . ____ . _... ..... 1/27/2025 'REVISED SCALE TO 1" = 50' I 1 "=50 or larger would 0 — O' 12°' be better for readability. 1" , 60' (HORIZONTAL) ECI 21 35 Q El , 7 1 I i 100 0 o 7 / / q9°� / / cr) < BI C 0- \ , ,z _ _ a / / - - - / o cc 1 N Ix / / / / PELICAN LAKE RANCH / H FILING NO. 2 / Z / v �� / / i N\ ICK di- I- / / / ( COUNTY ROAD 39 _ •m COUNTY ROAD 32 24+00 25+00 26+00 27+00 28+00 29+00 'w KEYMAP16i00\ 17+00 18+00 19+00 20+00 21+00 22+00 23+00- - — 1 I i i i i i i i i i T —4o LU o ozCV r ' .� - z LEGEND y� x x x --- x x — x x - x = �_ Lij --�— � --, I_1 fi SILT FENCE Z \ \ \ / •U H ` 1� LIMITS OF CONSTRUCTION - Q U \ \v PELICAN LAKE RANCH I: w ��6- FILING NO. 2 4g55 VEHICLE TRACKING CONTROL p (SEE SEPARATE PLAN SET) — — I o CONCRETE WASHOUT AREA Z So w dddddddd \ — STRAW WATTLES \ \ \ — 49 \ \ — PERMANENT SEEDING A SURFACE ROUGHENING C) CO STOCKPILE PROTECTION Q Q STABILIZED STAGING AREA NO INLET PROTECTION / ° °°° °°° °°° °°° NORTH AMERICAN GREEN \ SHOREMAT (SEE PLANS) D / I NORTH AMERICAN GREEN Z o / EROSION CONTROL MAT 0 Q (SEE PLANS) mi \ / RI PRAP Z CL 0 J 1 . v v / /� A (NJ 0 W ° / N - V \ r Co wix ff z � o o - ' ``ID � < z z < Q CO COUNTY ROAD 39 - _ _ _ ° O W 0 0 o � � V o w' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 \ 39+00 40+00 41+00 I 42+00 43+00 U N CC 0 _ W I r I I I i 1 1 1 I T T r I r 1 I 1 I 1 I CALL BEFORE Z - YOU DIG 0 in Z > = _ a81 811 � z o 0 4950 r _ W I L i / — - - X X )(�- X )f X -- )� X X O R 01) 0 �C X, X X X X X — )( -- X • c) o ci- fx W zI o // 1 -800-922- 1987 SOw / // UTILITY NOTIFICATION Qi v - - _ / / CENTER OF COLORADO 21 / PELICAN LAKE RANCH / / / / / FILING NO. 2 (SEE SEPARATE PLAN SET) 0D ��0 400 4945 / / / i PL �) / / TAJ / A / 4 1/1 1/27/2025 0 60' 120' 1" = 60' (HORIZONTAL) E C2 22 35 Q SIGNAGE AND STRIPING QUANTITIES CONTRACT ITEM UNIT ROADWAY PLAN AS CONST. COUNTY ROAD 32 cc W2-2L SIGN(30"X 30") EACH 1 0 Vi W2-2R SIGN(30"X 30") EACH 1il ' O R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30"X 30") EACH 1 4"WHITE LINE (EPDXY PAINT) LF 2,610D DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 2,680 <cc J PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 3 M O COUNTY ROAD 39 0 U) W2-2L SIGN(30"X 30") EACH 1 a N O cc 1 W2-2R SIGN(30"X 30") EACH 1 IZPELICAN LAKE RANCH R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30"'X 30") EACH 1 I- FILING NO. 2 R3 INTERSECTION LANE CONTROL SIGN;THROUGH ONLY, RIGHT ONLY(30""X 30") EACH 1 Z 4"WHITE LINE (EPDXY PAINT) LF 3,825 0 V DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 3,840 PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 6 W I- 0 COUNTY ROAD 32 KEYMAP PELICAN LAKE PRE-FORMED RANCH FILING NO. 2 THERMOPLASTIC PAVEMENT MARKING I I T A P E R S AND STRIPING REVISED FEE SEPARATE PLAN SET)I z 660' Redirect taper I O PRE-FORMED ~ needed on this side. -- ,r- �-,- nnr rar ELLOW LINES, a 0 TAPERS AND STRIPING REVISED 1EPDX PAINT) 'J Eo E 4" WHITE LINE BEGIN STRIPING 222' '� (EPDXY PAINT) > 0 STA:13+57.96 TRANSITION t LINE BEGIN STRIPING (MEET EXISTING) OS:1.00' L \IT) 'w BEGIN STRIPING (MEET EXISTING) STA:6+98.07 TAPER w Z STA:6+98.04 OS:11.29' L z OS:0.40' L X X X X X X ii r W aaaaaaaa = o - - - o - o - � w 4+00 5+00 6+00 -8+00- -9+00 10+00 11+00 12+00 13+00 14+00 F6+ � 16+00 17 I z I I 7+00 COUNTY ROAD 32 �U 660' REDIRECT&TURN LANE TAPER (55:1) - 650' LEFT TURN LANE -I I Q CO R3 INTERSECTION LANE CONT OL SIGN IcC 0 REPLACE EXISTING 55 MPH SPEED LIMIT SIGN WITH W2-2L SIGN (30"X 30") LEFT ONLY, THROUGH ONLY 0" X 30") R2-1 SPEED LIMIT SIGN (45 MPH) STA:7+14.74 STA:8+48.00 I 0 (24" X 30") OS:23.83' R OS:23.91' R Table 8-5 Components of Speed Change Lane Lengths for Rural Highways(R-B)from State 0 STA:3+22.53 Redirect taper HighwayAcress Cade 11 OS:23.32' R not needed on Access Category Left-Turn Deceleration Lane Right-Turn Deceleration Acceleration Lane Lane this side. R •decel_Length+storage •deeLane Length *accel.length *roper length is included within stated Pccel-Or decel.length TAPERS AND STRIPING REVISED Table 8-6 Acceleration/Deceleration Lane and Taper Design Criteria and Redirect Taper for D Through Lanes O a Acceleration/Deceleration Lane Design Criteria r , Posted speed limit(MPH) 25 30 35 40 45 50 55 60 65 v W Deceleration length(ft) 180 250 310 370 435 500 600 700 800 Q Acceleration length(ft) N/A 190 270 380 550 760 960 1170 1380 7 >_ Provide delineators for all Accel/Decel Transition taper(ratio) 7.5:1 8:1 10:1 12:1 13.5:1 15:1 18.5:1 25:1 25:1 Z 13. o tapers per MUTCD. CV W DELINEATORS HAVE BEEN cn CO (1) O TAPERS AND STRIPING REVISED 4 ADDED TO ALL TAPERS W 0 I— Q a County requires 12' turn lane J PELICAN LAKE 2 < Z with 4' gore for left turn lanes. Z RANCH FILING NO. 2 o 0 w Z o w' V (SEE SEPARATE PLAN SET) UNCC 0 2 OU PRE-FORMED CALL BEFORE Z w W OI THERMOPLASTIC W BEGIN STRIPING R2-1 SPEED LIMIT SIGN (45 MPH) YOU DIG 0 \ Z <' PAVEMENT MARKING Q. STA:21+00.06 (24 X 30") 811 Z Q O OS:24.28' L W2-2R SIGN (30" X 30")ST STA:30+00.00 END STRIPING END STRIPING ONE 4" WHITE LINE DOUBLE 4" YELLOW LINES, 8" O.C. OS: 2.54' L 3 OS:22.06' L D OR I D ^ Z 0 w' STA:19+78.09 STA:20+08.02 BEGIN STRIPING (EPDXY PAINT L.L w OS:24.41' L OS:12.35' L (EPDXY PAINT) ) OS:22.54' L Z (2 J STA:20+97.07 O 12' 12' J OS:12.62' L _ _ 1 -800-922- 1987 I- _ - - - wX X X - X X X X X X X X X X X _ X X XXX X ° U _ v� - - - - - � f- �� 1r UTILITY NOTIFICATION Z -18+00 19+00- r -22+00 -23+00 - - 24+00 25+00 26+00 -27+00 28+00 29+00 30+00 31+00 J' f 20+00 21+00 - { I I I I I I I I I I I CENTER OF COLORADO II COUNTY ROAD 32 U 17I— 650' LEFT TURN LANE END STRIPING - 660' REDIRECT TAPER (55:1) - END STRIPING (MEET EXISTING) Q STA:20+08.10 STA:27+80.17 R2-1 SPEED LIMIT SIGN (55 MPH) C' OS:0.20' L OS:11.71' L c EXISTING EDGE OF PAVEMENT (24" X 30") END STRIPING (MEET EXISTING) STA:30+00.00 PL ' STA:27+80.07 OS:24.17' R A OS:0.80' L TAJ IlF__Nowit 1/27/2025 I REVISED SCALE TO 1" = 50' I 1 "=50 or larger would 0 0' 120' be better for readability. 1" , 60' (HORIZONTAL) S P 1 23 35 Q SIGNAGE AND STRIPING QUANTITIES E 1 CONTRACT ITEM UNIT ROADWAY PLAN AS CONST. COUNTY ROAD 32 W2-2L SIGN(30"X 30") EACH 1 O V) W2-2R SIGN(30"X 30") EACH 1il ' A R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30"X 30") EACH 1 4"WHITE LINE (EPDXY PAINT) LF 2,610 I D DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 2,680 <cc J PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 3 M O COUNTY ROAD 39 p W2-2L SIGN(30"X 30") EACH 1 a N o cc 1 W2-2R SIGN(30"X 30") EACH 1 IZPELICAN LAKE RANCH R3 INTERSECTION LANE CONTROL SIGN; LEFT ONLY,THROUGH ONLY(30"'X 30") EACH 1 H FILING NO. 2 R3 INTERSECTION LANE CONTROL SIGN;THROUGH ONLY, RIGHT ONLY(30""X 30") EACH 1 z I•". 4"WHITE LINE (EPDXY PAINT) LF 3,825 0 C.) DOUBLE 4"YELLOW LINE, 8"O.C. (EPDXY PAINT) LF 3,840 PRE-FORMED THERMOPLASTIC PAVEMENT MARKING EACH 6 W I- 0 COUNTY ROAD 32 KEYMAP I BEGIN STRIPING (MEET EXISTING) END STRIPING STA:16+41.79 DOUBLE 4"YELLOW LINES, 8" O.C. OS:8.73' R STA:29+04.81 I� z0 OS:3.39' L (EPDXY PAINT) H PRE-FORMED O a BEGIN STRIPING (MEET EXISTING) EXISTING EDGE OF PAVEMENT THERMOPLASTIC '—ISTA:16+41.69 PAVEMENT MARKING U OS:8.66' R COUNTY ROAD 39 Im o + 17+00 18+00 19+00 20+00 21+pp 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29 00 1 W O 16 00 1 I 1 I 1 I I I 1 1 1 1 1 1 ----- _ 1 - - - 1�I waaaaaaaa x X BEGIN STRIPING X X i -12' X — — z X X Xx PRE-FORMED 12' '—IPRE-FORMED END STRIPING W2-2R SIGN (30" X 30") ONE 4" WHITE LINE ONE 4"WHITE LINE THERMOPLASTIC 12' STA:23+01.84 THERMOPLASTIC STA:29+01.71 STA:16+41.60 (EPDXY PAINT) IPIDCWv PA NT) PAVEMENT MARKING OS:20.78' R OS:19.85' R I TAPERS AND STRIPING REVISED OS:20.39' R U - 660' REDIRECT&TURN LANE TAPER (55:1) -- 600' RIGHT TURN LANE < 222' END STRIPING ' R3 INTERSECTION LANE CONTROL SIGN TRANSITION STA:29+01.69 Q� CO THROUGH ONLY, RIGHT ONLY (30"X 30") TAPER OS:32.39' R12 STA:17+91.65 0 OS:26.95' R PELICAN LAKE I Q RANCH FILING NO. 2 0 Table 8-5 Components of speed Change Lane Lengths for Rural Highways(R-B)from State (SEE SEPARATE PLAN SET) 11 Highway Atress Code Access Category Left-Turn Deceleration Lane Right-Turn Deceleration Acceleration Lane Z Lane r R-8 •deceL Length+storage 'deeel.Length 4accel.length z a *roper ferrgth is rnchided within stated Pccel-Or detr.7er+gth J Table 8-6 Acceleration/Deceleration Lane and Taper Design Criteria and Redirect Taper for 0 CL Through Lanes U 0 Acceleration/Deceleration Lane Design Criteria Q Z Posted speed limit(MPH) 25 30 35 40 45 50 55 60 65 Deceleration length{ft) 180 250 310 370 435 500 600 700 800 Z CL Acceleration length(ft) N/A 190 270 380 550 760 960 1170 1380 1 TAPERS AND STRIPING REVISED Accel/Decel Transition taper(ratio) 7.5:1 8:1 10:1 12:1 13.5:1 15:1 18.5:1 25:1 25:1 Et County requires 12' turn lane cn C� ~ BEGIN STRIPING with 4' gore for left turn lanes. z I oa STA:30+24.00 R3 INTERSECTION LANE CONTROL SIGN 2 < Z el IOS:3.09' L TAPERS AND STRIPING REVISED LEFT ONLY, THROUGH ONLY(30"X 30") W2-2L SIGN (30" X 30") U W O PRE-FOR D E 4" WHITE Llf fY STA:41+84.45 STA:43+34.46 O O Z O W' THERMO LASTIC ruxY rHlly I) 222 > STA:36+74.36RG OS:25.10' L OS:24.74' L UNCC I0 0 >1 - PAVEM T MARKING EXISTING EDGE OF PAVEMENT TRANSITIONCALL BEFORE Z TAPER OS:2.42' L YOU DIG O \ 0 650' LEFT TURN LANE 660 H / V Z 00 COUNTY ROAD 39 8a 811 ? z04 0 <I W + 35+00 36+00 r7+00 38+00 39+00 40+00 41+00 42+00 43+00 OR CI Ct Z Q ' 30+0031+0032+00 33+00 34 00L.L r l I 1 I C _ 1 Z O C c7) W W� _ _ 1 -800-922- 1987 ° I — — — — wI 12, 12' - - - - - - UTILITY NOTIFICATION z l- - x x >c >c x x x x x x x x x ONE 4" WHITE LINE PRE-FORMED END STRIPING (MEET EXISTING) CENTER OF COLORADO J' BEGIN STRIPING PRE-FORMED (EPDXY PAINT)II THERMOPLASTIC STA:43+34.29 THERMOPLASTIC PAVEMENT MARKING OS:0.75' L IIISTA:30+23.92 PAVEMENT MARKING ON Z OS:8.91' R DOUBLE 4" YELLOW LINES, 8" O.C. END STRIPING (MEET EXISTING) �' J a (EPDXY PAINT) / 660' BEGIN STRIPING STA:30+23.84 REDIRECT ST.L.:gat-lig-121—> OS:11.43' R 2' W R PELICAN LAKE TAPER 11 STA:3 +2 a RANCH FILING NO. 2 TAPERS AND STRIPING REVISED jiip Z PL I J (SEE SEPARATE PLAN SET) ATAJ a o _. il i ivi . 11 W 1/27/2025 CL 0 60' 120' 1" = 60' (HORIZONTAL) S P2 24 35 Q CONSTRUCTION TRAFFIC CONTROL QUANTITIES CONTRACT ITEM UNIT ROADWAY PLAN AS CONST. COUNTY ROAD 32 cc W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 O g W 3-4 BE PREPARED TO STOP SIGN(36"X 36'") EACH 2il ' W20-7 FLAGGER SIGN(36"X 36") EACH 2 CHANNELIZING DEVICE SPACED AT 20' EACH 124 COUNTY ROAD 39 < O W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 M W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 C Q W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 Luce i rg CHANNELIZING DEVICE SPACED AT 20' EACH 154 PELICAN LAKE RANCH I- FILING NO. 2 Z 0 C.) W I- 0 COUNTY ROAD 32 KEYMAP 0 TRAFFIC CONTROL NOTES: o_ z `� 100'TAPER PER 1. ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL 0 0) SHALL BE IN STRICT CONFORMANCE WITH THE MUTCD H M MUTCD TABLE 6C-3 ' a o PELICAN LAKE RANCH 11TH EDITION, PART 6. AND FIGURE 6C-3 U O (ONE LANE, FILING NO. 2 ix 00 TWO-WAY TRAFFIC 10 W N- j TAPER) J 0 o EXISTING 4-WAY STOP INTERSECTION 1 w v m O 100' 131' - 131' - 130' BUFFER lea ) o_ SPACE x X X X X X X X X _X X� 6 00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 VJ - _19+00_ 21+00 _-22+00 i 0+00 1+10 2+00 3+00 4+00 5 0. • • • �. �* F . 1�. I• LEGEND I I I I I I I I I 20+00 LLJ © COUNTY ROAD 32 1z 4. DIRECTION OF TRAVEL o FLAGGER CHANNELIZING DEVICES SPACED AT 20' 1 J Z o W20-7 FLAGGER SIGN (36" X 36") I . CHANNELIZING DEVICES C a CHANNELIZING DEVICES IP .-. FLAGGER 0 CI. W3-4 BE PREPARED TO STOP SIGN (36" X 36") SPACED AT 20' IQ I' TEMPORARY SIGN Q mi W20-1 ROAD WORK AHEAD SIGN (36" X 36") c O O 1 11 Et I Z Z 0 D O v 1 100'TAPER PER MUTCD — W TABLE 6C-3 AND FIGURE TWO-WAY 6C-3 0 PELICAN LAKE RANCH W3-4 BE PREPARED TO STOP SIGN (36" X 36") 0 IL \1 (ONE LANE, 44 // Z 44 TRAFFIC TAPER) FILING NO. 2 W20-1 ROAD WORK AHEAD SIGN (36"X 36") m 1 W20-7 FLAGGER SIGN (36" X 36")# Y _ NIm 1 100' (n W. fUFFER — SPACE — FLAGGER 500' -- 500' 500' Z CO Z 0 O milt x x x x ` r x x x X _ _ _ X x _ X _ X X _ _ X x _ X x X _ _ _ X X _ X 4E- Q Z fY �23+00 24+00 -25+00 26+00 27+00 28+00 29+00, , . i0+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 3+00 44+00 45+00 46I+00 U O wIO fi � T 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 4I I 1 1 1 I � E 2 0 � 1-1-1b CALLUNCC BEFORE Z wmr z1 COUNTY ROAD 32 811 YOU DIG O CHANNELIZING DEVICES J1 SPACED AT 20' a 811 ? z0/ � 0 V D OR IDLJ- Z Q I1 00CL0 w Q1 1 -800-922- 1987 8 U 2 0 1 UTILITY NOTIFICATION CENTER OF COLORADO � PL — r TAJ It"__A-...yr 1/27/2025 0 100' 200' 1" = 100' (HORIZONTAL) TCP1 25 35 Q 1 cc .„ v, 100'TAPER PER MUTCD TABLE 6C-3 AND FIGURE 6C-3 11 O LL 0 (ONE LANE, TWO-WAY TRAFFIC TAPER) I il I� D J 447' 447' 448' 100' BUFFER SPACE -Iw o) O I o i o EXISTING 4-WAY STOP INTERSECTION CHANNELIZING DEVICES SPACED AT 20' I00 a O cz, o W PELICAN LAKE RANCH J 1+ 0 2+00 3+00 4+00 4=0 5+00 I 6+00 7+00 8+00 9+00 1 +00 11+00 12+00 13+00 14+00 15+00 16+00• 17+00 18+00 19+00 00 21+00 22+00 23+00 Z FILING NO. 2 _ _ r o - - o r - - � r o -�� u - - o X X X r X1\_ X X X X x x x x x�w - W20-1 ROAD WORK AHEAD SIGN (36"X 36") �` X X Z `° W3-4 BE PREPARED TO STOP SIGN (36"X 36") FLAGGER COUNTY ROAD 39 W M W20-7 FLAGGER SIGN (36"X 36") IJ Q 0 2 0 0 IU rx PELICAN LAKE RANCH 1~ N z FILING NO. 2 COUNTY ROAD 32 1 8 KEYMAP o1 _ + M TRAFFIC CONTROL NOTES: z 1. ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL 0 SHALL BE IN STRICT CONFORMANCE WITH THE MUTCD H 11TH EDITION, PART 6. a E W 100'TAPER PER MUTCD 0 TABLE 6C-3 AND FIGURE 6C-3 (ONE LANE, TWO-WAY O TRAFFIC TAPER) Z aaaaaaaa w 1 I >I 100 > O BUFFER - -- I SPACE LEGEND ml Iw <1 CHANNELIZING DEVICES SPACED AT 20' CHANNELIZING DEVICES SPACED AT 20' FLAGGER ILU w DIRECTION OF TRAVEL w + + 26+00 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 41+00 42+00 43+00 44+00. 45+00 46+00 47+00 w Z 24 00 25 00 �--R ' • • I +00 4 . F • I I I I I 1w CHANNELIZING DEVICES O7 Q h • , h Co 4 (n =' I r I r - - I - - r - - - r r I r I r I r r h 1 o ' ■--• FLAGGER , � t _ I_- io - - r - - - r - - - r - - - r - - - r - - - CIN w x x x x x o �° x o x x x x o x x x x o x x x x w p Z I COUNTY ROAD 39 I z TEMPORARY SIGN Q ml J J O O 21 12 I/ ot 01 PELICAN LAKE RANCH IU Z Q FILING NO. 2 L<CI z 0 21 D C.)O v U u p li Z � Q C � V rcowz wpI- 0 0 CONSTRUCTION TRAFFIC CONTROL QUANTITIES < Z Q ROADWAY fY CONTRACT ITEM UNIT U O IJJ 2 PLAN AS CONST. Q 0 COUNTY ROAD 32 UNCC 0 U W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 CALL BEFORE Z inW3 4 BE PREPARED TO STOP SIGN(36"X 36") EACH 2 YOU DIG 0 \ Et Im Z w 1 W20-7 FLAGGER SIGN (36"X 36") EACH 2 a 811 p z 0 Cl) • CHANNELIZING DEVICE SPACED AT 20' EACH 124 500' -- 500' -- 500' COUNTY ROAD 39 OR I j D Z O W20 1 ROAD WORK AHEAD SIGN(36"X 36"} EACH 2 Z 0 0 W ml W3-4 BE PREPARED TO STOP SIGN (36"X 36") W20-1 ROAD WORK AHEAD SIGN (36" X 36") W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 1 -800-922- 1987 ° U 2 0 Q W20-7 FLAGGER SIGN (36"X 36") W20-1 ROAD WORK AHEAD SIGN(36"X 36") EACH 2 w 1 48+00 49+00 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 63+00 64+00 CHANNELIZING DEVICE SPACED AT 20' EACH 154 UTILITY NOTIFICATION (w1 1 1 1 1 1 1 1 ir 1 1 11[ 1 1 1 1 1 1 1 1 + 1 1 1 1 1 1 1 1 i 1 1 1 _ _ _ o _ _ _ o _ _ _ CENTER OF COLORADO w1 x - - X X - -X - X X x X X X X X X X COUNTY ROAD 39 ZI 1 J1 PELICAN LAKE RANCH 2 FILING NO. 2 01 A i1 III PL Q C 1 + ,. ' TAJ 1 ll CV' G � I 1/27/2025 I 0 100' 200' 1" = 100' (HORIZONTAL) rc P 2 26 35 COUNTY ROAD 32 CROSS SECTIONS Q E 1 ADDRESSED 4775 0 w z 4775 VI 7+50 8+00 8+50 W zO z o w o 0 9+50 0 z Slopes shall be H:V, °ti°� _ w U = w �' U not grades. Revise on o o Doti°` o o o 4 o� o� o 0 all cross sections for w o -2% 2% I o J w�o �p -2% 2% I W ° W W I W W ° o�a, �,�M, o w�o°i :w`f", �waw X X CR 32 amd CR 39. 2/0 �I �� 2% 2% W ov° �� 4770 �II7 wll� E�vi ev , II tea In 4770 W W Q)L -2% o\ Qj�° '� a� u dill o,Ha oa- o o�u Ei, O O O � a �� a �' II A a��`' o °wa NO fA ;V aow dow o Ly f avow dbw aow �t\ aow i- T` Ce -25°o ' °\ O -\ -\_D, 0 , W O�° c' y. l4L 2 1 2.0% EX GAS(TYP) 4765 — ° 4765 ° SEE NOTE 1 �QU� _ -�q�� P EO STING GRADE } / f EX 2" FIBER OPTIC LINE IX t�J / CENTURY LINK <1/ � � i -R0 W �� -` — EX 1' TELEPHONE LINE I\ H QU QU QU EX 6" STEEL GAS LINE CENTURY LINK q� Q �0'\� R �0'\CO R IX R CURETON MIDSTREAM R p 4760 4760 EX 4" POLYETHYLENE GAS LINE -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CURETON MIDSTREAM -30 -20 -10 0 10 20 30 40 50 60 EX 2" PVC WATER LINE n C.W.C.w D LABELING FIXED EX 12" PVC .r,ATE,. LINE Cross sections shall be annotated cwc.WID__ PR ROW. Revise on p a� similar to this example. all cross sections. 4755 -60 -40 -20 0 2C 4C4755 ANNOTATION UPDATED / 0+00 10+50 11 +00 11 +50 n 12+00 Co U w w U w �O�O w w U w p0�0 �O U U x o O -2/0 I E �� -2% o I XIW0_ XX ,�0 �0 2/0 I �05 LU w W w w4k Woo .2% W �q o ■ 2% I 2% 2% I �qCO- V o\o . "ry00VV Q �� \°I 0 25/o O h q< q< 93 w %� 0<� R EX GAS(TYP) R 00I?-' �0Nrl'- �` SEE NOTE 1 �000- D` Oq 0�0 R0�° 000 TD, 000 �0°0 000 �0°� O°0 �0°0 Ix Ix Ix I R -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 C?) 0 O z 11 0 12+50 13+00 13+50 14+00 14+50 °��, o 0 _ Et ct J _� J <� J X x 0 0 0 0 > 0 J d' d' d'CC U �� 0 0 R�N� 0 0 W w 2% 2% I w 0 w x w w T, R0 w w I w w w I w _2% ..2% _2% -2% - ry0 I -pQj°� - W W -DQj°� ��° "2% "2% I /wOr/�° I I �00 �001-2* o N ry0 :'\'°°\° p 0 00 `� �00 I EX GAS(TYP) ° °\° Z Cg �00�b �Qj SEE NOTE 1 N N �00p < U °t' °� N �° Q. °o°` °o°` Ix N r co w or) ° Q. ° °° E Q I— Q a Et D0°‘') R00 R0°9' R0°9' R00 ° O LLI 0 O -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 2 i■ 0 o > 0- i z DZ �ry Z o o � Ci- � w 15+00 °% 15+50 °% 16+00 °% 16+50 °% 17+00 °% �b 0-0 -R0 O -R0 O -R0 O -R0 O p R0 W W U X W0 x I x I Ivo I x I2% 2% _2% w w wLU w W W w °/ ww 1-2% w 2o2% 2% 2% _2% O N 00D 00D �' 00D 00D `v° 00D 0 N le ()/ 0° e 0° N 0 PL EX GAS(TYP) SEE NOTE 1 TAJ 00 00 00 00 •♦ O R0 O R0 R0 O R0 Ix 1x00 t00 Ix00 Ix00 '0(4) 1 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) C S 1 COUNTY ROAD 32 CROSS SECTIONS Q E 1 17+50 18+00 18+50 19+00 19+50 0 Oz 0-0 um _ pO DW W U W J U Ob I � U � rx � J O x x _1 x O x x x O x x x O% x x x OO I I O_2% 2 W W UI W - - Li j Li j _ - % -D il� % 2% 2 p pO�_ 2 D O 2 I20I0 °� °5 o\ x 120/0 _ o/ c5 D \b D 04. o n N� ryo 0 ryO 4 40 ILLICe DOQD` 25% I o 40 oP IxEX GAS(TYP) OD` OD` OD` OD SEE NOTE 1 Ix- -0Ix- -0Ix- -DO �- -0 DOO DOO DOO DOO W Rp°� Rp°� Rp°� Rp°� Rp°� �p0 DOO DOO DOO DOO -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 20+00 PELICAN 20+50 21 +00 21 +50 22+00 LAKE DRIVE 0 J OOq pOq pOq OOq) 0—0 J 0 O w U D` O p J D` 'b D` 'b D` _0 U rx ‘b OO x ° I 0 DOp w U Ix �p0 O O U p H O w w I wx DOO W 2/o w U �_ O _2% X 2% X ° I X X o 2/o I W p w w I WW2/o °- U PELICANLAKE DRIVE bo 0 DOOR -DpOD -DpOD Ix OC) 0D�- 0D�- 0D�- 0D�- -Dt O °C4- -�p°� �O EX GAS SEE NOTE 1) �O �O �O w aaaaaaaa IX Rp°� Rp°° Rp°° Rp°° Rp°° `• O O O O IX 0) D0) DOO DOO DOO -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 O z 11 0 22+50 O� 23+00 23+50 24+00 24+50 ° q, o—o O o—o O o—o o 0 Ix O U p X X J X X X J X X X J X p O W W U W W W 0 W W W U W CC fI U 0 W W I W _2%-2% I I x W W QD` co_20/0-20/02%2% I D`Q 0V° QQ� o\° ■ QQ� 2% 2% QQ� �Qjp� 2% 2% V /w Opp Rp Rp Ix NN0 et Dc If 7 Ixo) / <r) c,\< ;V EX GAS CV Cs11 SEE NOTE Op- DOO° co w or) Q, q 0 O O O Ix cb Ix cb Ix cb Ix cb Ix 6 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 2 ix 00 o /' I I- z � ZOZ o 26+50 ° 27+00 o O _'c7) D kt o w �wc J U O 2 V 25+00 25+50 26+00 �° W ° DOO 0 Ix O -2% _2% I o 0 0 2/° 2% I o D x ° o DOrx O 0 p v O O w v Op O O -2/0 2% 0 w o° X w w o ' w O`L W x 2% I _I0 x W �/ ry -Dc`b x W x Op x 2% x x x o\° x O9'- W -2% W IX w w w N w �pCo Deb _2% o Q -� o O- 'b ° o o �q O N DOp O0 (gb PL Ix% EX GAS(TYP) �`b DOQ)�O O� SEE NOTE 1 C`b �% D%Qj`L �, �b— �% T1:27/2025 p0 00 p0 D<b� �A Op �� OO �� Op �� ' cbso iO Ix R-u is )' -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) CS2 COUNTY ROAD 32 CROSS SECTIONS Q E 1 27+50 28+00 _o c5,i, I g i ` & ° JL., L., u _ �L < ail ww wb� 7:14): 2% �� Cb- �� U) . W IX EX GAS(TYP) SEE NOTE 1 ILLJ — cbp`- _R4'�� 0 43 cb� �cb`bD � 0 �RD Ix ctib Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 Z 0 I= a E U w 0 O z dddddddd w 0) CO 0 < (in O Z I/ 0 im Z 0 W D Cl) O ci) U (1) 0 O Z 0t < 0 N N 2 co W M EDI— p a Gaza Ir 8Ow0 0 J a 2 OC ° 6 L-I-1 >m >2. � ZOZ o I- DLL 0 zO . O w PL TAJ 1/27/2025 NOTES: .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) CS3 COUNTY ROAD 39 CROSS SECTIONS Q E 1 16+50 17+00 17+50 18+00 18+50 Oz LL�� TD J J b _, U 0�0 _, _0 rY UN p O J D O O DD p U ix U p O 0 a � Irfori......\ 2% R w X wpD w w � ww w I -2% OJ 0 aLii a il a a -2° % -2% -2% `��° cb , rill CDR ° -2% pcbr::::fi. -.\2'Yo COMMS Y N0D`� D0 ° N0p9 EX A �� N 0D`N SEE NOTE(T 1 P) cb- N° 1 D0 I I _N°�� I w DP'- 1— EX GAS(TYP) °Pt° °° Proposed design is filling in the Do°� o �D�o SEE NOTE 1 N° existing borrow ditch on °D�°` �o� EX WATER(TYP) 0N ° 0 D 0 multiple cross sections. D I\ 0N� D r o� SEE NOTE 1 N goo °� N I,- Address how will drainage be °N N N� °N No D °" °° No N effected. co N° -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 J 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 THE EXISTING ROADSIDE DITCH WAS NOT CONTINUOUS ALONG 39. THE 19+00 19+50 PROPOSED DESIGN TAKES FLOW FROM THE EAST HALF OF CR 39 AND x J x HAS IT SHEET FLOW INTO OPEN SPACE OF PELICAN LAKE RANCH 20+50 21 +00 �° w U w a FILING NO. 2 TO THE EAST, WHERE IT WILL THEN BE HANDLED WITH _10 Co -N 0�° THE REST OF THE ON-SITE STORM RUNOFF. SEE THE ON-SITE X 0 N° 0 0 0 0 z �co J x D` DRAINAGE PLAN WHICH ACCOUNTS FOR THIS x I w x z0 �o� U w a 4jca W _ w 2% I a w I w a I- ce x I I -R0 I I I 2/ 0_ �O- 2°/ 2% I -2% % w 2% 2% D0 2% ° 2% 25% O�O O�O o ° 25% 25% 0 <0° <0 �0 c0 -25% <0co w EX COMMS(TYP) -DO 0 <09' SEE NOTE 1 R00 0 °<09,- �� I I I 1 I I O EX GAS(TYP) -D0 _D0 SEE NOTE 1 RO�� 0 RO�� D �� D �� EX WATER(TYP) 4�`L �DD�b O SEE NOTE 1 ND DO O R0�° O R0�° R0 0 RO�� 0� �0� �Dh �Dh RO�� -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 21 +50 22+00 22+50 23+00 23+50 il O Z o coc) co co O co O DD O U OO DD O o X a p _10 O 0 O O J 0 0 O J 0 0 OO Oce I a ce I 2% w R a RIm R° a a a ce co Z WO w x x aTX w a w D q q xA N N -2% I -2% 2/ 1 -2% _2% Cl) - ° moo° -2% _2% -2% 25% 2% 25% O 25% r �04J0 �04J0 25% V �0�0 N EX COMMS(TYP) h0 h0 h0 Q O SEE NOTE 1 �0 N0 N0 eg - I 1 I D�cO o,�0 04'O z I 1 Q N EX GAS(TYP) 2 `'M) W c"M / `L `L SEE NOTE 1 D D Z 0 0<j`L 0 R0I\ 09/- D R0I\ EX WATER(TYP) Q N 0<0 R 0<0 SEE NOTE 1 0�`L 0�`L 0�ti Q Z a Ir Ix q -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 2 i2 0 o L-1—I1 1- z � Z � Z 0 24+00 24+50 25+00 25+50 26+00 z O „Et o w 00rxo o0 0 0 0 0 v 0 0 co 0 0 0 Co 0 _1 0 0 Co _10 _1 00 0 0 0 ce a -N U -N -N W -N U -N° o o o 0 c Corx x I Tx Co o o x o a x cC 0 w 0 w 0 w w 0 w� N N wx a0I w 0_ IX w a w a a -2% _2% _2% 25% _2% 25% 2% Ni-2% <n -2% (Ni -2% h -2% `V R0�0 R0�0 R0�0 R0�0 2% R0�0 �0�0 I �0�0 I I �0�0 �0�0 EXS OM EE OTET1 MS( YP) D0 I I I D 0 I EX GAS(TYP) EX WATER(TYP) �� 0�� 0�� RO�� SEE NOTE 1 SEE NOTE 1 RO�� I ' -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ' COUNTY ROAD 39 CROSS SECTIONS Q E 1 26+50 coQ, 27+00 27+50 28+00_0 _o�� 28+50 Oz �C3 0 0 0 �� o o o J 0 0 0 CC U 0 0 �� 0 0 0 O 0 aa D O 0 0fx J w w a �0 �� x- w a ix w iJ a w I wO w O w 2% a �Cp D,� o\� 2% 2% 25% �� 2% 40 N -2% 2% _Re �� ° 2% 2% 25% -------______________________ 5% 25% �� 4j9'- cX" W EX GAS(TYP) �, Qj� I 1 EX COMMS(TYP) f SEE NOTE 1 I D�� 1 I I SEE NOTE 1 ��h�' I I � Dcb -D" H Dteb° IX( �h9' t EX GAS(TYP) EX WATER(TYP) D� 0 R SEE NOTE 1 SEE NOTE 1 ��h R�0 R�Dcb D� D R�Dt Q R°P 1 Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 29+00 29+50 30+00 30+50 31 +00 O O 0 x J x ce O I w a fx w 2°/ X 0 w 0 0 0O w O 0 0 w i w a X 2% �� I w �� I I X I > ix z Lij x _0 _ a 2/ w a ° a H _25ok 0- 2% `L `L E _D�- EX COMMS(TYP) PELICAN �� 0 h�' �o SEE NOTE 1 h�' h�' U) D� 0 PELICAN LAKE LANE 0 0 w LAKE LANE I I 0 I I I I O Z �b �D` q �b �b W ��< D< LEXGAS(TYP) D< ��< .4< IX SEE NOTE 1 ��D<b ��D<b EX WATER(TYP) 0SEE NOTE 1 \� �4) ,4) Ix Co -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 �� 0) -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 31 +50 0 32+00 32+50 33+00 33+50 il O Z g 0 o w o w ti �� ° fx w0 ti 2/ J0 D� I I 2% w I ° w v V o 2/ 2% 25%a ��9, �Q)ce � 2 0 a 2 a w 2/ 2� a w I w a Z W `9,- - 1 moo° I ��o '2% J c� EX COMMS(TYP) _ D� _ ��'oo D� 0 I I SEE NOTE 1 �(� D�� IIX X IX 0 O Ix I Z Ix Ix cb- -� I I a)D D D` EX GAS(TYP) �QjD` ��R � MN SEE NOTE 1 DAD DAD` `', r n �"/ IX q D�- p��D �� EX WATER(TYP) U < Z 4 p 0�� Qj� D �en) SEE NOTE 1 �� D 0tr\ D 0TX O O � O Q / IX DC1' IX IX IX q Ix -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 L 1 Z � ZOZ o 1— D LI n 0 34+00 34+50 35+00 35+50 36+00 o O o w �� 8020 & 0 ° 0 0 0 _1 0 0 w _1 w a q�� x O J a 0 `b -D< w w a% �� w 0 w a �Ix w w a �Ix Dt y w w a 2% 2 D< I I p� �_ p��t25% �D 2% 2% ��D< h 2% 2° ai°25% 2% 2%k -2 -2% DAD` EX COMMS(TYP) DXD D' SEE NOTE 1 DP IX _IXS D)I? I �� Ix I I �� D�1X� I 1 �� I EX GAS(TYP) DD SEE NOTE 1 DEX WATER(TYP) D<� C Dt\ D�� N D�� N D(�� O SEE NOTE 1 D��O D�• Dc l l le 1 25 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 .1 .1 1 1 1 1 1 1 10 20 30 40 50 .1 NOTES: 1 1 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1 COUNTY ROAD 39 CROSS SECTIONS Q E 1 36+50 37+00 �t, 37+50 38+00 38+50 �C �, 0 -�� ill Oz p QN X UJ J Q O O 0 R w O O 0 U O O 0 U 0 p J 0 O R O c . U . . _p� x I I RQ x X w a QND, -2% -2 j a w 2% -2%w a w 2% 2/w a RQ RQ o w a o _R �� I ° _�Q w 20 2/ I I I 0 D��D 2/ 2°° o ��o0 Q QpQ ��o J 25% N il to EX COMMS(TYP) R�?Q Rq if SEE NOTE 1 Ix 40 I cc 1 3Q �° I I 1 1 1 �� Ix()) I I 0 N EX GAS(TYP) Q4) DQ SEE NOTE 1 QCo- -0 0 EX WATER(TYP) QjtbQ �Q LLJ SEE NOTE 1 QQ- NH -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 39+00 39+50 co �Q 40+00 40+50 41 +00 �Q NOD 0 0 0 0 0 0 0 J 0 0 �� ebtb o 0ce X 0 1 it iQN 2 2 wI 2% ce co N 0 a w w 0 2/ I i % I ' nQ a�I % i i w 2% I 1 0 �J4a ril -2% % -2% 2% I E 25% 1....k25% n O�Q� 25% Q 25% 25% �� 0W CoQ Q Q EX COMMS(TYP) \ii bri/ Q0 Q �Qj"� N SEE NOTE 1 N I I O n) EX GAS(TYP) cb,- - c1 D SEE NOTE 1 �QP�, N O tQ�qp °Drl.- EX WATER(TYP) -��- RQ�� RQ SEE NOTE 1 �Qn'� RQ�Q O RQ�Q NQ RQ�� Qnb`L Drop �QnpQ c51' D��1 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CO 0 41 +50 42+00 42+50 43+00 43+50 Q co 0 0 Z 0 w Ox 0 U 0 r0 U w 0 nri' X J X i• X J co, R 0 p � U Q � 2/ n� w I 1 n I X Q Q2% XX I i w 2 J' D a N Q 02% % 2% 2% r -25% °Drl' -1 \ Q No rx °Drl' QN Z W � Qg`L EX COMMS(TYP) D Cl) N SEE NOTE 1 O Cn qp c551' EX GAS(TYP) �Q�' SEE NOTE 1 N CO01) EX WATER(TYP) 'J W `_+ 0 SEE NOTE 1 0 Q�,N Q�,N Q�,N z 0 I- Q �� cP' �� q(� �q(/ ? Q aza fY °L� N tip` O N ti� N U W O N� N� N� 0 �c 0 �c�9/ 0 O 0 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 �0`L �0`L Z 2 �■ 0 R R W -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 I- > I Z � ZOZ 0 I— D LI n 0 co p000 w 8U23 PL TAJ 1/27/2025 NOTES: 0 .1 1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE DEPTH AND APPROXIMATE SIZES. EXACT DEPTH AND SIZE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1" = 30' (HORIZONTAL) CS6 Q EROSION CONTROL NOTES E 1 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. Z O2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. ' O Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) - 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 I EROSION CONTROL REPORT. -SCL-SCL-SCL- SEDIMENT CONTROL LOG IN5T.rtLLATION NOTES Q J 1. SEE PLAT, VIEW FOR LOCATION AND LENGTH OF `SEDIMENT CONTROL LC!:;`:. Ce O 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SEDIMENT CONTROL LOGE THAT ACT A5 A PERIMETER CONTROL SHALL HE INSTALLED PRIOR ., SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. I• ._ __- TO ANY LJE RAF.IENT L-Nr I L TJ?RINF, ACTIVITIES. 1 SEL:141ENT CON TR_,L Lr1 `HALL C:,N'SIST OF STRAW, CCM 'li.,T, E?{t EL I':I? ON ,CONNT FILPE- .AND SHALL HE FREE 'OF ANY NOXIOUS WEED SEEDS OR DEFECT_ I JOULDINS KIPS 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED 0 THE AREA(S) REQUIRED FOR ETE a' HCLEF AND GRVIC,JS WEAR. _ IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. } E'Ir:'ENT ;TrrL L'`= L p 4 SELIVENT i NTIt:1L L . MA" L'+E USEDAS SMALL :.HEJ< DAMS IN L:ITL HE`_: !N `_WALES, HOWEVER. THEY -HCJLJ NOT 3E JSED IN PERENNIAL STREAM;. 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 • NOTE:. 5. IT IS RECOMMENDEDTHAT SEDIMENT CONTROL LOGSBE TRENCHED INT•;' THE C?oUND TO 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 I '.I L :, EI °.'.'EfEI' A DEPTH OF APPROXIMATELY 3 OF THE DIAMETER CF THE LOG. IF TRENCHING TO THIS DEPTH IS NCI FE�-SI-iLE AVD/CR F.E?IRA3LE ISHORT TERM INSTALLATION WITH DESIRE NCIT T•`:� 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, T. , EI:I 1E IT rl: -L W ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. r LE, E rE-DE mAY EE )EEI-'EF:. STAKING.LCy-OM=D TE1 LESSER TEE 1:HINe r1E�TH r.� 'r HE aT.:E3E. TLE HEITH `.1 1R'E RC1.lsT ST LOGS THAT RE B LE/FT GU NOT NEED TO 3E TRENCHED, Q PL' E L 11ST Q _;E,, .LL Ln.-r• -F 6. THE LPHILL SIDE OF THE r:El Ir1E`'!T :.oNT=OIL LC,:: SHALL 3E HAI::'KFILLE) WITH F.;':IL CR 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY(STRUCTURAL) EROSION CONTROL MEASURES SHALL: .::]_.:,[3. ,,HE•I LJ E`IT FILTER 'Y1ATEI?IAL THAT I FkEE '1F Ir_CKS AND L:EL;II'. THE .,:,;;IL :_HALL LE TIC.HTL" TO THEE FEAT J,E5 CC4"ACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAW TRENCHED SEDIMENT CONTROL LOG R LLER OR FLc;aN IN GLACE. 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 ;. FOLLOW M.ANJFA :TI.JRERS' ;.;IJI DANCE FOR STA.KIN . IF r,1ANuF.ACT.IRER:i IN:sTR.I_TI:IN , CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 4 i:ENTER T-h'E I I •.T L L:: LC N:T sFEcIF,' ,-1NC STARES HALL BE PLACED ON 4' :.ENTER° AN I EMBEDDED. A Av1Ir,Ir,I ri OF r" INTO THE GRC,IND. 3- ;,F THE STAKETA 'SHALL r'P,TK.DE FROM THE TOP OF7.2. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. r,1rr::.TEI E;I: TEl , I I,<aEfEl r Ir,i THE L:::� STAKES THAT TARE E:R(.�KErd PRIOR TO I'J'T.ALLTIi;V SHALL HE -REPLA.;EC r :.1v1 ';-1T 7.3. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. TR EN:.H '-; .IL • _ -- - EE I-E`1T .ONTR`;L L=): L:::; :,HOL.LD 6E `,TAKER 11::' )N CENTER. . il FL .` - - I SEDIMENT C'. WC,.N-HUL MAINTENANCE NOTES T 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 1. IN S[EGT Fir-'5: EACH WORKDAY, AND 'v1.INTAIN THEM IN EFFECTIVE OPERATIk. ..N .ITIGN. INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. f MAINTENANCE CF BMA's SHc)LL HE ='t :ACTT+'E, NOT REACTIVE INSPECT BMPS _.CO N AS IPOSSIDLE (AND AL AYS :VTHIN 24 HOURS) FOLLOWING A °,T:}r,'.4 THAT CAUSES E`• SURFACE POSICN, +`+NL: PERFORM F'OR'.1 NECESSAY MAINTENANCE. E 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. 7. FF'EC,,ENT ORSER'd(-MONS .A'JD MAINTEN.A`10E ARE VEGEs`':ARY TO MAINTAIN Rrir.=. IN Z SECTION EFFECTIVE OPERATII': C;CNN[ITIJF. INSFECTI:NS .AN CORRECTIVE MEASL.REs SHOI,LD BE O 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 TRENCHED SEDIMENT CONTROL LOG DOOLMENTED THUI?OJJHLY. a ANY WATERS OF THE UNITED STATES. '. WHERE AMP; HAVE FAILED, RE'.=AIR OR REPLACEMENT SHOULD RE INITIATED LPCN DI=:::i_]'.ERY ;:;F THE FAIU.iRE. E U 12- CvE=:LA' 4. SEDIMENT .4c:Jr.1ULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS (n 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 r.,l'1.; NEEDS-i TO MAINTAIN FI.NCTION.ALITY OF THE RMP, TYPICALL' WHEN DEPTH GP .A^r.JM ILATED W FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. E. 74E , sEr.IMENT, r 'R.,'xIMATEL' Y DF THE HEIGHT OF THE ,EDlr:1EhT .NTRGL L:'::. 0 ;.,,) SEL'It1ENT C; r.TracL LUG SHALL GE F:Er.�D',ED AT THE END OF C'1°TC?.ICTIUr,. C",tF° T FFC'ti 1PCST LU=S I:=Y E'E LEFT IN FLA'`UE UCVU xJ 3 a A.Ff FEh,' YEL' .='JD THE O 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 .r ❑ 1 RE' EEr,E-J. IF rISTI FBEr. .AREA . Exl;T AErEF FE'.1c, L THEY :HILL HE c; EFZ, -NH Z MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). I'1-METE I' r,IN. - Tc.' "•.:IL 'S EEC'E) AND H.ILCHER .:R OTHEPWIF,E sTAHILIZED IN A MAN NE R AF RovED EY sE ,IMEr,T :::'FFH!HL L:::, THE LOCAL .JJ iI`.DICTION. W aaaaaaaa 13. COUNTY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED LOG JOINTS (DETAILS ALAFTEC FRCFA TOWN OF PARKER. COLCRADO, JEFFERSON COL NT)" CCLCR‘.DC, CO-OCAS SOUND', COLORADO AND :.ITY OF A,,RouA, :_01u:arAD0, NcT AVAILABLE IN 4.1TOL:AD) 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 CC:NS `T WITH JUPOCALTIONS HAVE 3rAr DETAILS THAT 'd.ARY FROM REULFC STANDARD DETAILS. SCL-1 . TRENCHED SEDIMENT CONTROL LOG c"vsLLT 'd:ITH LOCAL .1.1RIs:-)InTIG�I`: .� T:.' :;HIGH r;ETAIL `�:H�:;tJLr; RE USED WHEN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. DIFFERENCE. ARE NOTED 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. C) November 2015 Urban Drainage and Flood Control District SCL-3 SCL-6 Urban Drainage and Flood Control District November 2015 CO Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 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 Q ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 15.1. BELOW ALL GUTTER DOWNSPOUTS. O 15.3. OUT DRAINAGE STR Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) 15.3. ALONGG 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 Z DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. D ) I 4 GENERAL INLET PROTECTION INSTALLATION NOTES O 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 C P 1. SEE PLAN VFW FOR: 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 -LOCATION OF INLET PROTECTION. 0 MI ler TYPE OF INLET PROTECTION (IP.1. IP.2. IP.3. IP.4. IP.S. IP.6) WASHOUT AREAS, AND/OR BUILDING SITES. -, L 0 04 FLOW -- 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING MM. 0 D (12" MIN.) 1 1 IS COMPLETE (TYPICALLY WITHIN 48 HOURS), IF A RAINFALL/RUNOFF EVENT IS FORECAST, r INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. CULVERTifir Y>' ` LLI 3. MANY JURISDICTIONS HAVE DMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. Q END SECTION CONSULT WITH LOCAL JURISDICTIONS AS r0 WHICH DETAIL SHOULD BE USED WHEN Q BACK FILL UPSTREAM ROCK DIFFERENCES ARE NOTED. N MATERIAL HANDLING AND SPILL PREVENTION ROCK SOCK OF WATTLE SOCK cn W Z INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CCNDITICN. Z THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL HANDLING, SPILL PREVENTION SPILL CLEANUP. THE CONTRACTOR SHALL NOTIFY THE MAINTENANCE of BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS As SOON As W 0 O O POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 7 Q APPROPRIATE AGENCIES WHEN A SPILL OCCURS. THE FOLLOWING ARE RECOMMENDED GUIDELINES FOR THE CONTRACTOR AND SHALL NOT REPLACE GOVERNMENTAL REGULATIONS: CULVERT INLET PROTECTION SECTION A EROSION, AND PERFORM NECESSARY MAINTENANCE. Q ! i2 PLAN 0' MIN. U w 0 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN AMPS IN O J CONCRETE WASHOUT STRUCTURE: CONCRETE WASHOUT STRUCTURES ARE USED TO CONTAIN CONCRETE AND LIQUIDS WHEN THE CHUTES CONCRETE MIXERS AND HOPPERS OF CONCRETE PUMPS ARE EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD DOCUMENTED THOROUGHLY. HE O O 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. 0 LL o 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 3- WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BF INITIATED UPON Z W THE PH OF NEARBY WATERWAYS AND HARM AQUATIC LIFE. KEY IN ROCK SOCK C.' ON BEDROCK, PAVEMENT OR RIP RAP DISCOVERY OF THE FAILURE. O MP } KEY IN ROCK SOCK 2" ON EARTH > Lg z • 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 p 4. SEDIMENT MAINTAIN B UPSTREAM of INLET PROTECTION SHALL BE REMOVEDE As SECTION D NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES U WATERWAY. 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR D Z O 0 • THE FACILITIES SHALL BE CLEANED OUT ONCE THEY ARE 2/3 FULL OR NEW FACILITIES BE CONSTRUCTED TO PROVIDE ADDITIONAL CI P-1 . CULVERT INLET PROTECTION STRAW BALES. •�D L L Z C.)CULVERT INLET PROTECTION INSTALLATION NOTES 5- INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS • ADDING SOLVENTS, FLOCCULENT, OR ACID TO WASHWATER IS PROHIBITED. PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF • PERMANENT DISPOSAL OF CONCRETE WASHOUT WASTE ON THE CONSTRUCTION SITE IS PROHIBITED. DISPOSAL OF WASTE SHALL LEGAL MANOR. t. SEE PLAN VIEW FOR INLET PRorEcnoN IN srRELrs. Z O O W -LOCATION Of CULVERT INLET PROTECTION. O ' ` G 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE V G� COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER CONSTRUCTION SITE LIQUID AND SOLID WASTE MANAGEMENT: BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES, INCLUDING SANITARY WASTES, MUST BE PROPERLY MANAGED AND DETAIL APPROVED BY THE LOCAL JURISDICTION. 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 CULVERT INLET PROTECTION MAINTENANCE NOTES (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) THE POTENTIAL STORMWATER RUNOFF TO MOBILIZE CONSTRUCTION SITE WASTES AND CONTAMINATE SURFACE OR GROUND WATER. 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. NOTE MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS • THE CONTRACTOR SHALL DESIGNATE ONE AREA FOR CONSTRUCTION VEHICLE REFUELING THAT IS AT LEAST 100 FEET AWAY FROM DRAIN, STREAM, POND OR WATERWAY. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DIFFERENCES ARE NOTED. • TEMPORARY SANITARY FACILITIES SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM DRAINAGEWAYS, STORM DRAINS, RECEIVING AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE TO EROSION, AND PERFORM NECESSARY MAINTENANCE. FLOODING. WASTEWATER GENERATED FROM SANITARY FACILITIES SHALL ALLOWED TO FLOW INTO STORM SEWERS AND DRAINAGEWAYS. ONLY LICENSED HAULERS SHALL BE AUTHORIZED TO z. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN NOTE' THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL DISPOSE OF FACILITIES SHALL BE SECURED TO PREVENT OVERTURNING IN AREAS SUSCEPTIBLE TO STRONG WINDS. EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY DOCUMENTED THOROUGHLY. PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR • CONSTRUCTION WASTE SHALL BE SEGREGATED PROPERLY INTO VARIOUS CATEGORIES SUCH AS HAZARDOUS MATERIALS, TOXIC NON-HAZARDOUS MATERIALS. DISCOURAGES USE of PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT • CONTAINERS OF LIQUIDS SHOULD HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM DRAINAGEWAYS, STORM DRAINS WATERS, AREAS OF HIGH TRAFFIC, AND AREAS SUSCEPTIBLE 3 WHERE BMPS HAVE FAILED, REPAIR a REPLACEMENT SHOULD BE INITIATED UPON PROPRIETARY METHODS SWMP USED, THE BMPPMROSRI BE wsrnlLLEo FROM H AINrAINEOCASRSHowN T DISCOVERY OF THE FAILURE. TO FLOODING. CONTAINERS SHALL ALSO BE PROPERLY LABELED. IN THE MANUFACTURER'S DETAILS. 4_ SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS i4 THE HEIGHT OF THE ROCK SOCK. NOTE SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET 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 PROTECTION. CHECK WITH LOCAL JURISDICTION To DETERMINE IF STRAIN BALE INLET ( ) 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION IS ACCEPTABLE. PL THE SPILL, DISPOSE OF CONTAMINATED MATERIALS, AND TRAIN PERSONNEL PREVENT AND CONTROL FUTURE SPILLS. SPCCS ARE APPLICABLE TO CONSTRUCTION SITES WHERE HAZARDOUS WASTE ARE AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. STORED HAZARDOUS WASTE INCLUDES PESTICIDES, PAINTS, CLEANERS, PETROLEUM PRODUCTS, FERTILIZERS, AND SOLVENTS. (DETNLS ADAPTED FROM AURORA, COLORADO, NOT AVNLABLE IN AUTOCAD) TAJ • THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN IN CONFORMANCE STATE AND FEDERAL REGULATIONS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. • SPILLS SHALL BE CONTAINED AND CLEANED UP AS SOON AS POSSIBLE. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. • 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. August 2013 Urban Drainage and Flood Control District TP-7 Drainage . Flood Control District • SPILLS SHALL NOT BE WASHED DOWN INTO THE STORM DRAIN OR BURIED ANYWHERE. Urban Storm Drainage Criteria Manual Volume 3 Urban StormDrainage THE CONTRACTOR SHALL REFER TO THE STATE AND FEDERAL SPILL GUIDANCE MANUAL (SGM) FOR ADDITIONAL REQUIREMENTS. Q 411111 Ece 1 0 o Concrete Washout Area (CWA) MM 1 MM 1 Concrete Washout Area (CWA) Silt Fence (SF) SC 1 SC 1 Silt Fence (SF) um _ D CONCRETE WASHOUT < J N) ��SIGN O f a /// CWA cc CWA MAINTENANCE NOTES SILT FENCE INSTALLATION NOTES 1' a T r- , [ 1 I Yp" x 1 Y cc 3:1 4 MIN , 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. (RECOMMENDED) WOODEN 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS FENCE POST WITH 10' MAX PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION - POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE SPACING AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR EROSION, AND PERFORM NECESSARY MAINTENANCE. / PONDING AND DEPOSITION . 1 1 ' ' 1 ''= VEHICLE TRACKING m 3:1 8 X 8 MIN. 3:1 �1 SILT FENCE CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN GEOTEXTILE 2° A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT m - -• VTC DETAIL) OR EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL -. . OTHER STABLE DOCUMENTED THOROUGHLY. BE USED. -r rc t PI -+- P : SURFACE .-< 7 c -e 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING / i J • DISCOVERY OF THE FAILURE COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR 3:1 1 1 J'; 3 TRENCH BY HAND. W 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN COMPACTED r 1S = CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD B I 25CMINI I REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. BACKFILL BE NO NOTICEABLE SAG BETWEEN STAKES AFTER 1T HAS BEEN ANCHORED TO THE STAKES, Q CONCRETE WASHOUT AREA PLAN 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES N THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT OR NAILS WITH I" HEADS. STAPLES AND NAILS SHOULD 8E PLACED 3" ALONG THE FABRIC 12' TYP. -I COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY. FLOW -.y 36"-48" DOWN THE STAKE. THE PERIMETER ---7_________ ____ TYP. 1�>J4 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. A - G 2% SLOPEEXISTING 1 6 AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE 7 WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND GROUND TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J-HOCK-" "THE "J-HOOK 11 3' MIN° 1 MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED 8Y THE LOCAL JURISDICTION. 6" MIN EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICiENi LENGTH TO KEEP UNDISTURBED OR ?3 >3 RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). COMPACTED SOIL (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, ACT AVAILABLE IN AUTOCAD). j 8 X 8 MIN. VEHICLE TRACKING I 18" 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. CONTROL (SEE VTC - NOTE, MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. AT LEAST 10" MIN DETAIL ) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN OF SILT FENCE SILT FENCE MAINTENANCE NOTES SECTION A DIFFERENCES ARE NOTED. "TAIL' SHALL BE 4" MIN BURIED 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 CWA-1 . CONCRETE WASHOUT AREA POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE t EROSION, AND PERFORM NECESSARY MAINTENANCE. CWA INSTALLATION NOTES 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1. SEE PLAN VIEW FOR: EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Z -CWA INSTALLATION LOCATION. SILT FENCE DOCUMENTED THOROUGHLY. Q 2, DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR POSTS SHALL OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON I- WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF DISCOVERY OF THE FAILURE. SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, AT JOINTS SO THAT NO GAPS THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR JOIN EXIST IN SILT FENCE 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED 0 SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A FIRST TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. SEDIMENTS IS APPROXIMATELY 6". w 3, THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. ROTATE 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, 0 SECOND TEARING, OR COLLAPSE. 4, CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST $' BY $' SLOPES • LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT POSTS SHALL BE JOINED AS THICKNESS OF GEOTEXTILE HAS 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED 0 LEAST 3' DEEP. SHOWN, THEN ROTATED 180 DEC. AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER Z N DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED, TYP SEDIMENT CONTROL BMP. 5. BERM SURROUNDING SIDES AND SACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. INTO THE GROUND w aaaaaaaa 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. SECTION A SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. 7 SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. OF CONCRETE TRUCKS AND PUMP RIGS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN SF-1 . SILT FENCE DIFFERENCES ARE NOTED. 8, USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION, VJ November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SF-3 SF-4 Urban Drainage and Flood Control District November 2010 CO Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 0 O Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Stabilized Staging Area (SSA) SM-6 SM-6 Stabilized Staging Area (SSA) SF/CFill° SF/CF STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES '� ONSITE ' SSA STABILIZED STAGING AREA MAINTENANCE NOTES O CONSTRUCTION CONSTRUCTION 1. SEE PLAN VIEW FOR VEHICLE TRAILERS 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). PARKING OF �'� STORAGE, AND UNLOADING/LOADING OPERATIONS. U MI 20 CAN BE CONSTRUCTION FOOT 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE-TYPESTRUCTION MAT OR TRM).OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, NEEDED) 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE Q (WIDTH ° LESS IF CONST. CONSTRUCTION ` � GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, cE VEHICLES ARE SITE ACCESS I - USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR � PHYSICALLY ( - In OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. CONFINED ON USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) ` , BOTH SIDES) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 1 3" MIN. THICKNESS NOTE' MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR Q LLI SIDEWALK OR OTHER 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS 1 MATERIAL GRANULAR MATERIAL MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF 50 FOOT {MIN.) STORAGE VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. 12 PAVED SURFACE WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. STABILIZED N AREA CONSTRUCTION - i I- `•, V♦ z NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. ' - 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND ENTRANCE (SEE n CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 1 A r r r r DISTURBING ACTIVITIES. DETAILS VTC-1 O DIFFERENCES ARE NOTED. Z j i_� TO VTC 3) .. W SILT FENCE OR CONSTRUCTION 5 ANON WOVEN GEOTEXTILE FABRIC SHALL BE PACED UNDER THE STABILIZED SF/CF SF/CF�� FENCING AS NEEDED (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) O Q K z � :- '� � CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. Z 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT 0 WH O L� Lr t EXISTING ROADWAY O J 9" (MIN.} SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. O r r= / SSA-1 . STABILIZED STAGING AREA Z �/ � -Er' O STABILIZED CONSTRUCTION ENTRANCE EXIT MAINTENANCE NOTES in ' ' a r_, 1 W fI © r'r 1 INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. STABILIZED STAGING AREA INSTALLATION NOTES O PUBLIC { UNLESS OTHERWISE SPECIFIED MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS F- ROADWAY BY LOCAL JURISDICTION, USE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 1, SEE PLAN VIEW FOR I- Z CDOT SECT. #703, AASHTO #3 EROSION, AND PERFORM NECESSARY MAINTENANCE. -LOCATION OF STAGING AREA{S). COARSE AGGREGATE OR 6" -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL 7 O O MINUS ROCK 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN FROM THE LOCAL JURISDICTION. L EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. Ct Z U NON-WOVEN GEOTEXTILE FABRIC DOCUMENTED THOROUGHLY. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. (/) n 0 BETWEEN SOIL AND ROCK 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Z O "" O DISCOVERY OF THE FAILURE. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. O C w UNLESS OTHERWISE SPECIFIED BY LOCAL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED 4, THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR U U till INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. MATERIAL. OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE 5, UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT OR 6" MINUS ROCK r U„ (MIN.) 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND i AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED SECT. #703, AASHTO 3 COARSE AGGREGATE OR 6" (MINUS) ROCK. -:;.---; -- DOWN STORM SEWER DRAINS. 6, ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. FENCE AND CONSTRUCTION FENCING. inil ,)j\ \, ' �� \ STY T��/��/f` CONSULT CEWITH A LOCAL E JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN STABILIZED STAGING AREA MAINTENANCE NOTES ED 1�. Q-r NON WOVEN GEOTEXTILE • FABRIC (DETAILS ADAPTED FROM CITY OF BROOMfIELO. COLORADO. NOT AVAILABLE IN AUTOCAO) 1, INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. COMPACTED SUBGRADE MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS SECTION A 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 pL DISCOVERY OF THE FAILURE. VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED TAJ 1/27/2025 November 2010 Urban Drainage and Flood Control District VTC-3 VTC-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SSA-3 SSA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban StormDrainage Q E 1 MUTCD 2009 EDITION 8' Table 6C-3.Taper Length Criteria for Temporary Traffic Control ` p Figure 6C 3. Example of a One-Lane,Two Way Traffic TaperZones / Type of Taper Taper Length li fA 315 Merging Taper at least L v Know what's below. Shifting Taper at least 0.5 L Call before you dig. Shoulder Taper at least 0.33 LZ One-Lane,Two-Way Traffic Taper50 feet minimum,100 feet maximumif 410 O14Downstream Taper 100 feet per lane Note:Use Table OC-4 to calculate LTable eC-4.Formulas for Determining Taper Length Speed(S) Taper Length CO in feet < J 40 mph or less L=wsz J So 24" MIN. 45 mph or moreL=WS f0/� Where: Ce �/ •L=taper length In feet • =width of offset In feet S • =pasted speed limit,or off-peak 8501-percentile speed prior to work starting,or the anticipated operating speed In mph NEW ASPHALT SAW CUT AND REMOVE EXISTING ASPHALT ASPHALT 2" DEPTHit N ' -11111111111111111111 __ 11 ; I _ L I i� I� IM w ,,7, sk , j w ,1tl 7Sti r' 1 I I- � / ,`r • Downstream Taper Q \ \ \ 5D to 100 f1 SAW CUT OR OTHER IIII Butter Space METHOD AS APPROVED 1�1 Ilon itudinall Work Space SAW CUT ASPHALT OR "T-JOINT" DETAIL `. • 9ulfer iluOinel Space tion p q ) f is used to position the taper f In advance of;he Curve • NOTES: • 1. PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) 1 z PRIOR TO PAVING OPERATION. APPLY TACK (CSS-1h) TO THE MILLED OR One-Lane.Two-Way TraficTaper o SAW—CUT EDGE PRIOR TO PAVING OPERATIONS. 50 to 100 f1 I— a_ 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. V A DIFFERENT APPLICATION RATE SHALL BE APPROVED BY WELD COUNTY. r* 0 Legend LJ1 -4 Di reel ion of travel 0 Channelizing device i ® Work space O —u Flagger Z an Sign aaaaaaaa an W Ct Computer File Information Index of Revisions WELD COUNTY As Constructed SAW CUT ASPHALT OR Project No./Code 4 t y Creation Date: Date: Comments: Initials: Last Modified Date: 11/12/2020 PUBLIC WORKS DEPARTMENT No Revisions: rrT-JOINT" DETAIL '""' '' 1111 H.STREET Full Path: t 1 ii 1 1 I — Si P.O.BOX 758 Revised: Designer: DrawingFile Name: _II.M P. •'. GREELEY,CO. 80632-0758 .,,,_h r' - PHONE:(970)356-4000 Detailer: AutoCAD Version: 2018 Scale: AS NOTED Units: English FAX: (970)304-6497 Void: Sheet Number of 9 Sheet Subset: Sheet Subset: C)T CO 0 O^' I r Z D O cll ) U J 0 a Z I Q W N 0 rcowz OZ0 � QwH o U O oD o 0 U z > OC I- z Pz 2 ca o I- DLZ o zO O w 1/27/2025 Hello