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Home My WebLink About20221099.tiffMEMORANDUM TO: Clerk to the Board DATE: March 21, 2022 FROM: Dawn Anderson — Planning Services Dept. SUBJECT: Acceptance of Final Construction Plans and Deed of Dedication RE: USR18-0065 FINAL EXHIBITS AND CONDITIONS On August 3, 2020, the Board of County Commissioners (BOCC) approved an Improvements and Road Maintenance Agreement (IA) as a condition of approval for case number USR18-0065 for a solid waste disposal site. When staff presented the IA to the BOCC it was communicated that the construction plans were only at a 30% design level and that at final acceptance the exhibit would be updated to include the final stamped set. These plans are an attachment to this memo for the file. Also attached to this memo is a signed Deed of Dedication which is presented to satisfy a condition of approval required with the approval of USR18-0065 for a Waste Disposal Facility and IA. Staff recommends that the BOCC Accept the Deed of Dedication for additional right of way for Weld County Road 25 between Waste Management Disposal Services of Colorado, Inc and Weld County as well as the final stamped construction plans as Exhibit C to the IA. DOCKET 2019-4012- USR18-0065 FOR A SOILD WASTE DISPOSAL SITE & FACILITIES DOCKET 2020 -2362 -IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT Co MR ) n;co.t;onS T/22 2022-1099 WASTE MANAGEMENT WCR 25 & HWY 14 INTERSECTION IMPROVEMENTS SHEET NO. G-000 G-001 G-002 G-003 G-004 G-005 C-100 C-101 C-102 C-103 C-104 C-105 C-106 C-107 C-108 C-109 C-110 C-111 C-112 C-113 C-114 C-115 C-116 C 117 C-118 C-119 C-120 C-121 C-122 C-123 SHEET INDEX SHEET TITLE COVER SHEET LEGEND AND ABBREVIATIONS GENERAL NOTES GENERAL NOTES GENERAL NOTES SUMMARY OF APPROXIMATE QUANTITIES SURVEY CONTROL SHEET TYPICAL ROAD SECTIONS WCR 25 TYPICAL ROAD SECTIONS WCR 25 EXISTING CONDITIONS WCR 25 EXISTING CONDITIONS WCR 25 UTILITY PLAN UTILITY PLAN CONSTRUCTION PHASING PLAN DEMOLITION PLAN DEMOLITION PLAN OVERALL ROAD LAYOUT PLAN ROAD LAYOUT PLAN WELD COUNTY ROAD 25 ROAD LAYOUT PLAN WELD COUNTY ROAD 25 INTERSECTION DETAIL HWY 14 AND WCR 25 ENTRANCE DETAIL WASTE MANAGEMENT SITE GRADING PLAN WCR 25 GRADING PLAN WCR 25 CULVERT 1 PLAN AND PROFILE CULVERT 2 PLAN AND PROFILE SIGNING AND STRIPING PLAN SIGNING AND STRIPING PLAN CONSTRUCTION TRAFFIC CONTROL PLAN SEDIMENT AND EROSION CONTROL PLAN SEDIMENT AND EROSION CONTROL PLAN C-200 C-201 C-202 C-203 C-204 C-205 C-206 C-207 C-208 C-209 C-210 C-500 C-501 C-502 C-503 C-504 C-505 C-506 C-507 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 CROSS SECTIONS WCR 25 DRAINAGE DETAILS DRAINAGE DETAILS EROSION CONTROL DETAILS EROSION CONTROL DETAILS EROSION CONTROL DETAILS EROSION CONTROL DETAILS EROSION CONTROL DETAILS EROSION CONTROL DETAILS CLIENT CONTACT CONTACT TOM SCHWEITZER PHONE 303-914-1445 TSCHWEITZER@WM.COM PROJECT CONTACT INFORMATION COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) CONTACT TIM BILOBRAN PHONE 970-350-2163 EMAIL TIMOTHY.BILOBRAN@STATE.CO.US WATER UTILITIES NORTH WELD COUNTY WATER DISTRICT (NWCWD) CONTACT ERIC RECKENTINE PHONE : 970-356-3020 EMAIL: ERICR@NWCWD.ORG GAS UTILITIES XCEL ENERGY CALL 811 RIMROCK ENERGY PARTNERS PHONE 720-739-3620 ELECTRICAL UTILITIES POUDRE VALLEY RURAL ELECTRIC ASSOCIATION, INC. (PVREA) CONTACT RYAN POWELL PHONE 970-282-6432 EMAIL RPOWELL@PVREA.000P PLATTE RIVER POWER AUTHORITY PHONE 970-226-4000 PHONE & COMMUNICATIONS UTILITIES CENTURY LINK CALL 811 Know what's below. Call before you dig. 3801 AUTOMATION WAY SUITE 100 FORT COLLINS, CO 80525 TEL 970 223-9600 FAX 970 223-7171 TETRA TECH www.tetratech.com PROJECT LOCATION: WELD COUNTY, COLORADO Tt PROJECT No.: 117-2402273 PROJECT DESCRIPTION / NOTES: ROAD IMPROVEMENTS ALONG WELD COUNTY ROAD 25 RELATED TO USR18-0065 CLIENT INFORMATION: WASTE MANGEMENT ISSUED: 30% DRAFT DESIGN PLANS 03/26/20 60% DRAFT DESIGN PLANS 08/21/20 90% DRAFT DESIGN PLANS 11/05/20 FINAL REVIEW 12/23/20 ISSUED FOR CONSTRUCTION 02/28/22 VICINITY MAP: PROJECT LOCATION W M-WGR 25 IMPROVEMENTS\07-CAD\SH EETFILES\G-081 NOTES -LEGENDS 8 AM - VAT-Z\WASTE MANAGEMENT117-2402273 E D C B A 2 3 4 5 6 ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ARAN ABANDON ABC AGGREGATE BASE COURSE AC ACRE OR ALUMINUM GP ARTM AMERICAN SOCIETY FOR TESTING AND MATERIALS COOT CL CP CTR DEMO DECEL DIA EA Ea EG EL ELEC ROA ECG EC ESMT EST ON EXST FES FG FH FIN FL FO FT GA GAL ORND GV HOWL HIM HARM HR HWY HYD INL INV INV EL LF LS MAX MEAN MFR MH MIN MISC NPW COLORADO DEPARTMENT OF TRANSPORTATION CENTERLINE COR RUGATED METAL PIPE CONTROL POINT CENTER DEMOLITION DECELERATION OMMVIER CASTING EACH EAST BOUND EXISTING GRADE ELEVATION ELECTRICAL EDGE OF ASPHALT EDGE OF GRAVEL EQUAL EASEMENT ESTIMATE EACH WAY EXISTING FLARED END SECTION FIMSH GRADE FIRE HYDRANT FINISH FLOOR FIBER OPTIC FEET GAS GAUGE GALLON GROUND GATE VALVE HEADWALL HOT MIX ASPHALT HORIZONTAL HOURISI HIGHWAY HYDRANT INLET INVERT INVERT ELEVATION LEFT LINEAL FEET LENGTH LUMP SUM MAXIMUM MECHANICAL ER .NUFACMANHOLETUR MINIMUM MISCELLANEOUS NORTHING NUMBER NON -POTABLE WATER NTS NWCW0 OFF PAR PC PERM PERP PG PL PNT PRCST PREFAB PRELIM PREP PROD PROP RV PSF PSI PT PVC VC PPVM P/RFA PW an RC RCP REC REINE READ ROW sAN SCHED SD SDR SECT SF SHLDR SHT SPEC SO SS ST STA STD STL STRUCT STRUCT STL SVC SUE SY TEL TEMP TDC TOT TYP NOT TO SCALE NORTH WELD COUNTY WATER DISTRICT ON CENTER OUTSIDE DIAMETER OFFSET PARALLEL POINT OF CURVATURE PERMANENT PERPENDICULAR PERFORMANCE GRADE PROPERTY LINE PAINT PRECAST PREFABRICATED PRELIMINARY PRBPARATION PROJECT PROPERTY PRESSURE REDUCING VALVE OR PRESSURE RELIEF VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PoINTOF TANGENCY DINT OF VERTICAL CURVE PAVING PAVEMENT POUDRE VALLEY RURAL ELECTRIC ASSOCIATION POTABLE WATER QUANTITY RIGHT, RANGE RADIUS RE INFORCED RCED CONCRETE REINFORCED CONCRETE PIPE RECORD RE INFORCE ID) MG) (MENT) REQUIRED RIGHT DF WAY SANITARY SCHEDULE STORM DRAIN STANDARD DIMENSION RATIO SECTION &ILTFENCE OR SQUARE FEET SHOULDER SHEET SPECIFICATION SQUARE SANITARY&EWER STREET STATION STANDARD STEEL STRUCTURAL STRUCTURAL STEEL RVICE SUBSURFACE UTILITY ENGINEERING QUARE YARD TOWNSHIP TELEPHONE TEMPORARY TOP OF CONCRETE TOTAL TYPICAL UNDERGROUND UE UT VB R VP VTC WS WCR WL UNDERGROUND ELECTRIC UNE(S) UNDERGROUND TELEPHONE LINE(S) VALVE BOX VERTICAL VENT PIPE VEHICLE TRACKING CONTROL WESTBOUND WELD COUNTY ROAD WATERLINE WELDED WIRE FABRIC LEGEND NOTE: LEGEND 1. THIS IS A STANDARD LEGENDFORE NOT ALL OF THIS INFORMATION MAY BE USEDUSED ON THIS PROJECT. SECTION LETTER IDENTIFICATION SHEET WHERE THE SECTION OR ELEVATION 19 DRAWN ="INDICATES GAME DMWING SECTION Le 'LH IDENTIFICATION SHEETS WHERE THE SECTION OR ELEVATION IS CUT OR CALLED OUT INDICATES SAME DRAWING EXisTWG EDGE OF GRAVEL ROAD 0 -- SECTION OR ELEVATION MARKER 0 ROW INDICATES VIEWING ORIENTATION SECTION SECTION OR ELEVATION TITLE EDGE OF ROAD - - - ROW/PROPERTY LINE CENTERLINE • — MAJOR CONTOUR MINOR CONTOUR - WATER UNE CHAIN LINK FENCE UNDERGROUND ELECTRIC __,-_, UNDERGROUND �� COMMUNICATION WVy OVERHEAD POWER LINE FIBER OPTIC WATER VALVE BENCHMARK OR SECTION CORNER #" BOREHOLE SYMBOLS — EXIRTNG UTILITY EASEMENT ELECTRIC GUY WIRE GEC TECHNICAL BORE HOLE SF sl TFE E MAJOR CONTOUR MINOR CONTOUR CENTERLINE —xx—xx—xx— FENCE RD O EDGEF GRAVEL D UL ER RIPRAP RIGHT-OF-WAY PAVEMENT EDGE CONCRETE MILL a OVERLAY ASPHALT PAVEMENT GEOGRID DRAINAGE CULVERT DRAINAGE &WALE EROSION LOO EROSION CONTROL BLANKET WI SEEDING INLET PROTECTION OUTLET PROTECTION PHASE LINE TRAFFIC SIGN UNDERGROUND ELECTRIC OVERHEAD ELECTRIC POWER POLE GUY WIRE O EXST PEDESTAL POLES LUMINAIRE EXISTING SECTION LINE EXISTING ROAD SIDE DITCH EXISTING EDGE OF WATER DEMOLITION EXISTING DELINEATOR EAISTING POWER TOWER EXISTING POWER POLE EXISTING SIGN DETAIL NUMBER IDENTIFICATION SHEETS WHERE THE DETAIL IS CALLED OUT "-" INDICATES SAME DRAWING DETAIL NUMBER IDENTIFICATION SHEET WHERE THE DETAIL IS DRAWN INDICATES SAME GRAWING rq� DETAIL 14 SCALE 1IL DETAIL TITLE DETAIL MARKER F UE OE C— Bar Measures 1 inch. otherwise drawing not to scale E S S S S O S T9 R C C C S 8 K l7 8 8 TA 8 IX a C a WASTE MANAGEMENT z 0 O ce ° 0 4p w Z IL 0 W J PROD: 117-2402279 ODOR: DRWN: CHICO: JAB JUG ORB G-001 :38 AM-V:\T-Z\ WASTE MANAGEMENT117-2402273 - WM-VVCR 25 IMPROVEMENTS\ 07-CAD\SHEETFILES\G-001 NOTES-LEGENDS-ABBREVIATIONS.DWG -ANDRYAUSKAS, JEREMY E D C B A 2 GENERAL NOTES: 3 1. ALL MATERIALS, EQUIPMENT. INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION a THE FOLLOWING STANDARD REFERENCES AS APPLICABLE: a. COOT FIELD MATERIALS MANUAL b. COOT CONSTRUCTION MANUAL S. COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATENT EDITION U. COOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT e. COOT STANDARD PLANS (MSS STANDARDS) L FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATESTEDITION) AND THECOLORADO SUPPLEMENT THERETO g. AASHTO ROADSIDE BENIGN GUIDE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: COLORADO DEPARTMENT OF TRANSPORTATION BID PLANS ROOM 4201 EAST ARKANSAS AVENUE DENVER, CO 80222-0400 (3031 757-3313 h. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA, JANUARY 2021. i. WELD COUNTY PROJECT SPECIAL PROVISIONS. 2. ACCESS CONSTRUCTION WITHIN ROAD ROW AND ALL ROAD IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT(S) AND NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NIP SHALL BE AVAILABLE DN THE CONSTRUCTION SITE AT ALL TIMES. 3 THE CONTRACTOR SHALL PROVIDE ON -SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION SITE. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST. 5. THE CONTRACTOR MUST KEEP ALL OPERATIONS, INCLUDING ALL EQUIPMENT, WITHIN THE DELINEATED EASEMENTS. RIGHT OF WAY. AND LIMIT OF DISTURBANCE LINES UNLESS AUTHORIZED SY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENTCONSTRUCTION EASEMENTS MAY BE REQUIRED. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN CDOT AND WELD COUNTY RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 7 NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN COOT RIGHT OF WAY. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS. tl. 9 THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE CDOT AND WELD COUNTY RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS PERMIT AND RIGHT.OF-WAY USE PERMIT. 10 IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND/OR REGULATIONS APPLY TO THE PROJECT, AND TO OBTAIN ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK. PLEASE REFER TO OR REQUEST A COPY OF THE CDOT ENVIRONMENTAL CLEARANCE INFORMATION SUMMARY' (ECIS) FOR DETAILS. THE ECIS MAY BE OBTAINED FROM COOT PERMITTING OFFICES OR MAY BE ACCESSED VIA THE COOT PLANNING/CONSTRUCTION-ENVIRONMENTAL GUIDANCE WEBPAGE AT: HTTP:/MIWJ.DOT.STATE.CO.US/ACCESSPERMITSIPOF/ENVIRONMENTALCLEARANC ESIN FORMATIDNSUMMARY.PDF FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OFVOUR COST PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER DUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS. UNLESS OTHERWISE IDENTIFIED BY WELD COUNTY OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER DUALITY CONTROL DIVISION (WOOD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS. UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATIONANO FORMS, GO TO THE CDPHE WEBSITE AT: HTTP,WWWV.CDPHE.STATE.CO.US/WENPERMITSUNIT/INDEX.HTML 11. THE TYPES,SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL COLORADO 811. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES. 12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS. INCLUDING FENCES, SIGNS, CULVERTS AND ROADS, DAMAGED DURING EXECUTION OF THE WORK. 13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD. DAMAGED PINS WILL BE REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 14. ALL EARTHWORK AND CONSTRUCTION SHALLCOMPLYWITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT BY TETRATECH. SEE CONTRACT DOCUMENTS FOR REFERENCE TO THIS DOCUMENT. 15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER, AS IDENTIFIED IN CONTRACT DOCUMENTS. I 4 I 5 6 17. KEEP ALL ROADS FREE OF MUD AND DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS FROM ALL ROADS AT THE END SF EACH WORK DAY. 18. PRIOR TO EARTHWORK CONSTRUCTION. EXISTING CONCRETE,VEGETATION, AND OTHER DELETERIOUS MATERIALS SHOULD BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS. 18. NO FILL MATERIAL SHALL RE PLACED, WORKED, AND OR ROLLED WHILE THE MATERIAL IS FROZEN. THAWING, OR DURING POOR / INCLEMENT WEATHER CONDITIONS. 20. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANYTIME. 21. NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT, ON WEEKENDS, ON HOLIDAYS, OR DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY. 22. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BESAWCUT. 23. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES MUST BE MAINTAINED BY THE CONTRACTOR. 24. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE. OR APPROVED BY WELD COUNTY. 25. THECOST FOR REINFORCED CONCRETE PIPE END SECTION (RCP) SHALL BE PAID FOR AS PART OF THE PIPE IN CONTRACT ITEM 6D3-01420 AND 803-02420. MEASUREMENT SHALL BE SHOWN AS LI, CONCRETE PIPE WITH END SECTIONS IN STANDARD PLAN M-603.2. 28. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUCTED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. 27. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 28. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE TO KEEP A COPY OF THE CONSTRUCTION PLANS AT THE SITE AT ALL TIMES. 2B. CONTRACTOR SHALL SUPPLY CERTIFIED WEIGHT OR QUANTITY TICKETS FOR PAY ITEMS. 30. A WELD COUNTY RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ALL WORK WITHIN WELD COUNTY RIGHT-OF-WAY. 31. INSPECTIONS BY WELD COUNTY ARE REQUIRED IN COMPLIANCE WITH THE COOT CONSTRUCTION MANUAL. WELD COUNTY SHALL BE NOTIFIED OF INSPECTIONITESTING AT LEAST 48 HOURS PRIOR TO INSPECTIONITEST. 32. TESTING FOR WORK WITHIN THE WELD COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE COOT FIELD MATERIAL MANUAL. Bar Measures 1 inch, otherwise drawing not to scale S S w V S N N f2 S 0 F 0 S C 0 N S S WASTE MANAGEMENT PROJ: 117-2402273 DERN: DRWN: CHKO: JAB JJA CSS G-002 f, S :39 AM - VAT-21WASTE MANAGEMENT717-2402273 - WM-V,CR 25 IMPROVEMENTSN7-CAD4SHEETFI€ESIG-001 NOTES-LEGENDS-ABBREVIATIONS.DWG - ANORYAUSKAS, JEREMY E D C B A TRAFFIC CONTROL PLAN NOTES 1. CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TES) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN COOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS. 2. PRIOR TO BEGINNING OFWORK IN THE COOT ROW, THE CONTRACTOR SHALL CREATE A SITE SPECIFIC, DETAILED CONSTRUCTION TRAFFIC CONTROL PLAN WHICH COVERS ALL PHASES AND DAY/NIGHT SIGNAGE CONDITIONS OF WORK. THE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO COOT AND WELD COUNTY FOR APPROVAL NO LATER THAN 72 HOURS PRIOR TO IMPLEMENTATION. 3. DURING CONSTRUCTION, AT LEAST ONE LANE NEEDS TO BE OPEN TO FACILITATETRUCK TRAFFIC ONTOIACR 25 AT ALL TIMES. IFWCR 25 NEEDS TO BE CLOSED FOR MORE THAN THREE DAYS, THIS REQUIRES APPROVAL FROM THE BOARD OF COUNTY COMMISSIONERS. EXPECT THIS PROCESS TO TAKE MORE THAN TWO WEEKS. 4. CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES AT THE END OF THE DAYS CONSTRUCTION ACTIVITIES. ON WEEKENDS AND HOLIDAYS, UNLESS OTHERWISE DIRECTED. 5. DURING CONSTRUCTION. STATE HIGHWAY 14 SHALL REMAIN OPEN AT ALL TIMES. ANY DESIRED CLOSURES MUST BE COORDINATED WITH COOT. ALL TRAFFIC CONTROL DETAILS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION WITH CURRENT SUPPLEMENTS, EXCEPT AS MODIFIED HEREIN. ALL WORK ZONETRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED). THE CURRENT COLORADO SUPPLEMENTS, AND THE APPROVED PLANS AND SPECIFICATIONS. NO LANE CLOSURE ON ANY STATE HIGHWAYS WILL BE APPROVED PRIOR TO WELD COUNITS WRITTEN APPROVAL OF THE METHOD OF HANDLING TRAFFIC (MET). 7. ALL WORK ZONE TRAFFIC CONTROL DEVICES USED IN CONSTRUCTION ZONES SHALL BE REFLECTIVE AND IN ACCORDANCE WITH COOTS LATEST SPECIFICATIONS. B. THE FIRST TWO REFLECTIVE DRUMS WILL BE EQUIPPED WITH FLASHERS IF INTENDED TO BE LEFT IN PLACE AT NIGHT. 9. FOR ALL NEW PAVEMENT. ALL STOP BARS, AND CROSS WALKS. WORDS AND SYMBOLS SHALL BE PREFORMED THERMO-PLASTIC MARKINGS. THESE MARKINGS SHALL BE INLAID INTO THE SURFACE COURSE OF ASPHALT DURING ASPHALT PLACEMENT. ALL LANE STRIPING SHALL BE EPDXY PAINT. 10. NO DROP-OFFS OF MORE THAN ONE -INCH AREALLOWED AT NIGHT. ON WEEKENDS, OR ON HOLIDAYS.WITHOUT APPROVAL FROM WELD COUNTY. A MINIMUM OF 3:1 TAPER OF FILL MATERIAL SHALL BE USED TO FILL ALL DROP-OFFS DURING THESE TIMES. 11. ALL DRUMS SHALL BE MOVED TO THE OUTSIDE EDGE OF THE ROADWAY AT NIGHT, ON WEEKENDS. OR ON HOLIDAYS, UNLESS OTHERWISE APPROVED BY WELD COUNTY. IS. FLAGGER SYMBOL SIGNS SHALL BE INSTALLED AND FLAGG€RS SHALL BB UTILIZED AS DEEMED NECESSARY. 13. CHANNELIZING DEVICES SHALL BE REFLECTIVE DRUMS. 14. ALL DELINEATORS SHALL BE INSTALLED ON CARSONITE POSTS. GRADING AND EROSION CONTROL NOTES: 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED BY THE ENGINEER. INSPECTOR, WELD COUNTY. OR COOT. 2. A STATE ISSUED STORMWATER CONSTRUCTION PERMIT AND SWMP(STORM WATER MANAGEMENT PLAN) WILL BE REQUIRED AND MUST BE MAINTAINED THROUGH THE DURATION OF THE PROJECT. BOTH THE CONTRACTOR AND THE OWNER MUST APPLY FOR COVERAGE FOR THE STORMWATER CONSTRUCTION PERMIT. 3. DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ONWITE EROSION DUE TO RUNOFF, AS WELL AS VEHICLE TRACKING. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN IN DRAWINGS OR AS MODIFIED BY CONTRACTOR BASED ON FIELD CONDITIONS. 4. ALL PERIMETER EROSION CONTROL MEASURES SHALL RE INSTALLED AND FUNCTIONAL, PRIOR TO ANY OTHER EARTH -DISTURBING ACTIVITY. ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE FACILITIES, AROUND WHICH THEY ARE BASED, BECOME OPERATIONAL. 5. ANY EROSION CONTROL FACILITY DAMAGED OR DESTROYED PREMATURELY, BY ANY MEANS, SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING NATURAL AND MANMADE DRAINAGE'S DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS. WETLANDS, ETC.. RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 7. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY 'BEST MANAGEMENT PRACTICES' AS INDICATED IN THE STORMWATER MANAGEMENT PLAN AND SHOWN ON THE EROSION CONTROL PLANS. B. THE CONTRACTOR, GRADING CONTRACTOR ANDIOR THEIR AUTHORIZED AGENTS SHALL INSURE NO SPILLAGE OF ALL LOADS OF CUT AND FILL MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. ALL LOADS OF MATERIAL IMPORTED AND EXPORTED SHALL BE PROPERLY COVERED TO PREVENT LOSS ONTO PUBLIC ROADS. S. WHERE TOPSOIL IS PLACED, IT SHALL BE INSTALLEDWITH THE TOP OF THE TOPSOIL SURFACE SET AT FINISH GRADE. 10, CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT ALL MEASURES THAT IT DETERMINES ARE NECESSARY, AND MEET THE REQUIREMENTS OF THE STATE STORMWATER DISCHARGE PERMIT. 11. NEGATIVE IMPACTS TO DOWNSTREAM AREAS CAUSED BY CONSTRUCTION TO BE MONITORED AND CORRECTED BY THE CONTRACTOR. ANY OFF -SITE CLEANUP. DIRECTED BY THE ENGINEER, INSPECTOR OR COOT (INCLUDING STREET CLEANING), SHALL BE.COMPLETED WITHIN 24 HOURS OF WRITTEN INSTRUCTION, OR RISK CONSTRUCTION STOPPAGE. 12. APPROVED EROSION AND SEDIMENT CONTROL"BEST MANAGEMENT PRACTICES' ("BMP") SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM. THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL DE GEMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP, 13. WATER USED IN THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PRE -DEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE, THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED CEMENT WASTE SHALL BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD A PRE -DEFINED BERMED CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE. OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING A CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT'S TRAINING VIDEO ENTITLED' BUILDING FOR A CLEANER ENVIRONMENT, READY MIX WASHOUT TRAINING', AND ITS ACCOMPANYING MANUAL ENTITLED, 'READY MIX WASHOUT GUIDEBOOK, VEHICLE AND EQUIPMENTWASHOUT AT CONSTRUCTION SITES.' THE DIRECTOR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. INFORMATION ABOUT, OR COPIES OF THE VIDEO AND TRAINING MANUAL ARE AVAILABLE FROM THE WATER QUALITY CONTROL DIVISION. COLORADO DEPARTMENT OF PUBLIC HEALTH S ENVIRONMENT, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530, 303-8823555. KIDDIE POOLS ARE PROHIBITED FOR USE AS A CONCRETE WASHOUT. 14. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS REQUIRED IN ORDER TO MINIMIZE DUST. 15. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY DISTURBED AREAS ARE SUFFICIENTLY STABILIZED IN THE OPINION OF THE PROJECT ENGINEER. WELD COUNTY. AND COOT TO MINIMIZE EROSION POTENTIAL. 18. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES. AND TO RESTORE THE AREA TO NATURAL CONDITION. 17. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED GEOTECHNICAL ENGINEER. ALL TEST RESULTS SHALL BE MADE AVAILABLE TO THE PROJECT ENGINEER AND WELD COUNTY. THE CONTRACTOR SHALL PROVIDE ALL GEOTECHNICAL TESTING REQUIRED FOR THE PROJECT. IS. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTEDWHERE EVER POSSIBLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID DAMAGE TO EXISTING FOLIAGE THAT LIES IN THE PROJECT AREA, UNLESS DESIGNATED FOR REMOVAL. CONTRACTOR SHALL BE LIABLE FOR SUCH DAMAGE AT HIS/HER EXPENSE. - 19. TOPSOIL SHALL BE STOCKPILED ON THE WASTE MANAGEMENT SITE FOR USE ON AREAS TO BE REVEGETATED. 20. THERE SHALL BE NO EARTH DISTURBANCE OUTSIDE THE LIMIT OF DISTURBANCE DESIGNATED ON THESE PLANS. 21. SOILS THAT WILL BE STOCKPILED FOR MORE THAT 30DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN 14 DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF THE FOLLOWING MULCHING, TEMPORARYIPERMANENT REVEGETATION OPERATION, CHEMICAL SOIL STABILIZER APPLICATION (REQUIRED PRIOR APPROVAL), OR EROSION CONTROL MATTINGIGEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF DRAINAGEWAY, ADDITIONAL SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED. 23. ALL AREAS DISTURBED BY CONSTRUCTION THAT AREN'T PAVED OR AGGREGATE BASE COURSE SHALL BE REVEGETATED WITH NATIVE SEED MIX AND A MINIMUM OF4. TOPSOIL INSTALLED BELOW FINAL GRADE. - Bar Measures 1 inch, otherwise drawing not to scale v R A 6 0 re R N H— z LU UJ W 2 W PROD: 117.2402273 DESN: DRWN: CHKO: JAB JJA CSS G-003 Copyright: Tetra Tech 32/20221129:39 AM - V:\T-ZWASTE MANAGEMENT\117-2402273 - WM-WCR 25 IMPROVEMENTS/07-CAD\SHEETFILES\G-001 NOTES -LEGENDS -ABBREVIATIONS, DWG - ANDRYAUSKAS, JEREMY E D C B A 2 3 L 4 5 6 UTILITY NOTES 1. SEE SHEETS C-105 AND C-106 FOR SUBSURFACE UTILITY ENGINEERING REQUIREMENTS. 2. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO VERIFY ELEVATIONS AND LOCATIONS OF ALL UTILITIES AT CULVERTS. POTHOLE INFORMATION SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO COMMENCING WITH ANY EXCAVATION, DRAINAGE OR GRADING WORK. GEOTECHNICAL NOTES: 1. THE BASE OF FILLS SHOULD BE SCARIFIED AT LEAST 6 INCHES DEEP. MOISTURE CONDITIONED TO WITHIN IWO PERCENT OF OPTIMUM MOISTURE CONTENT. PROCESSED TO A UNIFORM CONDITION, AND THEN COMPACTED TO AT LEAST 65 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (PASHTO TSB). 2. IF SOFT, UNSUITABLE, OR YIELDING MATERIALS (OR AREAS) ARE ENCOUNTERED DURING THE PROCESS DESCRIBED IN NOTE 1, THIS MATERIAL SHOULD BE REMOVED AND REPLACED WITH SUITABLE FILL. 3. IF ENCOUNTERED DURING CONSTRUCTION, SOILS UNSUITABLE FOR PLACEMENT AS FILL, SUCH AS WEATHERED CLAYSTONE SOILS OR THOSE CONTAINING ORGANIC MATERIALS, CAN BE PLACED IN TOES OF SLOPES OR IN AREAS WHERE PAVEMENTS AND OTHER STRUCTURES WILL NOT BE CONSTRUCTED. 4. ALL VISIBLE DEBRIS OR OTHER DELETERIOUS OR ORGANIC MATERIALS OBSERVED DURING CONSTRUCTION SHOULD BE REMOVED. 5. PROPERTIES OF THE FILL WILL AFFECT THE PERFORMANCE OF THE PAVEMENT. SANDY SOILS USED AS FILL SHOULD BE MOISTURE CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. CLAY FILL SOILS SHOULD BE MOISTURE CONDITIONED TO BETWEEN 1 PERCENT BELOW OPTIMUM AND 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT. 6. FILL SHOULD BE MOISTURE CONDITIONED, PLACED IN THIN. LOOSE LIFTS (5 INCHES OR LESS) AND COMPACTED TO AT LEAST S5 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (AASHTO TSB). FILL PLACEMENT AND COMPACTION ACTIVITIES SHOULD NOT BE CONDUCTED WHEN THE FILL MATERIAL OR SUBGRADE IS FROZEN. EXISTING AGGREGATE BASE COURSE EXPOSED AFTER REMOVAL OF EXISTING ASPHALT TO BE STOCKPILED, MOISTURE CONDITIONED, REPLACED, AND COMPACTED AFTER SUBGRADE IMPROVEMENTS AND PASSING PROOF ROLL. AGGREGATE BASE COURSE SHALL MEET COOT SPECIFICATION 703 FOR CLASS 6 AGGREGATE SASE COURSE AND PASSING TESTS ON STOCKPILE MATERIAL SHALL BE PROVIDED TO THE COUNTY. e. PROPOSED SUBGRADE AND AGGREGATE BASE COURSE TO BE PROOF ROLLED PRIOR TO SUBSEQUENT FILL OR ASPHALT INSTALLATION. LOCATIONS FAILING PROOF ROLL TO BE IMPROVED BY CONTRACTOR BY REWORKING SOIL TO A MINIMUM DEPTH OF 2 FEET AND COMPETENT SOILS, PLACING A SEPARATOR FABRIC (EX. MIRAFI 5800 FOR THE WIDTH OF THE ROADWAY PRISM, AND BACKFILLING WITH CDOT SPECIFICATION 703 CLASS 6 AGGREGATE BASE COURSE, AND INSTALLATION OF TENSAR TRIAX 160 OR APPROVED EQUIVALENT GEOGRID, FOLLOWED BY VERIFICATION PROOF ROLL PROOF ROLL TO BE OBSERVED BY WELD COUNTY INSPECTOR NOTIFIED AT LEAST 48 HOURS PRIOR TO PROOF ROLL AND TETRA TECH OR WASTE MANAGEMENTS CONSTRUCTION QUALITY CONTROL CONTRACTOR. S. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. WATER REQUIRED FOR COMPACTION WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION, WILL BE PROVIDED BY THE CONTRACTOR, AND WILL NOT BE PAID FOR SEPARATELY. GEOGRID NOTES: 1. GEOGRID TO BE TENSAR TRIAX 160 OR APPROVED EQUIVALENT. 2. THE GEOGRID REINFORCEMENT SHALL BE COMPOSED PRINCIPALLY OF POLYPROPYLENE OR HIGH DENSITY POLYETHYLENE. THE GEOGRID REINFORCEMENT SHALL CONTAIN STABILIZERS OR INHIBITORS TO PREVENT DEGRADATION OF PROPERTIES DUE TO ULTRAVIOLET LIGHT EXPOSURE. THE GEOGRID REINFORCEMENT SHALL BE INERT TO ALL NATURALLY OCCURRING ALKALINE AND ACIDIC SOIL CONDITIONS. 3. THE MANUFACTURER SHALL FURNISH CERTIFIED TEST REPORTS FROM AN INDEPENDENT LABORATORY INDICATING THAT THE MATERIAL MEETS THE REQUIREMENTS OF THE TENSAR SPECIFICATION FOR TRIAX 160. 4. UPON DELIVERY, THE CONTRACTOR SHALL CHECK THE GEOGRID TO ASSURE THE PROPER MATERIAL HAS BEEN RECEIVED. SPECIAL CARE SHALL BE TAKEN IN THE HANDLING OF GEOGRIOS MANUFACTURED FROM POLYPROPYLENE AT TEMPERATURES AT OR BELOW 0 DEGREES FAHRENHEIT. 5. GEOGRID SHALL BE LAID AT THE PROPER ELEVATION AND ALIGNMENT AS SHOWN ON THE PLANS. GEOGRID SHALL BE ORIENTED SUCH THAT THE ROLL LENGTH RUNS PARALLEL TO THE ROADWAY ALIGNMENT. PARALLEL ROLLS SHALL BE OVERLAPPED 1 FOOT. WHEN A NEW ROLL IS STARTED, A 2 FOOT OVERLAP SHALL BE MADE OVER THE END OF THE PREVIOUS ROLL. CARE SHALL BE TAKEN TO ENSURE THAT GEOGRID SECTIONS CO NOT SEPARATE AT OVERLAPS DURING CONSTRUCTION. PLACEMENT OF GEOGRID AROUND CORNERS WILL REQUIRE CUTTING OF GEOGRID PRODUCT AND DIAGONAL OVERLAPPING OF SAME TO ENSURE THAT EXCESSIVE BUCKLING OF GRID MATERIAL DOES NOT OCCUR. B. GEOGRID MATERIAL SHALL BE SECURED TO THE GROUND SURFACE BY PLACEMENT OF LOOSE FILL AT THE CORNERS AND EDGES OR AS DIRECTED BY THE ENGINEER. TRACKED CONSTRUCTION EQUIPMENT PLACING FILL OVER GEOGRID SHALL NOT OPERATE DIRECTLY UPON THE GEOGRID. A MINIMUM FILL THICKNESS OF B INCHES IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. 1D. RUBBER TIRE EQUIPMENT MAY PASS OVER THE GEOGRID AT SLOW SPEEDS, LESS THAN 10 MPH, IF THE UNDERLYING MATERIAL IS CAPABLE OF SUPPORTING THE LOADS WITHOUT EXCESSIVE RUTTING OR CAUSING DAMAGE TO THE MESH. OPERATORS SHALL AVOID SUDDEN BRAKING OR SHARP TURNING. 11. FILL MATERIAL SHALL BE BACK DUMPED FROM TRUCKS RIDING ON TOP OF THE REINFORCED FILL AND BLADED ONTO THE GEOGRID IN SUCH A MANNER THAT THE FILL ROLLS ONTO THE GRID AHEAD, E.G., BY GRADUALLY RAISING DOZER BLADE WHILE MOVING FORWARD. 12. MATERIAL PLACED OVER THE GEOGRID SHALL BE MOISTURE CONDITIONED AND COMPACTED IN ACCORDANCEWITH THE COMPACTION REQUIREMENTS IN GEOTECHNICAL NOTES. CARE SHALL BE TAKEN TO ASSURE THE GEOGRID REINFORCEMENT IS NOT DAMAGED. 13. PAYMENT WILL BE FULLCOMPENSATION FOR ALL LABOR, MATERIALS, EQUIPMENT, AND OTHER ITEMS NECESSARY AND INCIDENTAL TO THE COMPLETION OF THE WORK ON AN AERIAL BASIS. ADDITIONAL GEOGRID FOR OVERLAPS WILL NOT BE MEASURED AND PAID FOR, BUT RHALL BE INCLUDED IN THE WORK. PAVEMENT NOTES: 1. NEW PAVEMENT SHALL MEET SMOOTHNESS CATEGORY MRI2. 2. FOR PRELIMINARY PLAN (QUANTITIES OF PAVEMENT MATERIALS), THE FOLLOWING RATES OF APPLICATION WERE USED: TACK COAT EMULSIFIED ASPHALT @0.1 GALSJSO. YD. (DILUTED AT 50% WATER AND 50% EMULSION) HOT MIX ASPHALT (HMA) @ISO LBSJCU. FT. AGGREGATE BASE COURSE CLASS S_O➢ 135 LBSJCU. FT. 3. TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED TO IMPROVE BOND AT THE FOLLOWING LOCATIONS: a. ALONG THE FACE OF ALL CURBS, GUTTERS, MANHOLES. ADJACENT EXISTING PAVEMENT, AND OTHER SURFACES AGAINST WHICH ASPHALT WILL BE PLACED. BETWEEN PAVEMENT COURSES WHEN ORDERED BY THE ENGINEER OR WHEN COURSES ARE PLACED ON DIFFERENT DAYS. EXISTING ASPHALT WHICH WILL BE ABUTTED TO ANY NEW HMA PAVEMENT, SAWJOINTS. MILLED ASPHALT, OR WHERE EXISTING ASPHALT WILL BE OVERLAID. 4. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 -PART EMULSIFIED ASPHALT AND 1 -PART WATER, THIS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST DF ITEM 403, HOT MIX ASPHALT (HMA). 5. THE CONTRACTOR SHALL SUBMIT A PAVING SCHEDULE TO THE OWNER AND WELD COUNTY, AND THEN SET UP A PRE -PAVING CONFERENCE AT LEAST 5 WORKING DAYS AFTER. PAVING SHALL NOT BEGIN UNTIL THE SCHEDULE HAS BEEN ACCEPTED IN WRITING BY THE OWNER AND WELD COUNTY. 6. PRIOR TO PLACING HOT MIXASPHALT, THE PAVED SURFACE SHALL BE SWEPT AND CLEANED, THIS WORK WILL BE PERFORMED BYA PICKUP BROOM. THIS WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE HOT MIX ASPHALT PAVEMENT ITEMS. 7. ANY LAYER OF HMA THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED TO THE FULL AVAILABLE WIDTH WITHIN EACH PHASE OF CONSTRUCTION BEFORE A SUCCEEDING LAYER IS PLACED. DILUTED TACK COAT SHALL BE USED BETWEEN EXISTING MAT AND NEW PAVEMENT, AND BETWEEN NEW PAVEMENT COURSES. B. WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED FULL DEPTH TO A NEAT VERTICAL LINE USING A PAVEMENT CUTTING SAW OR OTHER METHOD AS APPROVED BY THE ENGINEER. THE WORK WILL NOT BE MEASURED AND PAID FOR SEPARATELY. BUT WILL BE INCLUDED IN THE REMOVAL OF ASPHALT MAT ITEM. PRIOR TO PLACING TACK COAT OR HOT MIX ASPHALT AGAINST VERTICAL EDGES, THE PAVED SURFACE SHALL BE CLEAN. SWEEPING OR OTHER CLEANING METHODS MAYBE REQUIRED AND WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. TACK COAT IS ONLY REQUIRED BETWEEN PAVEMENT COURSES IF THEY ARE PLACED ON DIFFERENT DAYS. B. DEPTH OF RECONDITIONING AND MOISTURE -DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: a. FULL DEPTH OF ALL EMBANKMENTS h. FULL DEPTH FOR AGGREGATE BASE COURSE c. 6 INCHES FOR BASES OF CUTS AND FILLS 10. ON WON 25 THE TOP LIFT OF HMA IS REQUIRED TO BE VIRGIN ASPHALT MIX. THE BOTTOM LIFT OF HMA IS ALLOWED TO BE RAP. SIGNING & MARKING PLAN NOTES 1. FULL -COMPLIANCE, TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER CDOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY, 2. THE CONTRACTOR SHALL CONTACT COOT AND WELD COUNTY. AT LEAST TWO WEEKS PRIOR TO SCHEDULE STRIPING. THE PERMITTEE WILL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON FINAL INSPECTION OF THE ACCESS. 3. STRIPING SHALL BE EPDXY PAINT AR PER SECTION 627 OF THE COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 4. TYPE II DELINEATORS (DOUBLE CRYSTAL) SHALL BE INSTALLED AT 100 FOOT SPACING ON ALL ACCELERATION LANES AND TAPERS AND DECELERATION LANES AND TAPERS THAT ARE ADJACENT TO THE SHOULDER. 5. ALL STENCILS THERMO PLASTIC SHALL BE INLAID. DAMAGE TO THE ROADWAY DUE TO TOO DEEP OF INLAY GRIND/REMOVAL WILL REQUIRE THE CONTRACTOR TO REPLACE THE DAMAGE TO WELD COUNTY'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. THIS MAY INCLUDE FULL DEPTH ASPHALT REMOVAL AND PAVE BACK FOLLOWING THE PLAN FOR HMA TRANSITION DETAIL PLUS AN ADDITIONAL 1 -YEAR WARRANTY. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND RESETTING OF ALL EXISTING SIGNS, SHOWN OR NOT SHOWN ON PLANS, ON NEW POSTS. Bar Measures 1 inch, otherwise drawing not to scale E 0 B S S S f5 S S LL B B B S WASTE MANAGEMENT B' 0 v$ F z p5 J n4 g gn Z w PROJ: 117-2402273 DESN: ORWN: CARD: JAB LAW CRS G-004 3 - WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\G-005 SUMMARY OF APPROXIMATE OUANT1TIES.DWG - AND E D C B A 1 2 3 4 5 6 SUMMARY OF APPROXIMATE QUANTITIES (FINAL DESIGN) TETRA TECH www.tetratech.com 3801 AUTOMATION WAY SUITE 105 FORT COLLINS, CO 805255 TEL 570 223-5005 FAX 970 223-7171 BID ITEM NO. CONTRACT ITEM NO. CONTRACT ITEM UNIT QUANTITY 1 201-00001 CLEARING AND GRUBBING AC 1 2 202-00035 REMOVAL OF PIPE LF 137 3 202-00220 REMOVAL OF ASPHALT MAT SY 4157 4 202-00240 REMOVAL OF ASPHALT MAT (PLANING) SY 469 5 202-00810 REMOVAL OF GROUND SIGN EA 5 6 202-05026 SAWING OF ASPHALT MATERIAL LF 321 7 202-01000 REMOVAL OF FENCE LF 146 8 203-00010 UNCLASSIFIED EXCAVATION (COMMON BORROW) (COMPLETE IN PLACE) CY 1580 9 203-00012 UNCLASSIFIED EXCAVATION (EXISTING ABC)(COMPLETE IN PLACE)(SPECIAL) CY 924 10 203-00015 UNCLASSIFIED EXCAVATION (CHANNEL GRADING) CY 63 11 203-00066 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 50 12 203-01100 PROOF ROLLING HR 12 13 203-01597 POTHOLING HR 16 14 207-00210 STOCKPILE TOPSOIL CY 534 15 208-00002 EROSION LOG (12 INCH) LF 78 16 208-00020 SILT FENCE LF 2344 17 208-00045 CONCRETE WASHOUT STRUCTURE EA 0 18 208-00070 STABILIZED CONSTRUCTION ENTRANCE EA 5 19 208-00103 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) HR 20 '40F31 20 208-00105 REMOVAL AND DISPOSAL OF SEDIMENT(EQUIP) HR 20 21 208-00207 EROSION CONTROL MANAGEMENT DAY 10 DESCRIP0WN 30%DESIGN REVIEW 90% DESIGN REVIEW 90% DESIGN REVIEW FINAL REVIEW I ISSUED FOR CONSTRUCTION 22 210-00010 RESET MAILBOX STRUCTURE EA 1 23 210-00810 RESET GROUND SIGN EA 5 24 212-00006 SEEDING (NATIVE) AC 1 25 213-00011 MULCHING (HYDRAULIC) AC 1 26 216-00042 SOIL RETENTION BLANKET (S -C) (BIOD CL 2) SY 165 27 216-00301 SOIL FILLED TURF REINFORCEMENT MAT (CLASS 3) SY 165 28 304-06007 AGGREGATE BASE COURSE (CLASS 6) CY 250 29 306-01000 RECONDITIONING SUBGRADE SY 4157 Nec�"E 3000 30 403-33841 HOT BITUMINOUS PAVEMENT (GRADING S) [(100) (PG 64-22)] TON 1191 31 403-34851 HOT BITUMINOUS PAVEMENT (GRADING SX) [(100) (PG 64-28)] TON 1100 i 32 420-00132 MIRAFI 5801 OR APPROVED EQUIVALENT (CONTINGENT FOR FAILED PROOFROLL AREA, ASSUMED 25%) SY 650 33 420-00511 TENSAR TRIAX160 GEOGRID OR APPROVED EQUIVALENT (STA. 10+39.97 TO STA. 16+00) SY 3400 WASTE MANAGEMENT WCR 25A HWY 14 INTERSECTION IMPROVEMENTS SUMMARY OF APPROXIMATE QUANTITIES 34 420-00511 TENSAR TRIAX160 GEOGRID OR APPROVED EQUIVALENT (CONTINGENT FOR FAILED PROOFROLL AREA, ASSUMED 25%) SY 650 35 506-00209 RIPRAP (9 INCH) CY 4 36 603-01180 18 INCH REINFORCED CONCRETE PIPE LF 227 37 603-05018 18 INCH REINFORCED CONCRETE END SECTION EA 4 38 603-33018 18 INCH PIPE SAFETY END TREATMENT EA 2 39 614-00012 SIGN PANEL (CLASS II) SF 19 40 614-01503 STEEL SIGN SUPPORT (2 -INCH ROUND)(POST AND SOCKET) EA 3 41 620-00002 FIELD OFFICE (CLASS 1) EA 1 42 620-00020 SANITARY FACILITY EA 1 Ogp3 0 L104;t, e•8. el ` ; y 45455 r t Ie 4 -�� kr + O ' it. • + "93t0NAl.t* 43 625-00000 CONSTRUCTION SURVEY (INCLUDES AS -BUILT) LS 1 44 626-00000 MOBILIZATION LS 1 45 627-00005 EPDXY PAVEMENT MARKINGS GAL 40 PROD; t17-240227] 46 627-30405 PREFORMED THERMO PLASTIC MARKING (WORDS, SYMBOLS) SF 292 OE9N: JAB 47 630-00000 FLAGGING HR 1200 DOWN: LAW 48 630-00012 TRAFFIC CONTROL MANAGEMENT LS 1 CHK,: COS G-005 49 NA UTILITY RELOCATION EA 2 50 NA RIGHT-OF-WAY, ACCESS, STORMWATER PERMITS FOR COUNTY AND STATE EA 1 • ,,,,,..- Bar Measures 1 inch, otherwise drawing not to scale 2 3 4 5 I SECTION 12, T.EN„ R.67W. CP-7008 II I SET 64 REBAR WITH T ALUMINUM CAP N:1455728.06 POWERLINE EASEMENT REBECCALYNN IDER E:3155452.35 SEC. NO.2183328 070512400013 EL: 5128.37 )1 I (WIDTH VARIES) CP-GRASS iTETRA TECH www.tetratech.com 3601 AUTOMATION WAY SUITE 100 FORT COLLINS, 0080525 TEL 970 223-9600. FAX 970 223-7171 L6 ri-H. - - - - WITH2°ALU I -WITH 2°ALUMINUM CAP SET N4 REBAR I N: 1456083.13 I E: 3186403.85 EL: 5125.40 L7 - WITH 2" ALUMINUM CAP 30'POW N: 1457106.72 BK 66, PG 273 E: 3186405.13 EL: 5139.]9 LVERT2 I - - - - t0+p0 17+00 - - - - - 12+00 L1 13+00 14+00 15+00 16+00 17*00 L2 18+00 19+00 20+00 L3 27+00 22+00 22+40 ry t t I I I F- I— I H I 4 I I WELD COUNTY ROAD 25 --I------- — =_�- ----- — — _.-7—= - - - - - _------ Le I- 15' / LS PROPOSED 1 ROW --- - 30' ROW PER USAGE, CP-10001 TO BE DEDICATED BY WASTE MANAGEMENT SET 84 REBAR c I I I I /' Ii I A WITH 2°ALUMINUM CAP TO BE DEDICATED +p0 l N: 1456780.78 BY WASTE '� E: 3186459.97 MANAGEMENT/ EL: 5140.82 CULVERTI I. / / WASTE MANAGEMENT DISPOSAL V SERVICES OF COLORADO 070707000008 I-..--- 30' GAS EASEMENT I REC.NO.4485941 STATE HIGHWAY 14 ROW SECTION 7, T.7N.. R.66W. DEPARTMENT OF HIGHWAYS BOOKS 1483, PAGE 93 '.'00000 DESCRIPTION 30% DESIGN REVIEW 90%DESIGN REVIEW 90% DESIGN REVIEW FINAL REVIEW ISSUED FOR CONSTRUCTION SURVEY NOTES: WCR 25 CENTERLINE ALIGNMENT TABLE VERTICAL DATUM: NUMBER LENGTH LINE/CHORD DIRECTION START NORTHING & EASTING END NORTHING & EASTING START STATION END STATION NORTH AMERICAN VERTICAL DATUM OF 1888 MVO 88). VERTICAL CONTROL ESTABLISHED WITH TRIMBLEVRS NETWORK SOLUTION. CP-10001 (94 RS WI 3' AC) Wf C i# o o C ? - n S Li 574.40' NO. 27 SB.80 W N:1455789.25 E: 3186443.41 N: 1456363.63 E: 3186438.73 10+00.00 15+74.40 N=1456780.76 E=31Bfi959.97 ELEV=514D.B2 L2 360.69' NO° 21' 27.71"W N: 1956363.63 8;3186438.73 N: 1456724.51 E: 31064J8.40 15+74.40 19+35.29 CP WCR 25 (S4 R B WI2"AC) N=1456063.13 L3 304.71' N0. 36' 42.83'W N: 1456]24.51 E: 3188436.48 N: 1457029.20 E: 318643323 19+35.29 22+40.00 E=3186403.65 ELEV=5125.40 WASTE MANAGEMENT WCR 25& HWY 19 INTERSECTION IMPROVEMENTS SURVEY CONTROL SHEET HORIZONTAL DATUM: CULVERT 1 CENTERLINE ALIGNMENT TABLE COLORADO STATE PLANE NORTH ZONE COORDINATES NAD 83(2011) DATUM. HORIZONTAL CONTROL ESTABLISHED WITH TRIMBLE VRS NETWORK SOLUTION. NUMBER LENGTH LINE/CHORD DIRECTION START NORTHING & EASTING END NORTHING & EASTING START STATION END STATION NOTE: 1. THIS DRAWING IS AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES, SCALE AT 0.899]353](1.0002fi470)ABOUT THE ORIGIN 0,0. L4 173.53' N20°23'46.30"W N: 1456030.5] E: 318656224 N. 1456183.23 E: 1456193.23 10*00.00 11+73.53 2. ALL PROPERTY PINS, INTERSECTION MONUMENTS. AND SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION OF A LICENSED SURVEYOR. 1.5 10.00' ` - N31. 24'42.02°W _ E: 3186581.73 E: 3186501,76 N:1456201.76 E: 310fi99fi5.SS 18373.53 11+83.53 000 S.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATEWHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW SCALE: 1"= 100' CULVERT 2 CENTERLINE ALIGNMENT TABLE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. . n" �j� NUMBER LENGTH LINE/CHORD DIRECTION START NORTHING & EASTING END NORTHING & EASTING START STATION END STATION 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. 5. ANY LOT LINES, RIGHTS OF WAY OR EASEMENTS SHOWN ARE APPROXIMATE AND ARE NOT TO BE =03° tYA114 rg d L6 6.04' N83' 51' 15.fi4'E N: 145589].18 316856323 N: 145584]:03RELIED E: 3188369.23 10000.00 10+06,04 UPON FOR FUTURE IMPROVEMENTS.R�5 6. ALL BASE MAPPING AND SURVEY INFORMATION WAS PROVIDED BY KING SURVEYORS, WITH THE CE. I,PROJ: J 11]-2402273 DESK: JAB L7 19.17' N80. 50' 55.30"E N:1455847.83 E: 318636923 N: 1455850.38 E: 3186388.16 10+08.04 10+25.21 MOST RECENT SAGE MAP DATED DECEMBER 2019. 7.WCR 25 ROAD CENTERLINE IS COINCIDENT WITH SECTION LINE. ONLY ROAD CENTERLINE IS SHOWN , } Qom.!. 4l.• �.i ORWN: LAW CHKO: CSS' L8 154.51' — 589. 53'05.43'6 N: 1455850.88 E: 3186368.16 N:1455850.56 E: 3186542.67�1t 10+2521 11+79.72 FOR CLARITY. 1��1r �1°�� 3/014AIt r .1 C.— LOO Bar Measures 1 11155, otherwise drawing not to scale 32202211:30:55 AM - VAT-Z\WASTE MANAGEMENT\117-2402273 - WM-WCR 25 IMPROVEMENTSIW-CAD\SHEETFIIES\TYPICAL ROAD SECTIONS.DWG E D C B A WCR25 ASPHALT CDPAVEMENT SECTION scALE NTS 3" HMA (GRADING SX(100)) PG 64-28 3.5• HMA (GRADING S(100)) PG 64-22 B.0' ABC (CLASS 6) OUTSIDE EDGE OF SHOULDER 3• HMA SURFACE COURSE (GRADING SX(10D)) PG 64.26 3.5" H MA BASE COURSE (GRADING S(100)) PG 64-22 B. ABC, CLASS 6, SEE NOTES THIS DETAIL GEOGRID FROM STA 10+39.07 TO 16+00 RECONDITION EXISTING SUSGRADE AND PROOF ROLL SEE DETAIL 4 FOR FAILED PROOF ROLL BC NOTES: 1. EXISTING ABC TO BE SALVAGED, STOCKPILED, AND REUSED, IF SUITABLE, SHALL BE MEASURED AND PAID AS PAY ITEM 203-00012. PAY ITEM SHALL INCLUDE ALL HANDLING NECESSARY. NEW ABC SHALL BE MEASURED AND PAID AS PAY ITEM 30406007. ABC SHALL BE PROOF ROLLED AFTER PLACEMENT AND VERIFIED BY WELD COUNTY. O 6.5" SLOPE VARIES. 3:1 MAX., TIE TO EXISTING GRADE WCR 25 ASPHALT z SAFETY EDGE PAVEMENT DETAIL cALE Nis FINISH GRADE 3" HMA (GRADING SX(100)) PG 64.28 3.5" HMA (GRADING 5(100)) PG 64-22 8.0" ABC (CLASS 6) SEE ABC NOTES, DETAIL 1, THIS SHEET NOTE: 1. MILL EXISTING ROAD FROM EXISTING GRADE TO NEW PAVEMENT. TRANSITION FROM FULL HMA DEPTH TO 3" DEPTH. HMA TRANSITION DETAIL Sm., NTS NEW PAVEMENT MATCH EXISTING GRADE HMA TRANSITION AREA LENGTH OR WIDTH AS NOTED (MIN. 2') 3" HMA SURFACE COURSE (GRADING 50(100)) PG 69-28 3,5" HMA BASE COURSE (GRADING 5(100)) PG 64 22 B' ABC. CLASS 6' GEOGRID• REPLACE EXISTING SUSGRADE WITH CLASS 6 ABC. '- \ ,��- SEPARATOR FABRIC WCR25 ASPHALT PAVEMENT SECTION AT FAILED PROOFROLL SCALE NTS NOTES: 1. DETAIL TO BE IMPLEMENTED AT LOCATIONS IDENTIFIED AS NOT PASSING PROOFROLL EXTEND GEOGRID 3 FEET LONGITUDINALLY IN EACH DIRECTION ACROSS ENTIRE ROAD PRISM FROM LOCATIONS FAILING PROOFROLL. GEOGRID TO BE TENSAR TRIAX 160 OR APPROVED EQUIVALENT. INSTALL GEOGRID PER MANUFACTURER RECOMMENDATIONS. SEPARATOR FABRIC TO BE MIRAFI 580i OR EQUIVALENT. 1.0' GRAVEL SHOULDER SAFETY EDGE 5.5' EAST ASPHALT PAVEMENT -SEE GEOTECHNICAL NOTES -SHEET 0-004 1.7 PAVED SHOULDER 12.0' GHT TURN -2.0% NOMINAL ABC GEOGRID RECONDITION SUBGRADE EXISTING 60' ROW 12.0' LANE 55 LEFT TIRN LANE ROADWAY CENTERLINE -2.0% NOMINAL NB TH ROUGH LANE PROPOSED 15.00' ROW 2 -GRAVEL SHOULDER 4.0 PAVED SHOULDER B RIGHT TURN ONLY LANE HMA (SEE DETAIL 1 - SHEET C-101) ABC (SEE DETAIL 1 -SHEET C-101) SURFACE COURSE (SEE DETAIL 1 -SHEET 0-101) WCR25- TYPICAL SECTION NOTE: TYPICAL SECTION AND EDGE TREATMENT STA 11+04.70 TO 14040.18 WILL VARY AT LANDFILL ENTRANCE. EXISTING SO' ROW 1.7 GRAVEL SHOULDER \ SAFETY EDGE SLOPE VAR ES, 3:1 MAX., TIE TO EXISTING GRADE ASPHALT PAVING CLASS 6 ABC PAVED SHOULDER RECONDITION SUSGRADE 12.0' SS RIGHT TURN LAN -2.0% NOMINAL ABC GEOGRID FINISH GRADE AT EXST ROADWAY CENTERLINE 1.0' PAVED SHOULDER 120' 12.0 B LEFT TURN LANE NB THROUGH LANE ROADWAY CENTERLINE -2.0% NOMINAL HMA (SEE DETAIL 1 - SHEET C-101) ABC (SEE DETAIL I- SHEET C-101) SURFACE COURSE (SEE DETAIL 1 - SHEET C-101) WCR25- TYPICAL SECTION STA 1440.19 TO 15+69.12 6.5" SCARIFY AND COMPACT B' OF 5 EXISTING 6UBGRADE CONCRETE PAN NOT To SCALE 1.0 GRAVEL SHOULDER SAFETY EDGE Dr (MIN) SLOPE VARIES, 3:1 MAX., TIE TO EXISTING GRADE 15' TO7. TRANSITION DITCH AT STA 19+BS TO 15+1D FROM 15• TO T ASPHALT PAVING (SEE DETAIL 1) SOS - W4xW4 WIRE MESH CONTRACTION JOINT (EVERY 15', DEPTH 1.51 116" RADIUS (TYP) SLOPE VARIES, 3:1 MAX.. TIE TO EXISTING GRADE Bar Measures 1 Ech, otherwise drawing not to scale etratech.com F 0 F E S K ae S 0 O C F C 5' WASTE MANAGEMENT 00 25W °) N 55 O 0 Src< Fa 0 Z } F- PROJ: 117-2402273 MESS: DRWN: CARD: JAB LAW CBS C-101 312/2022 11:30:59 AM - VAT-ZIWASTE M ANAGEMENT117-2402273 - WM-WCR 25 IMPROVEMENTS107-CAD\SHEETFILES\TYPICAL ROAD SECTIONS.DWG-ANDRYAUSKAS, JEREMY E D C B A 4 5 6 rc EXISTING SO' ROW 1.0' GRAVEL SHOULDER SAFETY EDGE SLOPE VARIES. 3:1 MAX., TIE TO EXISTING GRADE PAVED SHOULDER 2,0 RIGHT TURN LAN -2.0% NOMINAL GEOGRID FROM STA RECONDITION SUBGRADE 15+68.13 TO 16+00 FINISH GRADEAT EXST LEFT TURN LANE TAPERS FIOM 12.0' TO 0D' STRIPED MEDIAN TAPERS FROM 0.0' TO 7.86' 1.0' PAVED 4 / SHOULDER 12.0' NB THROUGH LANE ROADWAY CENTERLINE -2.0%N NOMINAL 25 - TYPICAL SECTION ROADWAY CENTERLINE STA R 15+69.13 TO 17*St)2 EXISTING 60' ROW 1.0 GRAVEL SHOULDER ABC SAFETY EDGE HMA (SEE DETAIL 1 •SHOT C-101) ABC (SEE DETAIL 1 - SHEET C-101) SURFACE COURSE (SEE DETAIL 1 -SHEET C-101) SAFETY EDGE SLOPE VARIES, 3:1 MAX., TIE TO EXISTING GRADE RECONDITION SUBGRADE PAVED SHOULDER ABC FINISH GRADEAT EAST ROADWAY CENTERLINE STRIPED MEDIAN TAPERS FROM 7.66' TO 0.0' 1.0' PAVED SHOULDER 12.0' NB THROUGH LANE ROADWAY CENTERLINE -2.0% NOMINAL WCR 25 - TYPICAL SECTION STA 17+91.13 TO 21+21.15 1.0' GRAVEL SHOULDER SAFETY EDGE SLOPE VARIES, 3:1 MAX., TIE TO EXISTING GRADE SLOPE VARIES, 3:1 MAX., TIE TO EXISTING GRADE HMA (SEE DETAIL 1 -SHEET C-101) ABC (SEE DETAIL 1- SHEET C-101) SURFACE COURSE (SEE DETAIL 1 -SHEET C-101) NOTE: NB 330 TAPER LANE ENDS AT STA 16+59.12 SB 330' TAPER LANE ENDS AT STA. 21+21.15 Bar Measures 1 Inch, otherwise drawing not to scale 8 S S 5 A S S B S c 0 S B c 0 1 WASTE MANAGEMENT PROJ: 117-2402273 DESNI JAB DRWN: LAW CARO: COS C-102 B 3/2/2022 11:31:21 AM - VAT-Z\WASTE MANAGEMENT \117 2402273-WM-WCR 25 IMPROVEMENTS\ 07-CAD/SHEETFILES/FXOSTING CONDITIONS.DV/5 - ANDRYAU D CP-7006 SET #4 REBAR WITH 7 ALUMINUM CAP N: 1455728.06 E: 3186452.35 EL: 5128.37 GAS SIGN - 3 STATE HIGHWAY 14 ROW DEPARTMENT OF HIGHWAYS BOOK 1483, PAGE 63 30' GAS EASEMENT ( REC. NO.4485941 GAS SIGN 30' ROW BK 86, PG 273 POWERLINE EASEMENT REC. NO.2183328 (WIDTH VARIES) DOUBLE YELLOW STRIPE -. WHITE STRIPE 30' ROW PER USAGE I/ / SO OAS EASEMENT REC. NO. 4482584 MAILBOX 4 CP-WCR25 SET #4 REBAR WITH 2' ALUMINUM CAP N: 1456063.13 0:3186403.65 EL: 6125.40 WHITE STRIPE WELD COUNTY ROAD 25 WASTE MANAGEMENT SIGN 182RCP INV= 5121.99 FES=5122.18 20' ELECTRIC EASEMENT REC. NO.3443985 `- STA1�E HIGHWAY 14 ROW DEP TMENT OF HIGHWAYS BOOK 1463, PAGE 93 I 17 RCP INV=5123.00 FES= 5123.00 l ! . M. RCP STORM PIPE //// WASTE MANAGEMENT PRICING SIGN EXISTING PAVEMENT AREA (NP) 5 6 SECTION 12, T.7N., 8.67W. — — — — REBECCALYNNSCHNEIDER 070512400013 WATER LINE PIPE RISER OE TELEPHONE PEDESTAL aD WO — RIM= 5128.54 NUT= 5123.32 ELECTRICAL TRANSFORMER WV RIM= 5128.65 NUT=5124.00 17 CMP STORM PIPE 15" CMP INV=5125.11 — 15" CMP INV=5124.12 FES=5124.05 WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO 070707000008 SECTION 7, T.7N., R.66W. POWER POLE WHITE STRIPE OE S S BUILDING ON SLAB FINISH FLOOR = 5129.3 DOUBLE YELLOW STRIPE OE POSTS ELECTR CAL TRANSFORMER SCALE: V' = 50' 0 Bar Measures 1 inch, otherwise drawing not to scale E 8 3 S R S S 8 6 S S W en PROD: 117-2402273 DESN: DR JAB LA CBS C-103 WASTE MANAGEMENT 117-2452273 - WM-WCR 25 IMPROVEMENTSW7-CAD\SHEETFILES\EXISTING CONDITIONS.DWG-ANDRYAUSKAS, JEREMY 3/2/2022 11:31:22 AM - D C; B A 2 3 4 5 6 POWERLINE EASEMENT REC. NO, 2183328 (WIDTH VARIES) OE WHITE STRIPE WELD ) OUNTY ROAD 25' , CE DOUBLE YELLOW STRIPE SECTION 12, T.7N., R.67W. REBECCA LYNN SCHNEIDER 070512400013 6E OE OE _ OE 20' ELECTRIC EASEMENT REC. NO.3443085 WHITE STRIPE VE POSTS is - - UE UE UE UE WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO 070707000008 SECTION 7. T.7N., R.66W. GAS TEST STATION CP-10001 - SETA REBAR WITH 2' ALUMINUM CAP N. 1456700.76 E; 3186450.07 EL: 5140.82 ELECTRICAL TRANSFORMER 30ROW BK 8E, PG 273 POWER POLE CP-GRASS SET 44 REBAR WITH 2' ALUMINUM CAP N:1457106.72 E: 3186405.13 EL: 5130.79 TELEPHONE VAULT 30' ROW PER USAGE s• B' SCALE: 1"= 50' 8 S i U S F C e C S H WASTE MANAGEMENT PROJ: 117-2402273 OESN: JAB ORWN: LAW CHKD: CSS C-104 Bar Measures 1 inch, otherwise drawing not to scale I -I WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES/UTIUTY PLAN.DWG-ANORYAUSKAS, JEREMY 3/212022 11:31:39 AM - VAT-Z\WASTE MA D C B A 2 3 4 5 6 / - STATE HIGHWAY 14 ROW DEPARTMENT OF HIGHWAYSBOOK 1483, PAGE 93 ® TETRA TECH www.tetratech.com 3001 AUTOMATION WAY SUITE 100 FORT COLLINS, CO 80525 TEL 070 223-9800 FAX= 223-717 J OVERHEAD POWER LINE - - SECTION POSSIBLE 75' LYNT.SCHNIDE. 30' GAS EASEMENT POWER 21886 NT - REBECCA 5124 0CHNEIDER REC.N). 4485941 REC. NO. 2188638 UNDERGROUND TELEPHONE LINE 070512400013 SUE LEVELA - CP-7006 SET k4REBAR WITH 2' ALUMINUM N: 1455728.06 E: 3186452.35 CAP I - GAS 30'ROW SIGN BK 36, PG 273 r CP-WCR25 WATER LINE SET 54REBAR SUE LEVEL POTHOLE WATER LINE WITH 2' ALUMINUM CAP N: 1456063.13 POWER POLE STA16+05.77 WATER LINE PIPE 9'L EL 5125,40 5 RISER WATER LINE SHEET C -1C EL 5128.37 I �� SUE LEVELA •E E G DE 'E OEOE __ L W w I w w J - w POTHOLE:TELEPHONE MATCHLINE SEE 1 DTA OFF 24.]5'L OFF 2091 42 WLINE POTHOLE:TELEPHONE LINE STA 15+24.77 00POTHOLE: TELEPHONE LINE - STA 10+05.27 OFF 79.45'8 WELD COUNTY ROAD 25 �� 18.168 TELEPHONE PEDESTAL — — — —OFF POTHOLE: WATER LINE 4 • — — — —�I 30' ROW STA15+23.16 GAS _ _ — — OFF 18.91 - PER USAGE � 3 SIGN I I 1'6'6828 I .� ELECTRICAL TRANSFORMER POTHOLE: LINE ! POTHOLE: ELECTRIC LINE +43.98 ® OFF 34.42'84 / O OFF38.19'R OFFTA 34.18'll \`\\r UNDERGROUND GAS LINE / .--.,..../ r SUE LEVELORM PIPE SUE LEVELS UNDERGROUND TELEPHONE LINE /+% SUE LEVEL C ''I- UNDERGROUND ELECTRIC LINE /// SUE LEVEL C //y !PE PIPE V SUE llr LEVSTOEL / / C / SUE LEVEL OUND ELECTRIC LINE // /20' L — — — VPOTEALETNEUNVI STA 18+00,88 OFF 25,27'8 ELECTRICAL TRANSFORMER — : 00 80% DESIGN REVIEW 00% DESIGN REVIEW FINAL REVIEW ISSUED FOR CONSTRUCTION II WASTE MANAGEMENT DISPOSAL ELECTRIC EASEMENT U SERVICES OF COLORADO REC. N0.3443805 07070]000008 / SECTION 7, T.7N., R.66W. I/ REC. N0.4449564? a�m'-' �f No Iag Z WASTE MANAGEMENT WCR258, HWY14 INTERSECTION IMPROVEMENTS UTILITY PLAN - I STA E HIAY 0W OEP RTMENTGHWOF H14IG6HWAYS BOOK 1483, PAGE 93 II I I �_ON- Utility Depth Material Ownership Station and Offset SUE Level � l�J� 0 25' 50' Waterline 6 FT 2 IN 6" PVC North Weld County Water District 17+85.73 / 23.86'L A NOTES: Telephone 2 FT 8 IN 1" PVC CenturyLink 16+74.31 / 23.30'R A SCALE 1"=50' Waterline 5 FT 8 IN 6" PVC North Weld County Water District 16+05.77 / 22.591 A , 1. RUE= SUBSURFACE UTILITY ENGINEERING. CONTRACTOR TO MEET INVESTIGATION REQUIREMENTS FOR DESIGNED SUE Telephone 2 FT 8 IN 1" PVC CenturyLink 16+00.99/2527'R A DO UC �1k q�R. Eys, tr DESIGNATION PER COOT REQUIREMENTS. Telephone 3 FT 4 IN 1" PVC CenturyLink 15+24.77 / 18.45'R A Q�• g S ST' ,Fd I1r 2. THE SIZE. TYPE AND LOCATION OFALL KNOWN UNDERGROUND Waterline (Main) 5 FT 8 IN 6'-PVC/DI North Weld County Water District 15+23.16/18.91'R A v . �p w l� PROJ: it] -24022]3 UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE Telephone 3 FT 4 IN 1" PVC CenturyLink 15+05.27/ 18.18'R A ^ Y r, Y`'t� ` 45455 # OESN: JAB CONTRACTOR TO VERIFY THE EXISTENCE OFALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW Electrical 3 FT 6 IN 1" STEEL Poudre Valley Rural Electric Association, Inc. 14+43.96/ 38.19'R A / / 7 'YIt 'L�� [MINN: JJA CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Waterline 5 FT 8 IN 6" PVC North Weld County Water District 13+98.34 / 20.97L A SI'$ W CHKD: CBS LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND.UTILITIES. Telephone PryLlnk 3 FT 0 IN 1" PVC CenturyLink 13+98.42 / 24.75'L A O+. Il Y2� C-1 05 l Gas > 10 FT 10" API 5L PSL 2 NWC Development 11+32.04 / 34.42'R B less1ONA4 — Bar Measures 1 inch, otherwise drawing not to scale 31:39 AM - V:\T-Z\WASTE MANAGEMENT117-2402273 - WM-WCR 25 IMPROVEMENTS\W-CADI0HEETFILES\UTILITY PLAN.DWG - ANDRYAUSKAS, JEREMY E_ D C B A 2 3 4 5 Lr) I I POSSIBLE 75' OVERHEAD POWER LINE POWER EASEMENT REC. NO.2188633 SECTION 12. T.7N.. R.67W. 30' ROW ® TETRA TECH ww.Y.tefratech.eom 3901 AUTOMATION WAY SUITE 100 FORT COLLINS. CO 90525 TEL 970 223S90D FAX 970 223-7171 O WATERLINE REBECCA LYNN SCHNEIDER BK86,PG2]3 CP-GRASS U LLE W SUE LEVEL 070512400013 SET 54 REBAR WITH 21 ALUMINUM CAP POWER POLE N:1457105.72 POTHOLE: WATER LINE E:3186405.13 STA 1]+85.]3 EL: 5139.79 OFF 23.86% OE OE OE OE OE OE OE OE OE _- GO In CO 0 X2340 WELD COUNTY ROAD 25 POSTS 24' T . -I ... . ._. .- T r T uE UE uE E uE LIE �JTELEPHNE O QITHLETELEAACNNE-- - - STA 16+7q,31 STA16+4.31 UE CP-10001 - 20' ELECTRIC EASEMENT GAS TEST SETA REBAR ELECTRICAL VAULT 30'ROW PER USAGE OFF 23.30'R REC. N0.3443805 UNDERGROUND ELECTRIC LINE STATION WITH 2'ALUMINUM CAP TRANSFORMER SUE LEVEL N:1456780.76 E: 3188455.97 UNDERGROUND TELEPHONE LINE EL: 5140.82 SUE LEVEL C UNDERGROUND TELEPHONE LINE SUE LEVEL A WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO 070707000008 SECTION 7. T.7N.. R.66W. '.50 FA OE DESCRIPTION 3D% DESIGN REVIEW 90% DESIGN REVIEW 90% DESIGN REVIEW FINAL REVIEW ISSUED FOR CONSTRUCTION SagrA WASTE MANAGEMENT WCR 258 HWY 14 INTERSECTION IMPROVEMENTS UTILITY PLAN Utility Depth Material Ownership Station and Offset SUE Level , o, Waterline 6 FT 2 IN 8" PVC North Weld County Water District 17+85.73 / 23.86'L A �F �'-- 1 NOTES: Telephone 2 FT 8 IN 1" PVC CenturyLink 16+74.31 / 23.30'R A SCALE:11 = 5D' Waterline 5 FT 8 IN 6" PVC North Weld County Water District 16+05.77 / 22.59'L A - - \, 1. SUE =SUBSURFACE UTILITY ENGINEERING. CONTRACTOR TO��. MEET INVESTIGATION REQUIREMENTS FOR DESIGNED SUE Telephone P 2 FT 8 IN 1" PVC Centu ryLink 16+00.99 / 25.27'R A — 0 LP CfrjrS IIr DESIGNATION PER CDOT REQUIREMENTS. Telephone 3 FT 4 IN 1" PVC CenluryLink 15+24.77 / 18.45'R A _ �( a ��p f gla„F,a 11+ 2. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN Waterline (Main) 5 FT 8 IN 6" PVC/DI North Weld County Water District 15+23.16 / 18.91'R A . fqy �,: PROJ: 117-24022]3 ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE Telephone 3 FT 4 IN 1" PVC CenturyLink 15+05.27 / 18.18'R A f By 'T` DESN: JAB CONTRACTOR TO VERIFY THE EXIBTENCEOFALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW Electrical 3 FT 6 IN 1"STEEL Poudre Valley Rural Electric Association, 14+43,96 / 38.19'R A •%7. j ��` f ORWN: JJA CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL Waterline 5 FT 8 IN 6" PVC North Weld County Water District 13+98.34 / 20.97'L A pc. 4'$ W '^11_ t7, i CHKO-. COS BE ALL UNKNOWN RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. Telephone 3FT0IN 1" PVC CenturyLink 13+98.42 / 24.75'L A rl � .a 0r1. t ,.} \ C-106 Gas > 10 FT 10" API 5L PSL 2 NWC Development 11+32.04 /34.42'R B N,'s8figNA . -= Bar Measures I inch, otherwise drawing not to scale larekrr 312/2022 11:32:05 AM - V3T-Z\WASTE MANAGEMENT117-2402273 - WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\CONSTRUCTION PHASING PLAN.DWG - ANDRYAUSKAS, JEREMY D A 2 3 4 5 6 CP-70O6 SET #4 REBAR WITH 2. ALUMINUM CAP 10000 CP-WCR25 SET #4. REBAR WITH 2" ALUMINUM CAP I I CULVERT 2: INSTALLED IN PHASE 1 I I GO WELD COUNTY ROAD 25 CULVERT 1: INSTALLED IN PHASE 1 PHASE 10: • WORK TO OCCUR AT SAME TIMEAS PHASE 1, EXCEPT PAVEMENT AND CULVERT WILL BE PLACED AT NIGHT OR ON WEEKENDS TO NOT INTERFERE WITH LANDFILL OPERATIONS SECTION 12, T.714., R.67W. REBECCA LYNN SCHNEIDER 070512400013 17+00 WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO 070707000008 SECTION 7, T.7N.. R.66W. PHASE 2: WEST SIDE OF ROAD CLOSED AT PHASE LINE DEMOLISH EXST PAVEMENT REMOVE AND STOCKPILE ABC EXTEND ROADSIDE FILL GRADING OF ROADSIDE DITCHES PREPARE SUBGRADE AND PROOF ROLL INSTALL GEOGRID STA 10+40 TO STA 16+00 REPLACE ABC AND PROOF ROLL INSTALL PAVEMENT PHASE 1: EAST SIDE OF ROAD CLOSED AT PHASE LINE DEMOLISH EXST PAVEMENT REMOVE AND STOCKPILE ABC EXTEND ROADSIDE FILL GRADING OF ROADSIDE DITCHES PREPARESUBGRADE AND PROOF ROLL INSTALL GEOGRID STA 10+40 TO STA 16+00 REPLACE ABC AND PROOF ROLL INSTALL PAVEMENT LEGEND: CP-GRASS SET #4 REBAR WITH 2" ALUMINUM CAP CP-10001 SET 64 REBAR WITH 2" ALUMINUM CAP • — �. PHASE BOUNDARY — — — EXISTING RIGHT-OF-WAY PROPOSED RIGHT -0F -WAY PROPOSED EDGE OF PAVEMENT E01615011TItSOY EASEMENT EXISTNG SECTION LINE PROPOSED ROAD. SIDE DITCH TRAFFIC CONTROL NOTES: 1. 2. TRAFFIC WILL BE LIMITED TO NORTHBOUND TRAFFIC ONLY, INCLUDING OUTBOUND LANDFILL TRAFFIC. TRAFFIC CONTROL PLAN IS SHOWN ON SHEET C-121. CONTRACTOR SHALL ACTIVELY MANAGE AND RESTORE THE DETOUR. GRAVEL ROADS TO EXISTING CONDITION. CONTRACTOR SHALL APPLY DUST SUPPRESSION TO DETOUR ROADS AS NECESSARY FOR THE DURATION OF CONSTRUCTION. D 0 S0' 100' SCALE: 1"=107 etratech.com 0 S 0 S S 6 3 A 6 A S z F 0 0 S c A c 01 0 S WASTE MANAGEMENT dog O 0- 06 z yy6O $w Z= 500 PROS: 117-2402273' OE5N: JAB DOWN: USA CHILD: CSS C-107 Bar Measures 1 inch, otherwise drawing not to scale IisammmeamM 7-2402273- WM-WCR 25 IMPROVEMENTS\07-CADISHEETFILESIDEMOLITION PLAN.DVVG-ANDRYAUSKAS. JEREMY E D C B A MILL AND OVERLAY N: 1455816.4759 E: 3166341,0256 SAW CUT N: 1455827.3740 E: 3186341.1993 SAWCUT EXISTING ASPHALT (TYP) (SEE NOTE 1) MILL AND OVERLAY N.1455817.7410 -- E: 3188426,0660 CP-7006 SET 84 REBAR WITH 2" ALUMINUM CAP MILL AND OVERLAY I MILL AND OVERLAY N: 1455818.9280 E. 3186467.1180 MILL AND OVERLAY N: 1455819.4344 E: 3186539.1084 SAW CUT N: 1955830,9512 E:3 95538.7168 NOTES: 2 3 4 5 6 SAW CUT N: 1455829.2266 E 3166341.1226 II �\ I REMOVE EXISTING PAVEMENT IRELOCATE GAS MARKER I TO OUTSIDE PROPOSED I ROW. COORDINATE I WITH GAS LINE OWNER. SAW CUT N: 1455534.5895 E: 3186538.5831 1, SAWCUT THE EXISTING PAVEMENT AS SHOWN. FROM THE SAWCUT LINE, MILL EXISTING PAVEMENT SECTION SOUTH TO EXISTING WEST BOUND HIGHWAY 14 CHANNELIZING LANE LINE TO A DEPTH OF 3 INCHES. TACK EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. I REMOVE , AND RESET MAILBOX RELOCATE ENTRY SIGN TO A LOCATION TO BE DETERMINED BY OWNER IN ACCORDANCE WITH WELD COUNTY USR PERMIT I f / I vo / / LI 'I II 1 / k CP-WCR25 - SETIF4 REBAR WRH 2" ALUMINUM CAP WATER PIPE RISER TO BE REMOVED BY WATER DISTRICT REMOVE TRAFFIC ISLAND REMOVE AND RELOCATE FENCE RELOCATE (DEEPEN) ELECTRICAL LINE 2' ` BELOW CHANNEL BOTTOM / REMOVE 18" RCP INV=5121.89 FES=5122.18 SAW CUT N:1455109.3664 E: 3189579.6924 MILL AND OVERLAY N: 1456118.6273 E: 3186597.4232 REMOVE 18" RCP STORM PIPE MILL AND OVERLAY WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO RELOCATE PHONE PEDESTAL TO FENCELINE REMOVE 18" RCP INV= 5123,00 FES= 5123,00 SAW CUT N:1456175.5295 E: 3186543.4535 MILL AND OVERLAY N:1456185.2260 E: 3186561.0007 REMOVE AND REPLACE WITH TRAFFIC RATED WATER METER REMOVE AND RELOCATED" PIPE RISER: REMOVE BOLLARDS ITEMS TO BE REMOVED ARO/ OR RELOCATED 1,0-710- SCALE:1" = 50' Bar Measures 1 Inch, otherwise drawing not to scale 0) O r w w ClJ w V/ w z ._I U 2 B 8 S B w C u ti 8 EE 0 S IC U U C S A a 0 8 S i WASTE MANAGEMENT PROD: 117-2402273 DESK: JAB DRWN: JAW CHKD: CSS C-108 Copyright: Tetra Tech - WM-MR 251MPROVEMENTSN7-CADYSHEETFILES\DEMOUT D A 1 2 3 4 5 6 REMOVE EXI511NG PAVEMENT SAW CUT N: 1458910.2309 E: 3166422.4005 SAWCUT END ASPHALT REMOVAL POWER POLE MILL AND OVERLAY N:1456930.4819 ----- E. 3169422.1267 CP-GRASS SET#4 REBAR WITH 2" ALUMINUM CAP :1 - t t ' I .� . 6 SAW CUT N: 1456910.3792 _ E:3166446.7157 , MILL AND OVERLAY _,.,„„.„� N: 1456630.4919 E: 3188445.9556 -- MILL AND OVERLAY ELECTRICAL TRANSFORMER TELEPHONE VAULT ITEMS TO BE REMOVED AND/ OR RELOCATED 0 25' 50' ITV SCALE: 1"= 50' Bar Measures 1 inch, otherwise drawing not to scale G 0 S U 8 3 S C 3 S R 3 S X S 0 S S S P 0 H I- z w w w CD z w a z =5 0 J 0 PRO : 117-2402273 DESN: JAB ORWN: LAW EVES: CSS C-109 Copyright Tetra Tech D 2 3 4 5 6 HMA TRANSITION SEE EXTENTS SHEET C-108 CP-7005 SET #4 REBAR WITH 2ALUMINUM CAP CLEAR ZONE 2 x I I I 18' CL TO EOA 34' L TO EIJA CP-WCR25 SE! #4 REBAR WITH 2" ALUMINUM CAP 720' TOTAL LEFT TURN DECELERATION LAN€TENGTE- 1B' CL TO EOA WELD COUNTY ROAD 25 JI5 CONCRETE PAN I PROPOSED ( ( R II STATE HIGHWAY 14 ROW DEPARTMENT OF HIGHWAYS BOOKS 1483, PAGE 83 CULVERT I 20' HMA TRANSITION SEE EXTENTS C -10B SECTION 12, T.7N., 4.07W. REBECCA LYNN SCHNEIDER 070512400013 222' TOTAL TRANSITION TAPER LENGTH (18.5:1) WASTE MANAGEMENT 070707000008 SECTION 7, T.7N., R.SBW. 330 TOTAL SB REDIRECT TAPER LENGTH (55:1) CP-10001 SET #4 REBAR WITH 2" ALUMINUM CAP 20' HMA TRANSITION SEE EXTENTS C-109 CLEAR ZONE CP-GRASS SET #4 REBAR WITH 2" ALUMINUM CAP 3D' ROW BK 86, PG 273 24 EOM TO ROA GL_J�E� �` - 334'TOTALTJB REORmECTTAPERTENGTH (55:1) �- LEGEND k\\N OVERLAY EXISTING PAVEMENT AREA NEW PAVEMENT AREA 30' ROW PER USAGE DI-ITI'10 SCALE:1" = 100' Bar Measures 1 inch, otherwise drawing not to scale = 6 W S S S a S 3 0 0 F 0 0 S TI A 1 S S WASTE MANAGEMENT P5O0: 117-2402273 DESN: JAB DROVE: LAW CHKO: COS C-110 S 2402273 - WM-WCR 25 IMPROVEMENTS107-GAD1SHEETFILES\ROAD LAYOUT PLANS.DWG - ANDRYAUSKAS, JEREMY D C B A END MILL AND HMA OVERLAY BEGIN NEW PAVEMENT STA 10+39.97 OFF 0.011 BEGIN MILL AND HMA OVERLAY STA 10+28.75 OFF 0.911 CP-7006 L SET 04 DEBAR WITH 2' ALUMINUM CM, 5140 5135 5130 5125 5120 BEGIN SB LEFT TURN DECEL LANE - STA 10+71.83 OFF 6/.00Rx\\\ MILL AND OVERLAY J.R SEE EXTENTS SHEET C-108 EOA STA 10+40.81 OFF 101.96'1 OA TA 10+43.59 FF 72.361 R60' EOA STA 11+03.22 OFF 19.001E - 12' SE RIGHT TURN LANE 12' SB LEFT TURN LANE 12' NB THROUGH LANE SECTION 12. TIN., R.67W. REBECCA LYNN SCHNEIDER 070512400013 1'GRAVEL SHOULDER 1' PAVED SHOULDER 12' NB RIGHT TURN ONLY LANE EOA S A11+04.55 0 F 34.00'R 2' GRAVEL SHOULDER II EOA STA 10+44.57 OFF 95,68'R I 4' PARED SHOULDER 15' PROPOSED ROW CP-WCR25 SET64 REBAR WITH 2° ALUMINUM CAP EOA STA 12+29.26 OFF 34,00'R 2' GRAVEL SHOULDER 4' CONCRETE CROSS PAN GEOGRID UP TO EDGE OFF CONCRETE P TE PAN / \ EOA i STA 13+19.00 ✓�.' / OFF 138.51'R STATE HIGHWAY 14 ROW DEPARTMENT OF HIGHWAYS BOOKS 1483, PAGE 93 ofi EOA - - - - STA 15+69.12 - _ - OFF 19.D0'L - - - --. - 720' TOTAL LEFT TURN DECELERATION LANE LENGTH RESET TWO WATER VALVE BOX (LOCATIONS NOT SURVEYED) RIMS TO BE NO LESS THAN 6' BELOW FG OF PAVEMENT. DO NOT RAISE HIGHER THAN FG. SEE N WCWD STANDARD DETAIL 3314202. 30' ROW BK 86, PG 273 WELD COUNTY ROAD 25 EOA STA 12+63.15 y' OFF 67.62'R RESET ONE WATER VALVE BOX (LOCATION BEGIN 50 LEFT TURN NOT SURVEYED) RIM TO BE NO LESS THAN DECEL LANE TAPER AND 6' BELOW FG OF PAVEMENT. DO NOT NB LANE REDIRECT TAPER RAISE HIGHER THAN FG. SEE NWCWD STA 15+69.12 STANDARD DETAIL 3314202. OFF 5.00'R 12' 5B RIGHT TURN LANE 00 .12,B LEFT TURN LANE.0 .12,B 12'N B THROUGH LANE - R450' 30' ROW PER USAGE EOA STA 14+01.20 OFF 33.39''R PROPOSED FENCE EOA WASTE MANAGEMENT DISPOSAL STA 13+69.99 SERVICES OF COLROADO OFF 103.51'R 070707000008 20' MILL AN OVERLAY HIGH PT STA: 11+35.29 HIGH PT ELEV. 5125.87 HIGH PT STA:12+70,59 HIGH PT ELEV. 5126.51 PVI STA:10+86.23 PVI ELEV:5125.63 PVI STA:12+51.4R PVI ELEV:5126.42 K:115.00 K:386.81 LVC:100.13 LVG56.26 eiry 0.46% 354 0.3 FINISH GRADE EMT GRADE LOW PT STA: 13+45.35 LOW PT ELEV: 5126.81 PVI STA:14+50.85 PVI ELEV:5127.52 K:113.00 LVC269.01 P. r4 ha C S 10+00 _ 1+00 12+00 13+00 14+00 PROFILE WCR 25 - SCALE: HORIZ: 1". 50' VERT: 1"= 5' SECTION 7, T.7N., R.66W. EDA STA 15+12.97 U' OFF 19.09'R EOA STA 15+69.12 OFF 19.00'R 1' PAVED SHOULDER 1' GRAVEL SHOULDER 222' TOTAL TAPER LENGTH (18.5:1) 330 TOTAL NB REDIRECT TAPER LENGTH (55:1) 6+25 - SEE SHEET C- S S Bar Measures 1 inch, otherwise drawing not 1+ scale 2 i3 [S 8 8 S b 0 F 312/2D22 11:33:17 AM - VAT-Z\WASTE MANAGEMENT117-240 E B A 4 5 6 a I- LLl w 2 w w N 19 w Z J U I- Q 5150 5145 720' TOTAL LEFT TURN DECELERATION LANE LENGTH 222' TOTAL TRANSITION TAPER LENGTH (18.5:1) EOA STA 17+01.12 SECTION 12. T.7N., R.57W. OFF 18.00'L REBECCA LYNN SCHNEIDER 070512400013 END SR LEFT TURN DECEL LANE TAPER BEGIN SB LANE REDIRECT TAPER STA 17+91.12 OFF 6.001 330 TOTAL SB REDIRECT TAPER LENGTH(55:1) 1' GRAVEL SHOULDER 1' PAVED SHOULDER EOA STA 21+21.15 OFF 13.00'L - ..,_..,_..---. ...._..— :-_cs6..... . 330' TOTAL NB REDIRECT TAPER LENGTH (55:11 1PAVED SHOULDER 1' GRAVEL SHOULDER EOA STA 18+88.12 OFF 13.00'R 30' ROW BK B6, PO 273 2DF00. 12' SB RIGHT THROUGH LANE al 5140 N - z 5135 5130 END NB LANE REDIRECT TAPER BEGIN TRANSITION PAVED AND GRAVEL SHOULDER TO EXISTING STA 18.28.12 OFF 13.00'R WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO 07070700000B SECTION 7, T.7N.. R.S6W. CP-10001 SET 44 REBAR WITH 2" ALUMINUM CAP END TRANSITION PAVED AND GRAVEL SHOULDER STA 18+73.21 OFF 11.82'R END SB LANE REDIRECT TAPER STA 21+21.15 OFF 13.00'L END NEW PAVEMENT STA 21+21.12 OFF 0.00' END 20' MILLAND OVERLAY STA 21+41.27 OFF 0.00' EOA STA 21+21.10 OFF 12.22'R 22+08" f 22.40 EXST 12' SB THROUGH LANE WELD COUNTY ROAD 25 EXST 12' NB THROUGH LANE 30' ROW PER USAGE 20' MILL AN OVERLAY FINISH GRADE 7 6 HIGH PT'STA:20+01.90 HIGH PT ELEV: 5142.64 PVI DtA:20+02.94 PSI ELEV:5143.18 K:6B.B1 LVC:247.97 55 w6 16+25 17+00 18+00 18+00 20+00 PROFILE WCR 25 - SCALE: HORIZ: 1"= 50' VERT: 1"= 5' 21+00 22+00 5150 5145 5140 5135 5130 1.4130. p 5 B E: 114 50. Bar Measures 1 inch, otherwise drawing not to scale S Ii S S ('I S 3 S F 0 Ii C C S S WASTE MANAGEMENT PROM 117.2402273 DESN: JAB DRWN: LAW CHKO: CSS C-112 S 3/212022 11:33:46 AM - V1T-Z\WASTE MANAGEMENT117-2402273 - WM-WCR 25 IMPROVEMENTS537-CAC%SHEETFILESUNTERSECTION DETAILS.DWG-ANDRYAUSKAS, JEREMY E D C B A 2 3 4 5 6 POWERLINE EASEMENT REC. NO.2183328 (WIDTH VARIES) - 30' GAS kAS EM ENT REC. N0.4485041 STATE HIGHWAY 14 ROW DEPARTMENT OF HIGHWAYS BOOK 1483. PAGE 83 R60. EOG STA 17+44,51. OFF 72,47'1 EOA STA 10+43.58 OFF 72.361 TIE WHITE EDGE LINE. - . - TO EXISTING STA 10+38.91 EXST OFF 78.12'L WHITE LINE SAWCUT EXISTING PAVEMENT STA 10+38.96 OFF 101.89'1 PROPOSED EOA PROPOSED EOG TIE 3 INCH MILL AND HMA OVERLAY TO EXISTING STA 10+26.06 OFF 101.53'1 EXST WHITE CHANNELIZING LINE fl 1 ' PAVED SHOULDER GRAVEL SHOULDER - - EOA STA 11+03.22 OFF 19,00'1 EOG STA 11+03.22 OFF 20.001 WHITE EDGE LINE STA 10+98.42 OFF 18.001 CHANNELIZING LINE STA 10+71.86 OFF 6,00'1 STOP BAR r STA 10+68.80 OFF 25.48'L END MILL AND HMA OVERLAY BEGIN NEW PAVEMENT STA 10+39.97 OFF 0.00' BEGIN MILL AND HMA OVERLAY STA 10+28.81 OFF 0,00' DOUBLE YELLOW STA 10+71.03 OFF 6.00'9 STOP BAR STA 10+69.93 OFF 6.01YR 3D' ROW PER USAGE -. CULVERT 2 -SEE SHEET C-118 - 4' PAVED SHOULDER 2' GRAVEL SHOULDER WHIT EDGE LINE STA 11+00.88 OFF MOOR - ■ I - EOA STA 11+04.55 OFF 34.00'R EOG STA 11+04,55 OFF 36,009 CHANNELIZING LINE STA 10+71.81 OFF 18.00'9 PROPOSED DITCH FL R60. R60' agEk PROPOSED EOA STATE HIGHWAY 14 ROW DEPARTMENT OF HIGHWAYS BOOK 1483, PAGE 93 5'x5' TYPE L RIPRAP PROPOSED EOG \\\"\" EXST 12. WEI RIGHT TURN ONLY LANE ST 12' WB THROUGH LANE HIGHWAY 14 EXST WHITE CHUMS ELIZING LINE EOG STA 10+46.57 OFF 95,50R EOA STA 10+44,57 OFF 9555'R TIE WHITE EDGE LINE TO EXISTING STA 10+40.93 OFF 05.65'R SAWCUT EXISTING PAVEMENT STA 10+40.93 OFF 95.65'R EAST EOA TIE 3 INCH MILL AND HMA OVERLAY TO EXISTING STA 10+29.62 OFF 95.65.R EXST WHITE LINE 0 10'10' za 1�f•1 SCALE r'=2D' Bar Measures 1 inch, otherwise drawing not to scale tratech.cam 8 3 S X 8 C A S X C F U B S C 0 B WASTE MANAGEMENT PROD: 117-2402273 SEEN: DRWN: COED: JAB LAW COS C-113 Copyright: Tetra Tech 3 33:49 AM - VAT-Z\WASTE MANAGEMENT117-2402273 - WM-V9tR 25 IMPROVEMENTSW7-CADISHEETFILESVNTERSECTION DETAILS. E C B A 2 3 5 62m 12'SB RIGHT TURN LANE r - 12' SB RIGHT TURN LANE 0" Ill i On ... .. .14+00 ., — I 13+00 �II. '�-12 SB LEFT TURN LANE I DOUBLE YELLOW I 12'SB LEFT TURN LANE - ..._... -'.. STA 12+83.91 WCR 25 DOUBLE YELLOW �. I2' NB THROUGH LANE 30' ROW PER USAGE w«. �. .tw' OFF 6.00'9 STA 14+00.00 s„ ,t CHANNELIZING LINE OFF 6.OD'R -. STA 12+93.33 , - ' OFF 18,009 ,. .. - ' ER' ROW PER U6AGE. w m._,:..ww-::r..:. w:,,._*.+=,v +•aa :.�- ...=..w. -a w-«:..wr , E 12'NB THROUGH LANE 12' NB RIGHT TURN ONLY LANE WHITE EDGE LINE STA 12+29.2fi OFF 30.00'9: .. DOUBLE RELLOW STOP BAR LINE STOP BAR - STA14+11.3429.1,34 a' 975' STA STA 12+82.65 STA 13+32.69 OFF 28.86'9 OFF 33.15'R OFF 29.59111 :.. ,:.. �-- 4"WHITE CHEVRON ��.��.��--..t-��.e..-w+- MARKINGS. 5' APART - 15 /WHITE .. ROA ,�� r RR ED HITE EDGE LINE - "'--------___ STA 14+00.73 — } =,rl ., STA 12+29.28`'.., ` OFF 34.00'R ]jW -. - _ r 48'9 EOG I = OFF 32 STA14+01,68 /{/ --- ` EOG T OFF 34.30'9. frr _ STA 14+0110' m STA 12+29.26 - - - / ` / OFF36.00'R EOA �, /_ OFF 33,39'R -----� DESCRIPTION 30% DESIGN REVIEW SD% DESIGN REVIEW 90% DESIGN REVIEW FINAL REVIEW ISSUED FOR CONSTRUCTION / I CHANNELIZING LINE / / STA 12+37,11 PROPOSED / ftfi0 EOG / OFF 1&.00'9 CHANNELIZING LINE ' / STA 13+ 339 / 960' - OFF 56.96'R / R64• EOG-'17/ LO 5 STA 12+81.35 DG /� DOUBLE YELLOW c-101 CONCRETE P� OFF 118,50'9 WHITE EDGE LINE ., STA 13+32,fi4 I = STA 12+e6.i3 OFF 76.74'R EOA / OFF l286. / STA 12+83.15 67.3,15 -. OFF 67.62'9 / R61' DITCH FE0 DITCH FL - PROPO8E0 EOG STA 12+35.63 / / s,$ OFF 83.18'98 FENCE t; g e'� b g --7 / ' � 1 / EOA \ 4'x4' TYPE L RIPRAP 23 1 �� c-501 \�3'; } y ..-7STA 12+90.42 \_ EMT 15• CMP \X OFF 82,30'9 SAWCUT EXISTING PAVEMENT TO REMAIN / ✓ STA 13+85,55 / �v / OFF 103.81'9 / r: J CULVERT1 N., /s ,,_- t SEE SHEET C-117 EOG - /.' / OTAFF 10388.43 .34'R �+ / / 231 �' OFF 103J4'R / / c-soSk5'TYPE LRIPRAP , X EOA / 7-+ STA 13+85.55 � OFF 103.81'9 / TIE WHITE EDGE LINE SCALE: 1"=20' TO EXISTING ASTE MANAGEMENT WCR 25 S HWY 14 VTERSECTI0N IMPROVEMENTS ENTRANCE DETAIL TE MANAGEMENT SITE %/ / , STA 13+94.12— j+ / . OFF 121.91'9 / 9.00 l- DOUBLE YELLOW n (� ), C•yA`� 111 —T Q • 11 j STA 13+19.00 / OFF 139.51'9 �- STA 13+65,18 OFF 137.43'9 n� i UO e $ 8r O 111 �a ` �V / PROJ: 117-2402273 / SAWCUT EXISTING PAVEMENT ` iU ��c :i1 s DESN: JAB / STA 13+19.00 TIE WHITE EDGE LINE OFF 139,51'93 J ,�,( � "'111•••^^^""' ly, DRWN: IAW / - SDTA 131131 fiG4. 1YIO - •4 CHKD: CSS OFF 155.42'R / i (j�� 2 is C-114 Bar Measures 1 inch, otherwise drawing not to scale 9- C OX D O Q 3 00 9 pw 6 a ,GEMENT117-2 STA 10+28.75. TIE TO EXISTING GRADE BEGIN ROADWAY CONSTRUCTION CP-7006 SET #4 REBAR WITH 2' ALUMINUM CAP 00 CULVERT 2 18' RCP STORM PIPE SEE SHEET C-118 S FG 6123,50 FG 5124.94 FG 5124.84 FG 5124.71 2 FG 5124.48 FG 5124.54 FG 5124.62 FG 5124.98 FG 5125.68 FG 5124.99 4 - 1 FG 5124.60 FG 5124.37 I I FG 5123.92' . FG 5723.87 Cx5' TYPE L R FG 5121.45 FG 5123.08 pc 5129.71 I Ir, i I 51/ EG 5120. EG 5119.68 FG 5125.63 3 NEW PAVEMENT SECTION ITYP) FS 5125.69 FG 5125.73 - EG 5122.79 S'OS' TYPE L RIPRAP FG 5122.04 V 20' ELECTRIC EASEMENT 30' GAS EASEMENT II II WCR 25 Y-FG 5126.83 14000 FG 5127.22 5 2> FG 5126.55 .6G 5126.93 EG 5127.05. - POWERLINE EASEMENT REC, NO. 2183320 (WIDTH VARIES) FG 5127.69 FG 5128.54 FG 5127.48 20' HMA TRANSITION CULVERT I 18" RCP STORM PIPE SEE SHEET C-117 WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO FG 5125.16 FG 5124.93 FG 5123,88 FG 5128.58 FG 5123.13 4'x4' TYPE L RIPRAP 15' CMP INV=5124.12 FES=512465 15"CMP STORM PIPE IS" CMP INV=5125.11 FG 5122.63 FG 5129.80 TRANSITION DITCH DEPTH BETWEEN STA 14+55 TO 15+10 FROM 15" TO T FINISHED FLOOR = S129.30 6 FG 5129.60 D zs so' SCALE:? = 50' Bar Measures 1 inch, otherwise drawing not to scale Ismismons� PROJ:. 117-24022 DES N: JAB DRWN: LAW CHND C-115 C6 E D zK :29AM - VAT-Z\WASTE MANAGEMENT117-2402273-WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\GRADING PLAN. C B A 2 3 4 5 6 - POWERLINE EASEMENT REC. NO. 2183328 (WIDTH VARIES) DITCH DEPTH 7" GAS TEST STATION G 5136.24 NEW PAVEMENT SECTION (TVP) FG 5141.38 FG 5142.32 - - FG 514233_ CP-10051 SET 34 REBAR WITH 2" ALUMINUM CAP STA 21+21.12 END NEW PAVEMENT BEGIN 20' HMA TRANSITION STA21+41.27 END HMA TRANSITION TIE INTO EXISTING GRADE POWER POLE CP-GRASS SET IM REBAR WITH 2'ALUMINUM CAP 4220 22200 22+40 ELECTRICAL TRANSFORMER 20' HMA TRANSITION TELEPHONE VAULT 0 25• 50' I SCALE: 1" = Bar Measures 1 i ch, otherwise drawing not to scale U u I- I- W S S S S A A O F 0 E S C V C S A WASTE MANAGEMENT wZ 7-1 0 -z� OS 5O PROD: 117-2402273 DESN: JAB DOWN: LAW CARD: CSS C-116 Copyright Tetra Tech 5:03 AM-V:\T-Z\WASTE MANAGEMENT\tt7-2402273- WM-VUCR 25 IMPROVEMENTSl0T-CAD65HEETFILE5\CULVERT 1 AND 2 PLAN AND PROFILE.DWG-ANDRYAUSKAS, JEREMY E D A 181L�F s l'1:145DS7s.22 E:3185544.15 I 51 \ l SOS TYPE L RIPRAP 1 5130 5125 EG5121.98 5124 105 LF 18' CLASS 3 RCP CULVERT 1 PLAN SCALE 1"=20' Fc FG 5125.58 4'x4' TYPE L RIPRAP 80 3OW PER . GE R X 5126 •X- 5125 FG 5122.63 �e6 -•T FG 5123 \ 1. \ PG 512580"i.# _ _ FG 5124.13 FG 512 4:1455184.90 4 71 E: 3108504.38 1_-.1 -- �..'.:" 5126 EXST 15" 5127 -� 1 =5124.12 ..._ ._. FES=5124.05 —�"'�� • 15• EXST CMP STORM PIPE li 'EXST GRADE TIE TO EXST GRADE STA 10+11.75 EL 5121.84' IZ.-- V 24.5 CLEAR 0:50% FINISH GRAD 5120 E .__..__ c.501 TYPEL RIPR P mgr 1 _' . LLF> 5115 105 LE OF 10" CLASS 3 RCP 44 0.558, 10+AD 10+o0 10+20 10+40 10+60 11+00 11+20 CULVERT 1 PROFILE SCALE: HORIZ: 1"=20, VERT: 1"=5' 11+40 11+60 11+80 11+90 5130 5125 5120 5{15 se drawing not to scale SCALE 2 R F - WASTE MANAGEME PRO 0256 DAWN: CH D: 17.2402273 JAB B LAW CAS Bar Ma. ure nch, othe C-117 Jgr E K Z Q ❑ IL 0 a D ❑ Q a N Q tt U S C O 9 Er B B a A Q B 2 18" FES 5:1455850.88 E: 3186388.16 3 CULVERT 2 PLAN SCALE: 1"=20' 10+60 4 HIGHWAY 14 I �r 10+80 11+00 CULVERT 2 PROFILE SCALE: HORIZ: 1"=20', VERT: 1 "=5' 5 18" FES 5:1455850.61 E: 3186517.69 6 l\ N 0 10' 20' SCALE 11+40 11+60 11+80 Bar Measures 1 inch, otherwise drawing not to scale r z O ¢zm 265 S S S S S t'1 S 113 C A V V WASTE MANAGEMENT PROD: 117-2402273 DESN: JAB DEWS: JJA CHKD: CSS C-118 - WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\SIGNING AND STRIPING.DWG-ANDRYAUSKAS, JEREMY 35:27 AM - V:\T-Z\WASTE MANAGEMENT117 E D C B A STA 10+3691 OFF ]8.12'L� L — — — — — NTA 10+69,89 STA 10+70.89 _ _ — — OFF 25,48'L OFF 3013'0 EPDXY PAVEMENT MLR (4" WHITE CHEVRON LINES, 5' APART) — R1-1 36" X 3fi° ® TETRA TECH www.tetretech.com 3801 AUTOMATION WAY SUITE 100 FORT COLLINS, CO 80525 TEL 570 223-9600 FAX 070 223-7171 SIGN PANEL I CR25 I EPDXY PAVEMENT MARKING CV ,.1 GLASS 11 R60' \ 03118 X12" EPDXY PAVEMENT (sow 8 WHITE GHANNELIZING \SIGN PANEL TO MARKING CLSTA12 5000 (SOLI II EDGE ENHITE QUANTItt2 EDGE LINE) QUANTITY -730.X30 (RESET ALL PANELS 1 INTERSECTION ON GROUND SIGN) ON SIGN PANEL CLASS LANE II. LINE) EPKING OPAVEMENT WHITE LINE) (DOTTED 8" WHITE LINE) CONTROL STA 140000 STA 15+6612 600E U W _�- _F3 �`,_„1 _, ,w_ " _ EPDXY PAVEMENT MARKING - _OFF 10 9B 42_ =" = (SOLID MEDIAN4 DOUBLE OFF T _ -� _ _ .., OFF iB DOL STA12+83.91` ;- --^- -- ,. ) 12 -- YELLOWCENTERLINE STA 15UR iLINE SEE SF CP 7006 __._`-"•, ,,. _....... - ... - ... 4, - OFF .OFF 00 R SET IF4 REBAR WITH 2" ALUMINUM CAP ® STA 10+]1.85 OFF 6.00.0 .. El " T .. ,....„.»_....._ _ ....., 1 00 1 16«00 ... Ill mm e.v..0 .. © STA 12+8191 OF64 WELD COUNTY ROAD 25 OFF 6OOR OFF29.89 F 29890 STA 10+6883 ,,.� ® ,, $ '> • '"" V �„- - OFF 6:001 R ��II �. IIYIilSm rl 3TA t2 9333 •+ .��.rC�r_ —` ce �- -`" "`" "' f` STA 10+71.81 f OFF 18.00'0 '" � �� OFF 42.B6'Rq - STA STA ` ^,STA 14+00.00 _STA 15129fi STA 1568.12 - it OFF 6STA OFF 1600"R. OFF 1600'0 _ U OFF 36.921 7R 30.X 30" 3-7R 30 % 30" 30.9.26 OFF 30.00'R STA 32.48']3 _ -- "-T -~� / OFF 32.48 R —�^�" r te- r ...%t 0 = s % STA OFF STA OFF STA OFF R50 Y 11+00.88 30.00'0 10+40.88 90.59'R 10+41.02 104.41'0 1 I I EPDXY (SOLID I I I I I 1 SIGN PANEL GLASS II STA 11+45.00 OFF 1B.00'R EPDXY PAVEMENT (DOTTED 8" WHITE '- PAVEMENT MARKING MEDIAN 4" DOUBLE ( 60 _ ' EPDXY MARKING LINE) STA 12+37.11 OFF 1800'0 STA 12+93.33 \\ / / OFF 16,00, PAVEMENT MARKING I (DASHED 4" WHITE ` CHANNELQING LINE)"' / R64' / `ch / / R76. STA 12+86.74 t i OFF 65.86'R � YELLOW CENTERLINE)'./ STA 13+03,78 OFF 57.51'fl ", �sTAi3+3z9d OFF 76.74"R ^ ) / i; ' / EPDXY PAVEMENT MARKING / /(SOLID MEDIAN 4" DOUBLE YELLOW CENTERLINE) / t STA 140170 /� OFF 35120 / 661' 01130 X30 TO SIGN PANEL ', CLASS II (RESET PANEL ON GROUND SIGN) EPDXY PAVEMENT MARKING (SOLID 4" WHITE EDGE LINE) STA 13+84.67 OFF 10428'0 6TA 13+94:12 OFF 121.91'R STA 13+fi5.19 OFF 137,43'0 STA 13+31.64 OFF 155A2'R WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO — m�" ( U� � DESCRIPTION 30% DESIGN REVIEW 60% -DESIGN REVIEW 90% DESIGN REVIEW FINAL REVIEW ISSUED FOR CONSTRUCTION a n y m n n a o II , PAVEMENT MARKINGS WASTE MANAGEMENT WCR 259 HWY19 INTERSECTION IMPROVEMENTS SIGNING AND STRIPING PLAN { I LOCATION STATION/ OFFSET TYPE I I 1 STA 10*.76.85, OFF 12.50L PREFORMED THERMO PLASTIC MARKING"RIGHT ARROW' I - 2 6TA 10+79,85, OFF 0.00 PREFORMED THERMO PLASTIC MARKING"LEFT ARROW 3 STA 11+58.25, OFF 24.00'0 PREFORMED THERMO PLASTIC MARKING" RIGHT ARROW 4 STA 11+77,87, OFF 12.00'0 PREFORMED THERMO PLASTIC MARKING WORD "ONLY" 5 STA 11+77,87, OFF 0.03 PREFORMED THERMO PLASTIC MARKING WORD "ON LY" 01� 25' 50' 6 STA 11+91.06, OFF 24.00'0 PREFORMED THERMO PLASTIC MARKING WORD"ONLY" I� 7 STA12+32.11, OFF 24.00'0 PREFORMED THERMO PLASTIC MARKING' TIGHT ARROW' SCALE 1"=50' B STA 12+70.66, OFF 12.50'0 PREFORMED THERMO PLASTIC MARKING "RIGHT ARROW' ' 1 0 LICEa`,4\ e STA 12]0.66, OFF 0.00 PREFORMED THERMO PLASTIC MARKING"LEFT ARROW .° 49 11 8 10 STA 1405.00, OFF 0.00' PREFORMED THERMO PLASTIC MARKING "LEFT ARROW 4SA9.90.. �:CS 0%4 I PROJ: 117-2402273 11 STA 15+55.90, OFF 0.00' PREFORMED THERMO PLASTIC MARKING "LEFTARROW o " ' -. j. � 5t ORION; .JAB DES 12 STA 10+69,83, OFF 6.00'R PREFORMED THERMO PLASTIC MARKING, 24" SOLID WHITE STOP BAR !. DRJJA 13 STA 13+32.64, OFF 29.05'0 PREFORMED THERMO PLASTIC : MARKING, 24" SOLID WHITE STOP BAR rrt wr CHKD: CSS C-119 roraAA-t - Bar Measures 1 inch, otherwise drawing not to scale >- w _ cc w rn to r cc z a D 0 O d z H U) O z Q 0 z_ Z C9 U) W J U - H W W U) O Q N- 0 V) H z w W 0 cc 0_ In N d' cn ti C7 cn 5 CO en M cn 1 17+00 144 LR R Gb STA 18+00.00 OFF 21.861 R3 -7R 30" X 30" SIGN PANEL CLASS II STA 17+91.12 OFF 18.001 2 3 i 4 EPDXY PAVEMENT MARKING (SOLID 4" WHITE EDGE LINE) EPDXY PAVEMENT MARKING (SOLID MEDIAN 4" DOUBLE YELLOW CENTERLINE) WELD COUNTY ROAD 25 STA 17+91.12 OFF 6.001 STA 18+99.12 OFF 0.00' STA 18+99.13 OFF 11.70'R POSTS W3-1 30" X 30" SIGN PANEL (LOCATION APPROXIMATE. RESET PANEL ON GROUND SIGN) 11 11 111. , STA21+21.12 OFF 0.00' 5 STA 21+21.15 OFF 12.101 STA 21+41.15 OFF 12.151 21+00 22+00 STA 21+41.10 OFF 12.30'R STA 21+21.10 OFF 12.22'R C P -GRASS SET #4 REBAR WITH 2" ALUMINUM CAP 6 SCALE 1" = 50 Bar Measures 1 inch, otherwise drawing not to scale w Er z U) w 0 O O ci O f0 N 0 O PROJ DESN DRWN CHKD w Er z O co w 0 0 m 0 in o N n o w o N- UJ in 5 O m .O N < z m 2j J Z p LL O Oo Q • m m O L N F N D o Q N J w H 117-2402273 C-120 J t U 0J H ca v H L a: T a a O R2-1 (65) 24"x30" SPEED LIMIT 65 N N cn cn 1 G20-10 cassia Tuts 555.555-`.5i,; Bar Measures 1 inch. otherwise drawing not to scale RE: TRAFFIC CONTROL NOTE 4 HIGHWAY 14 SPEED LIMIT R2-1 (55) 24"x30" 2 3 WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO SPEED LIMIT 55 W12,�0-1 36x36" XrZ ;!IS1RULU Y:r555-5w G20-10 R2-1 (65) 24"x30" 4 5 6 TRAFFIC CONTROL NOTES: 1. TRAFFIC WILL BE LIMITED TO NORTHBOUND TRAFFIC ONLY. INCLUDING OUTBOUND LANDFILL TRAFFIC. 2. A ROAD CLOSED SIGN IN FRONT OF SOUTHBOUND WCR 25 AT INTERSECTION WITH WCR 84 SHALL BE INSTALLED. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PER THE MUTCD MANUAL. 4. THE DRUM LOCATION SHALL BE COORDINATED WITH THE PHASING PLAN AND THE CONSTRUCTION CONTRACTOR. PROPOSED DETOUR ROUTE (NB WCR 25): 1. ALL TRAFFIC OUTBOUND FROM LANDFILL AND OTHER WM FACILITY TO NORTH WILL EXIT NORTHBOUND. 2. TURN RIGHT ONTO EASTBOUND WCR 84. 3. TURN RIGHT ONTO SOUTHBOUND WCR 27. 4. TURN LEFT OR RIGHT ONTO HIGHWAY 14. "0D• WOO 2000• uJ w w cc 2 rn w O O PROD DESN DRWN CHKD i w n H M O N 5 .O Q Z J Q 2 O W O Uo O • OW N N o Q cn - J el w 1— O U F- U) rn 2 O U O W O w rn N 117-2402273 E rl' STA 162.21 OFF .21'1 EROSION LOG HIGHWAY 14 F STA 10+66.30 OFF 155.03'R SILT FENCE NOTES: 1. CONSTRUCTION STAGING AREA SHALL HAVE VTC WHERE CONNECTING TO A PAVED AREA. 2. CONSTRUCTION STAGING AREA LOCATION TO BE DETERMINED BY THE CONTRACTOR. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT EROSION CONTROL DEVICES ARE ADEQUATE AND SHALL ADD OR REMOVE EROSION CONTROL DEVICES BASED ON OBSERVED FIELD CONDITIONS. 4. SEE EROSION CONTROL DETAILS ON SHEETS C-502 TO C-507. 2 3 4 5 6 STA 10+81.36 OFF 103.62'1 SILT FENCE II I STA 10+84.26 STA 17 OFF 26.731.27.321 OFF SILT FENCE SILT FENCE E I I I STA 11+05.38 OFF 41.00'R SILT FENCE STA 10+60.74I OFF 76.76'8 RIPRAP STA 10+80.70 OFF 103.04'R EROSION LOG STA 10+61.58 OFF 166.12'6 EROSION LOG STA 12+06.86 OFF 5226'R SILT FENCE / / / STA 11+9502 OFF 22.731 SILT FENCE STA 12+61.02 OFF R FENCE FENCE STA 12+84.44 OFF 104.800 RIPRAP STA 13+86.82 OFF 63.01'R EROSION LOG 4' WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO NATIVE PRAIRIE SEED MIX PAVNEE BUTTES SEED CO. MIL BLUE ORA. 25% BUFFALOORASS 20%BWDETSAM ESTERN WHEEATGRASS 5% GREEN NEECILEGRASS 1% SAND SEED 5% NATAI NATIVE PRAIRIE WILDFLOWER NIA SEFDING NOTES THIS b DMIXGROWS&I2 INCHES TALL WITH AVERAGE RAINFALL REQUIRES LITTLE TO NO MAINTENANCE AND IS GOOD FOR SOIL STABILIZATION. THIS MIX IS SUITABLE FOR AREAS WHERE MOWING IS DIFFICULT OR NOT DESIRABLE. BOIL IN ALL AREAS TO RECEIVE NATIVE SEED SHALL BE FERTILIZE° AND CONDITIONED. SEEDING RATE. °RYLAND. 15 LBS/ACRE OBTAIN A SOIL TEST FOR AN AVERAGE OF SOIL SAMPLES TAKEN ON IOTHROUGHOUT THE SUE. N SOIL SHALL BE TESTED ACCORDANCE SEVERAL WITCH H THE WELD COUNTY REVISION TO COOT STANDARD SPECIFICATION 207. THE ION RATE OF THE ORGANIC FERTILZER SHALL BE EITHER AS HIGH OR LOW NITROGEN NI FERTILIZER AT THE RATES RECOMMENDED BY THE CBU SOIL TESTING LABORATORY. APPLY AT THE TINE THE SEED IS DRILLED. THE SOIL SHALL BE CONDITIONED WITH BIOTIC EARTH BLACK HGM OR APPROVED EQUIVALENT. THE HGM SHALL BE APPLIED AT A RATE OF .00 LBSAC UNLESS OTHERWISE SPECIFIED BY THE CSU SOIL TESTING LABORATORY. MYCORRHIZAE SHALL BE APPLIED TO THE NATIVE SEED AT A RATE OF a L9SAC. DRILL SEED AT THE RATE OF 15.20 LBe. (PL9 = PURE USE SEED) PER ACRE. APPLY TWO TONS OF CERTIFIED WEED FREE STRAW PER ACRE. CRIMPED AND TACKIFIED. BROADCAST SEED ON AREAS THAT ARE TOO STEEP OR TOO SMALL TO BE DRILLED AT THE RATE PER MANUFACTURES SPECIFICATIONS. IF SEED IS BROADCAST HYDROAIULCH WITH A SLURRY OF WOOD FIBER AND TACKIFIER AT RATE PER MANUFACTURERS RECOMMENDATION. SEED MAY BE SPRING OR FALL DRILLED BETWEEN THE APPROXIMATE DAT. OF WELCH 15TH TO MAY 15TH, OR AUGUST 15TH AND NOVEMBER 15TH. MANAGE WEED GROWTH BY MOWING OR APPLICATION OF BROADLEAF WEED HERBICIDE UNTIL A SUITABLE STAND OF GRASS IS ESTABLISHED (APPROXIMATELY 2 YEARS). FORMULATIONS AND VARIETIES ARE SUBJECT TO CHANGE WITHOUT NOTICE. STA 14+03.36 OFF 65206 RIPRAP STA 14+10.64 OFF 62.13'6 SILT FENCE LEGEND STA 14+56.64 OFF 42.91'6 EROSION LOG SF STA 15+06.48 OFF 32.038 SILT FENCE SILT FENCE LIMIT OF DISTURBANCE RIPRAP TURF REINFORCEMENT MAT CULVERT INLET PROTECTION EROSION LOG VEHICLE TRACKING CONTROL STA 15+70.77 OFF 28.88'1 SILT FENCE 1= =•1 SCALE: V • 50' 25' 50' Bar Magnums 1 inch, OthanviSB drawing not to scale t 6 S 6 6 z 0 R s S C E F S S C S WASTE MANAGEMENT PROJ: 117-2402273 DEAN: DRAM CHRD' JAB JJA CBS C-122 Copyright: Tare Tech E W U, D O z Z O U O K ti qi c h IC a a B fJ F QZ§� F- A 2 3 4 5 6 N N U I — W W Cr) v/ W VJ W U _ _ _ _ - - _ _ - - _ - - - - _ - - _ - - _ _ _ OFF 15.00'R SILT FENCE STA 21.61.12 OFF 16.00'L SILT FENCE NOTES: 1. CONSTRUCTION STAGING AREA SHALL HAVE VTC WHERE CONNECTING TO A PAVED AREA. 2. CONSTRUCTION STAGING AREA LOCATION TO BE DETERMINED BY THE CONTRACTOR. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT EROSION CONTROL DEVICES ARE ADEQUATE AND SHALL ADD OR REMOVE EROSION CONTROL DEVICES BASED ON OBSERVED FIELD CONDITIONS. 4. SEE EROSION CONTROL DETAILS ON SHEETS C-502 TO C-507. WELD COUNTY ROAD 25 LEGEND SF • SILT FENCE LIMIT OF DISTURBANCE RIPRAP TURF REINFORCEMENT MAT CULVERT INLET PROTECTION ® EROSION LOG VEHICLE TRACKING CONTROL 0 25' SP I SCALE:1"= 51, Bar Measures I inch. otherwise drawing not to sole E $ 0 S B B w 22 R B A 8 C 0 S S K 8 S WASTE MANAGEMENT z 0 z — Ill a .�zo 5522 I2OO 0 W On PROJ: 117-2402273 DESN: JAB DRAIN: JJA CHK0: CSS C-123 3/2/2022 11:35:57 AM - VAT-Z/WASTE MANAGEMENT117-2402273-WM-WCR 25 IMPROVEMENTS 107-CAO/SHEETFILES/C-2 E D C B A 2 3 4 5 6 5132 5132 5130 - - 5130 5126 - - FINISH GRADE - (TYP) - 5128 EXST GRADE (TYP) 5126 - - 5128 2 00 5124 - - - 5124 5122- - - -5122 INTERSECTION GRADING SEE SHEET C-115 5120- - 5120 EXST WATER LINE 5118 5118 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 10+50 5130 5128 5126 5124 5122 5120 5118 N FE FE J EXST WATER LINE 5116 I Y -50 -40 _2.00% 0 10 STA 11+00 6 INTERSECTION GRADING SEE SHEET C-115 50 60 5130 - 5128 — 5126 5124 - 5122 — 5120 — 5118 5116 70 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY 01--� SCALE: 1"=2D' .VERT 1-=5' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 PASHTO ROAD DESIGN GUIDE. PROJECT AREA ADT two 710 CLEAR PONE FO 1.0.1.110 14 TO SITE ENTRANCE GTE ENIROICE TO ENO OF PROJECT 14 Bar Measures 1 inch, otherwise drawing not to scale S S S 12 u B 8 a -a 3 S 12 S S 8 S u. S WASTE MANAGEMENT PROJ: 117-2402273 DESN: JAB DRAIN: LAW CHIC0: CBS C-200 Copyright: Tetra Tech 32/2022 11:37:01 AM - V:\TZ\WASTE MANAGEMENT\117-2402273 - WM-WCR 25 IMPROVEMENTSID7-CAD\SHEETFILESIC-200 SECTIONS.DWG - ANDRVAUS E O C B A 2 3 4 5 6 5130 5128 - 5126 - 5124 - 5122 - 5120 - 5118 - 5116 -50 IY I\ EXST GRADE EXST UG TEL (TYP) FINISH GRADE (TYPI EXST WATER LINE .2.00 5130 5128 5126 - 5124 - 5122- 5120 - 5118 - 5116 -50 -40 -30 -20 -10 0 10 20 30 STA 11+50 $ I -CLEAR ZONE 50 60 S O -2T0 t EXST UG TEL 2 N I -EXST WATER LINE Cd -40 -30 -20 -10 0 10 20 30 STA 12+00 -2.00 O O ce PROP ROW u O z IV CC I I Y 40 5130 - 5128 - 5126 - 5124 - 5122 - 5120 - 5118 5116 70 5130 - 5128 - 5126 - 5124 5122 - 5120 - 5118 5118 50 60 70 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY SCALERT 1'.Y NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 AASHTO ROAD DESIGN GUIDE. PROJECT AREA ADT 1080 720 CLEAR PONE IFTI HIONALAr IA TO ENE ENTRANCE RITE ENTRANCE TO ENO OF PROJECT Bar Measures 1 inch, otherwise drawing not to scale S S S S 12 R S 12 3 12 8 0 S S WASTE MANAGEMENT PROD: 117-2402273 DESN: JAB DROWN: LAW CHXO: CBS C-201 Copyright: Tetra Tech 3212022 11:37:04 AM - VAT-Z\WASTE MANAGEMENT\117-2402273-WM-WCR 25 IMPROVEMENiS107-CAD4SHEETFILES\C-200 SECTIONS.DWG-ANDRVAUSKAS, JEREMY E D C B A 2 3 4 5 6 5132 5130 — 5128 - 5126 — 5124 — 5122- 5120 — 5118 S N WASTE MANAGEMENT DRNEWAY GRADING SEE SHEET C-115 -21.0 _0% I I EXST GRADE FINISH GRADE (TYP) (PIP) EXST UG TEL `-EXST WATER LINE -50 -40 -30 -20 -10 0 10 20 STA 12+50 5132 5130 - 5128 - 5128 - 5124 - 5122 - 5120 - 5118-50 I I 30 40 5132 — 5130 - 5128 — 5126 — 5124 - 5122 — 5120 5118 50 60 70 w O Y 11 -2 00% I -200%J E%ST UG TEL WASTE MANAGEMENT DRIVEWAY GRADING SEE SHEET C-115 - EXST WATER LINE -40 -30 -20 -10 0 STA 13+00 2.11% 1 EXSTUGELECJ J EXST 18-RCPJ. C) PR 1a' CLASS 3 RCP 10 20 30 40 50 60 70 80 90 100 5132 - 5130 — 5128 — 5128 - 5124 — 5122 — 5120 5118 110 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY SCALE:V. 2D . VERT NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 AASHTO ROAD DESIGN GUIDE. PFIMECT AREA CLEAR 20NEl NOM. 14 TO SITE ENTRANCE GTE ENTRANCE TO END OF PROJECT 1860 zz Bar Measures 1 inch, otherwise drawing not to scale S S S 6 12 R A 3 12 S 33 12 A S z WASTE MANAGEMENT 2z .33 O N wa' Tn ET ry Q Tn >5 cc U PROD: 117-2402273 DERN. JAB DRWN: LAW CHKD: CRS C-202 Copyright: Tetra Tech HEETFILES\C-200 SECTIONS.DWG - AN DRYAUSKAS, J D 3 4 5 6 5132 5130 - 5128 - 5126 - 5124 - 5122 - 5120 - 5118 50 FINISH GRADE (TYP) 200 EXST GRADE mR) w Z O -EAST UG TEL N I • I II `EAST WATER LINE WASTE MANAGEMENT DRIVEWAY GRADING SEE SHEET C-115 I I _ - -- --1.9T% -CLEAR ZONE 5132 5130- 5128 - 5126 - 5124 - 5122 - 5120 - 5118 -50 -40 -30 -20 -10 0 10 20 STA 13+50 30 5132 - 5130 - 5128 - 5126 - 5124 EXST UG ELEC 5122 EXST 10" RCP - 5120 PR 1e' CLASS 3 RCP 40 50 60 70 80 90 100 1105118 IY WASTE MANAGEMENT DRIVEWAY GRADING SHEET &1 - I N EXST UG TEL I DE[[C I U I EAST WATER LINE w 2 EXST UGELEC U 5132 - 5130 - 5128 - 5126 - 5124 - 5122 - 5120 5118 -40 -30 -20 -10 0 10 20 30 40 50 60 70 STA 14+00 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY 0 ID 2D Ir1 SCALE: V ' = 20' VERT 1".5' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 AASHTO ROAD DESIGN GUIDE. PROJECT AREA APT Ina 720 CLEAR ZONEIFrI NOWAY 14 TO 6ITE ENTRANCE SITE ENTRANCE TO ENO OF PROJECT Bar Monaural. 1 inch, otherwise drawing not to scab WU t S S s 12 F O B S WASTE MANAGEMENT PROJ: 117-2402273 DESN: JAB 0131004. LAW CUED: CSS C-203 Copyright: Tetra Tech :37:11 AM - VAT-ZIWASTE MANAGEMENT1117-2402273 - WM-VVCR 25 IMPROVEMENTS\07-CAD SHEETFILES1G200 SECTION E D C B A 2 3 4 5 6 5132 5130 - 5128 - 5126 - 5124 - 5122 - 5120 - - 5118 -50 O IC 6 -2.00% - - -2.00% EXST GRADE ITYP) Owl EXST UG TEL NI 2I II EXST WATER LINE FINISH GRADE (IYP) S `EAST UD ELEC O -40 -30 -20 -10 0 10 20 30 40 50 STA 14+50 5132 5130 - 5128 - 5126 - 5124 - 5122- 5120 - 5118 -50 -40 5132 -5130 - 5128 - 5126 - 5124 - 5122 - 5120 60 70 5118 O re 6. I zI N re, II -30 -20 -10 0 10 20 30 40 50 60 STA 15+00 `EXST WATER LINE II 5132 - 5130 - 5128 -- 5126 - 5124 - 5122 - 5120 70 5118 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY 0 SCALE: 1" = 20' , VERT 1-=5' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 AASHTO ROAD DESIGN GUIDE. PROJECT AREA 1.11GIVIAV 14 TO SITE ENTRANCE SITE ENTRANCE TO E.. PROJECT 730 Bar Measures t inch, otherwise drawing not to Scale S S S S 3 12 S I? B A S B 0 B B S A WASTE MANAGEMENT PROJ: 117-2402273 DENS: JAB ORWN: LAW CHAD: CSS C-204 15 AM - V \T-Z\WASTE MANAGEMENT117-2402273 - VM 1-WCR 25 IMPROVEMENTS107-CAD\$HEETFILES\C 20E SECTIONS.DWG - ANDRVAUSKAS, JEREMY E D C B A 5134 5132 - 5130 - 5128 - 5126 - 5124 - 5122 - 5120 -50 5136 5134 - 5132 - 5130 - 5128 - 5126 - 5124 - 5122 -50 z O 6I -40 -30 -200% FINISH GRADE EXST GRADE (TYP) (TVP) t- EAST WATER LINE 0 5134 - 5132 BUILDING EXST VERTICAL "J" PIPE e:1 TO BE RELOCATED 3:1 OFF 31.22'R /EXST UO TELJ 2 N I I� - 5130 - 5128 - 5126 `EXST UG ELEC - 5124 EXST UG TEL EXST UG ELEC - 5122 -20 -10 0 10 20 30 40 50 60 70 5120 STA 15+50 Iz 6 I I -2.00% w z 61 UI EAST WATER LINE 5136 - 5134 BUILDING EXST UG ELEC EXST UG ELEC EAST UG TEL -40 -30 -20 -10 0 10 20 30 40 50 60 STA 16+00 - 5132 - 5130 - 5128 - 5126 - 5124 5122 70 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY I�r1 SCALE 1"= 20' , VERT 1"a5' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 AASHTO ROAD DESIGN GUIDE. PROJECT AREA ADT 1060 CLEAR ZONE IFn IXONVAV IE TO OEM ENTRANCE SITE ENTRANCE TO END OF PROJECT Bar Measures 1 inch, otherwise thawing not to scale S "ri 133 B a m R 3 C) 2 6 m 6 S 0 0 13 d 0 WASTE MANAGEMENT PROD: 117-2402273 DENS: JAB DRWN: LAW CHKO: CSS C-205 E vi D 3/2/2022 11:37:18 AM - V:\T-Z\WASTE MANAGEMEN1\117-2402273 - WM-WCR 25 IMPROVEMENTS107-CADWHEETFILES/C-200 SECTIONS. C B A 2 3 4 5 6 5138 5136 - 5134 - 5132 - 5130 - 5128 - 5126 - 5124-50 5136 5136- 5134 - 5132 - 5130 - 5128 - 5126 - 5124-50 3 O -2001 -2.00% FINISH GRADE (TYP1 OZZw NI 0I EXST WATER LINE EAST GRADE (TYP) EAST UG TEL `EXST UG ELEC EXST UG TEL -40 -30 -20 -10 0 10 20 30 40 50 60 STA 16+50 5138 - 5136 - 5134 - 5132 - 5130 - 5128 - 5126 5124 70 -200% -2.00% NJ 0 NI 001 EXST WATER LINE YI -40 -30 -20 -10 0 STA 17+00 EAST UG TEL 10 20 30 5138 - 5136 - 5134 - 5132 - 5130 5128 EXST UG ELEC VEXST UG TEL -5126 5124 40 50 60 70 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY SCALE:1'= 20' , VERT 1"=5' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 PASHTO ROAD DESIGN GUIDE. PROJECT AREA CLEAR ZONE IFII madam 14 TO SITE ENTRANCE SITE ENTRANCE ENO OF PROJECT 1060 720 22 14 Bar Measures 1 inch, othorwiae drawing Tol to scale E 8 S l7 tl 8 s w 12 8 2 C S E 8 gS a S 0 J: PROJ: 117-2402273 DEGN: JAB DRWN: LAW CURD: CSS E 5140 5138 — 5136- 5134 5132 5130 - 5128 5126 WI O NI JI U -2.00% FINISH GRADE / EXST GRADE ITT \- EAST WATER LINE EAST UG TEL -50 -40 -30 -20 -10 0 10 20 STA 17+50 5142 5140 5138 5136 5134 5132 5130 5128 -50 30 5140 - 5138 - 5136 - 5134 - 5132 EXST UG ELEC EXST UG TEl - 5130 - 5128 5126 40 50 60 70 O C -EXST WATER LINE WI )` NI EXST UG TEL d'I. 6 5142 - 5140 -5138 --5136 -5134 ``\ " EXST UG ELEC `EXST UG TEL - 5132 -5130 5128 -40 -30 -20 -10 0 10 STA 18+00 20 30 40 50 80 70 ABBREVIATIONS: EX ROW PROP ROW EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SCALE . , V RT 1,5' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 1/ AASHTO ROAD DESIGN GUIDE. PROJECT IAEA APT IMP 120 CLEAR BONE IT, HIPTINAT IA TO SITE EPTRAICE SITE ENTRANCE PP EPP OF PROJECT E B = w F 6 B B a S 0 8 EE Ad 0 0 S B S V WASTE MANAGEMENT PROD: 117-2402275 DESN: JAS DRWN: LAW CORD: CSS C-207 Bar Measures 1 inch. otherwise drawing not to scale Copyright: Tetra Tech 2402273 - WM-VVCR 25 IMPROVEMENTS \07-CADISHEETFILES\C-200 SECTIONS DWG - ANDRVA E D C B A 2 3 4 5 6 5144 5142 — 5140 - 5138 5136 — 5134 - 5132 — 5130-50 5144 5142 5140 5138 5136 5134 - 5132 5130-50 -40 -30 EXST GRADE (TYP) EXST WATER LINE FINISH GRADE (TVP) EXST US TEL] -20 -10 0 10 20 STA 18+50 -2.00% EAST WATER LINE xrc Z 2 I 1 30 W z EXSTUG TEL 0 N Y 5144 - 5142 - - - 5140 - 5138 -- 5136 - 5134 j}\\\ EXST UG ELEC EXST DG TEL - 5132 40 50 80 70 5130 EXST UG ELEC EAST UG TEL -40 -30 -20 -10 0 10 STA 19+00 20 30 40 50 BO 5144 - 5142 - 5140 - 5138 - 5136 - 5134 - 5132 70 5130 ABBREVIATIONS: EX ROW PROP ROW EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SCALElRT 1---.' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 AASHTO ROAD DESIGN GUIDE. PROJECT AREA ADL 14 TO SIM ENTRANCE )20 Bar Measure. 1 inch. otherwi.e drawing not to scale iS 1 22 S 22 A 6 w SO S S 0 E El A WASTE MANAGEMENT PROJ: 112-2402273 DEHN: JAB ORWN: LAW CUED: CSS C-208 0 E E 2 3 4 5 6 5146 5144 — 5142- 5140 - 5138 - 5136 - 5134 - 5132 50 5146 5144- 5142 - 5140 - 5138 - 5136 - 5134 - 5132 50 -2.00 % 1 - Z I� C.) EAST GRADE (TIP) EAST WATER LINE 6 FINISH GRADE I (TIP) 1'I EAST UG TELJ O N • I U `-EXST UG ELEC EAST UG TEL -40 -30 -20 -10 0 10 20 30 40 50 60 STA 19+50 O K W O IN -2.00% -200% I p! k_EXST WATER LINE i I wIEAST UG TEL JO N I • I `EAST UG ELEC EXST UG TEL -40 -30 -20 -10 0 10 20 30 40 50 60 STA 20+00 5146 - 5144 - 5142 - 5140 - 5138 - 5136 - 5134 70 5132 5146 - 5144 - 5142 - 5140 - 5138 - 5136 - 5134 5132 70 ABBREVIATIONS: EX ROW EXISTING RIGHT-OF-WAY PROP ROW PROPOSED RIGHT-OF-WAY DI--i1m7 SCALE: V 2O . VERT 1'=Y NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLES -1 AASHTO ROAD DESIGN GUIDE. PROJECT AREA CLEAR ZONE IMMO, 14 TO SITE ENTRANCE SITE ENTRANCE TO END OF PROJECT 1860 72.0 Bar Measures 1 inch, otherwise drawing not to scale t$ S S 5 8 x S w S 3 O 0 0 S S WASTE MANAGEMENT PROJ: 111-2402273 DESN: JAB BROW. LAW CHX0: CBS C-209 Copyright: Tetra Tech :37:33 AM - V:\T-Z\WASTE MANAGEMENT\117-2402273- WM-WCR 25 IMPROVEMENTS\07-CAD4SHEETFILES\C-200 SECTIONS.DWG-AND E O C B A 2 3 4 5 6 5148 5146 - 5144 - 5142 - 5140 - 5138 - 5136 - 5134-50 13450 5146 5146 - 5144 - 5142 - 5140 - 5138 - 5136 - 5134 O re 6 EXST GRADE IT'P) O0% -2.00% N K 6 EXST WATER LINE i FINISH GRADE - ITVP) w EAST UG TEL W I, \ --EXST UO ELEC UJ I EXST UG TEL I ) -40 -30 -20 -10 0 10 20 30 40 50 00 STA 20+50 4 'J w O I N I YUl -30 `EXST WATER LINE EXST UG ELEC EAST UG TEL -50 -40 -20 -10 0 10 20 30 40 50 60 STA 21+00 5148 - 5146 - 5144 - 5142 - 5140 - 5138 - 5136 70 5134 5148 - 5146 - 5144 - 5142 - 5140 - 5138 - 5136 70 5134 ABBREVIATIONS: EX ROW PROP ROW EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SCALE: 6CALE'. 1"=2D' ,VERY 1"=6' NOTES: 1. LOCATION OF SHOWN UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH FROM FINISHED GRADE OF EXISTING UTILITIES. 2. CLEAR ZONE DETERMINED USING TABLE 3-1 AASHTO ROAD DESIGN GUIDE. PROJECT AREA A0T CLEAR TONE IFT1 IIIGTANAT 14 TO SITE ENTRANCE SITE ENTRANCE TO ENO OF PROJECT 14 Bar Measures 1 inch, otherniw drawing not t0 scale 0 5 S 0 B S w B w 5 S D.b S WASTE MANAGEMENT PROJ: 117-2002273 DERN: JAB DRWN: LAW CANS, CSS C-210 Copyright: Tetra Tech 312/2022 11:38:51 AM - V IT-ZIWASTE MANAGEMENT117-240 A E D B 2 3 4 5 6 NOTE ALL PINS ARE NOT SHOWN -FOR THE PURPOSE CP CLARITY ENDre, -1 VERTICAL PIN SPACING PER PIN ODI COOL: I PIN SEE leklAILS NORIZONTAI PIN SPACING - DETAIL .1 PIN PAT rERN �► oRE DNDPPRPVNLI DW SEE DE,T,AcA,IL 1. 2•000ram, CENTERS ON ROIL EDGE OVERLAPS 5f Nnx- DETAIL a PIN PATTERN 1. GENERAL NOTES I.,aev.ww.n polypropylen.P.a..Nano nap.a .anw an which is aa.I.er lanced Ml acme mare owlea.ewl atatta L.P. aneon.. .na.•Ma; .Ir. .I Wyry Malta. X.loonnology woven tolo rano..egw.. a and. 0410.11,100 prOalcliana Thre meta-nal an., eery Non intarion and re aoroarneol. meanly eon, bates. and MOE ay11110440 donnas...par. UV newsmen. ma annexes 2 Ina 17-, Hr. anc124. Sara, Pins ara compcsatl tone mann.. al Oa lop. A valler et Pan ono. on,. weenie an adial4 is ,Tenancy aw.p.a abatA,7 Pam. Nan top Do washor veil not a.. The and Ofeawire la as at a AS dagrin nPSla Icylazy Pa.al,.u.naN.lioN wash,. mann to c.a.ANansoa m,mann [carol reor .Sarwewas. ealN enure, am mOA P N .dwroi eS aw. Ina wawa ronwenawsy AN.. no marry amo .NmbwGnaWant.. e.ataa atracaapWaeo5z Pape PP•oow.mun Aron a...ar;mxay TS in. ey VA a a.... by 1, eel. T.Nan. A memon olnnonnly2 in. I5,4:011waaa van nndwaa:.aana wiyw.ynoe NIw.. Tin Arafat. MTPEPawrood Awwro amr.Inm. VEGETATION ESTABLISHMENT P. Prepare �od.,o loosen. 50 to 76 nonce, In manna n a.SPa, .Ia... Ina Ma Any.. I.M.anon na Iowan Select a. app.y son amendments and Manor. lc soadr. ate.. rAIS XP-TRMamlm.wa moon soli natal.Mm wrMre. a na decent.w .a ae.naeada. awn Moroni Nnee4. road Lr ha 414.140.44011404. wn Pr.nia nom. winnow, 44400 is Na nnS. T. inblaNse lorRAMATIP POHETRManall IN Loll filled 004 sa.. eaeon. PCAI a�,a.My.�µaoSSPFCE�Mm peo Macon.. Mnece I4a nreab as a....„nN.�raner.raan.a�.a.rr.w,an..w0N.a amrolm2m�PaawN� aNawE�a40,31.1 a. SUMS 'INSTALLATION BEGINS Prop. A nroconst nn meet. isauspeaw web uw curelrWwn team nm.r.geeanulno from Pm.. This mooing N.M. RAMA. by naLuntraLIA wen a Wm, a Iwo oat. IPA.. Caner. Tons Neap.] Tons Nal you al nand melon national 615PIPTRN and Wm mem., nvePNawm a a veg orwn�«mewnmenI snot..OMermlea poor to meo.wrm oluMiw ^T arterenl.p.M14,ewmlaxmvS l.an.c P name coo... Facer Welearta tor Ina Mat, nave manna. portlainas SEE NOTE 1 ' PREPARED SEEDBED SEE NOTE 0 SEE NOTE 3 PIN PIN SCHEDULE VICE PIN P I „ SPZIZr VERTIGO. :IPSam, PIN SPACING S. rxwI DIAMETER • DIAMETER STEEL SEE NOTE FOR PIN DESCRPTION i-SEE NOTE5 SEED. SELECT P ILL I.MIERML ENGNEEN OP RECORD Propexl GEOSOLUTIONS 1 C zp,T .P. DPnb.g COlrtsny. LL. COMPACTED SACKPLL Pk. ON 1? DEran I Pan., CENTERS. D rn _ SEC DETAILS TOP OF SL.•E ' UP STREAM PREVAILING WIof ROLL EDGE - FLOW SEE NOTE, DETAC 6 OVERLAP AT NOLL ENDDEMDL OCTAL SAIDLATED CHECK SLOT DETAC DEIAILT: RRE: _ IN SLOPE tatrmacE SEE NOTE I AVIAN( DR NEAR MIDPDwi a SLOPE. wsmt_. _ =ONa PNEVADNG WIND FrI=C loNOPPREVAEINGAPED HACAPIUL rTPo Ara PINS ON 12. I 6EE DEruL 5 TRENCH toOEAEAN TTn E0AI 75, COMPACTED • MO earn, EWLl aI5 SEE M 5 ._ERmNAS NE51?9 .cR I .MI EROSION CONTROL INSTALLATION DETAILS _ Please now N w. re y ndpunland.lo .omen .a, Lon a USGPS wand may Pa a aPay.wa� sen Any own 'ate or anal es.N.awyam....m.w.,y Poe 11..4 50,.40) mHIGH PERFORMANCE TURF REINFORCEMENT MAT (HPTRM) • PYRAMAT PYRAMATEI 75 INSTALLATION DETAILS FOR CHANNELS Z7: •ALL DIMENSIONS ARE TOSE VERN.. ENGINEER OP RECORD HIGH PERFORMANCE TURF REINFORCEMENT MAT 1 PYRAMAT 75 INSTALLATION DETAIL NOT TO SCALE Bar Measures 1 inch, otherwise drawing not to scale x r a 12 S PP a F 0 0 A 0 WASTE MANAGEMENT PROJ: 117-2422273 DESN: JAB DOWN: JJA CNND: CSS C-500 S \T-ZIWASTE MANAGEMENT117-2402273-WM-VCR 25 IMPROVEMENTS107-CADGSHEETFILESIDETAILS DRAINAGE.DWG- ANDRYAUSKAS, JEREMY 3/2/2022 11:38:53 AM - E D C B A 1 2 3 4 5 6 12" TYPE II BEDDING NWTERWL-` EDGE ANCHOR FLOW 1'd NYN. OVERLAP SEE OEOTECHNICAL NOTES SHEET G-004 FOR SUBGRADE PREPARATION. NOTES: 1. FABRIC SHALL BE MIRAFI FW3o0 OR APPROVED EQUAL. PLACE FABRIC STARTING DOWNSTREAM AND WORKING UPSTREAM. 2. INSTALL EDGE ANCHOR AT ALL LAPS AND FABRIC EDGES. TYPICAL RIPRAP, BEDDING, AND CDFILTER FABRIC PLACEMENT DETAIL NTS TYPE II BEDDING GRADATION TABLE PERCENT WEIGHT PASSING BY US STANDARD SIEVE SIZE SQUARE -MESH SIEVES TYPE II CDOT SECT 703.09 CLASS A T SO-100 1 1R"" — SIC 2080 3,a- — w 0-20 015 — 0100 _ 0200 0-5 TYPICAL TYPE II OBEDDING GRADATION NOT TO SCALE CULVERT TYPE L SLOPE RIPRAP WRAH FWJOO ..... .,. ,—, FABRIC WIDTH AS SHOUtd ON 1 TYPE II STORM PLANS i— BEDDING FLARED END SECTION TYPE L SLOPE RIPRAP 0 APRON LENGTH AS SHOWN ON DRAWINGS BURIED RIPRAP APRON 12" TYPE II BEDDING 2D. THICK WRAF' FWJ00 FABRIC RIPRAP OCULVERT END DETAIL NTS RIPRAP GRADATION TABLE RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (IN) O50 (IN) TYPEL 70-100 IS B 50.]0 12 3530 0 2-10 3 CDRIPRAP GRADATION NOT TO SCA. Bar Measures I inch, otherwise drawing not to scale i g S S S 12 B 12 f 9 S A S S 9 S C re O S S S WASTE MANAGEMENT PROJ: 117-2402273 DOSS: JAB DOWN: JJA CHKD: GSA C-501 right: Tetra Tech 3/2/2022 11:39:12 AM - V /T-Z\WASTE MANAGEMENT117-2402273 - WM-WCR 25 IMPROVEMENTS 107-CAD\SHEETFILESIEROSION CONTROL BMP DETAILS.DWG - ANDR E D C B A Vehicle Tracking Control (VTC) SM-4 SIDEWALK OR OTHER PAVED SURFACE PUBLIC ROADWAY INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION. USE COOT SECT. #703, MSHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK r 9" (MIN.) 50 FOOT (MIN.) COMPACTED SUBGRADE SECTION A 20 FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON 80TH SIDES) 9" (MIN ) UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #703. MSHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK _ NON -WOVEN GEOTEXTILE FABRIC BETWEEN SOIL AND ROCK T NON -WOVEN GEOTEXTILE FABRIC VTC-1. AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SM-4 Vehicle Tracking Control (VTC) STARIII7Fn CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 1. SEE PLAN VIEW FOR - LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). - TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRW). 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE MU. BE LIMITED VEHICULAR ACCESS. 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT—OF—WAYS. 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5. A NON —WOVEN CEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, PASHTO #3 COARSE AGGREGATE OR 6' (MINUS) ROCK. I. INSPECT BMPs EACH WORKDAY, MID MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONOmON. INSPECTIONS MID CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. NOTE MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UOFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ALAPTF.O FROM GOY OF OROONrELO, COLORA00. NOT AVNLA&E IN 5.0000) VTC-3 VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Bar Measures I inch, otherwise drawing not to scale x g• B 13 3 02 it O F 0 13 s 13 1 13 1 WASTE MANAGEMENT PROJ: 117-2402273 DESK. JAB DRWN: LAW CHKD. CBS C-502 9.13 AM - V:\T-Z\WASTE MANAGEMENT1117-2402273 - WM-WCR 25 IMPROVEMENTS107-CAD\SHEETFILES\EROSION CONTROL BMP DETAILS.DWG - ANDRYAUSKAS, JEREMY E D C B A 2 1 3 4 5 6 Silt Fence (SF) SC -1 SC -1 SILT FENCE GEOTEXDLE COMPACTED BACKFILL FLAW EXISTING GROUND 6" MIN AT LEAST 10" OF SILT FENCE "TAIL" SHALL BE BURIED SILT FENCE ROTATE SECOND POSTS SHALL BE JOINED AS SHOWN, THEN ROTATED 180 DEG. IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND IN 1 15" X 115• (RECOMMENDED) WOODEN FENCE POST WITH 10' MAX SPACING TYP. POSTS SHALL OVERLAP AT JOINTS SO THAT NO CAPS EXIST IN SILT FENC THICKNESS OF GEOTEXPLE HAS BEEN EXAGGERATED, TYP SECTION A SF -1. SILT FENCE November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) 511 T FFNC.F INSTAI I ATION NOTES 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONOING AND DEPOSITION. 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCE INSTALLATION DEVICE. NO ROAD GRADERS. BACKHOES. OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. 5. SILT FENCE FABRIC SHALT BE ANCHORED TO THE STARES USING I" HEAVY DUTY STAPLES OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE !TAKE. 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J -HOOK." THE "J -HOOK" EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY TO' - 20'). 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTMTIES. 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED -TO--IRNNTAN!-THIS-fuNCTIONA#M- OF--TNEBMPL-TYPIGALLY—WHEN' DEPTH---0E-ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING. OR COLLAPSE. 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. coma. MAPIEO FRON TOWN OF PARKER, COL01000 NW Ow OP AMOR, NOT AWAKE N AUIOGU) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SF -3 SF -4 Urban Drainage and Float Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Bar Measures 1 inch, otherwise reeving not to scale S 3 6 S I 3 S S 3 U S 3 S tO B I S I E 0 WASTE MANAGEMENT PROD: 117-2402273 OEaM: JAB ORWN: LAW CHILD: C-503 312202211:39:14 NA - V \TZ\WASTE MANAGEMENT117-2402273 - WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\EROSION CONTROL BMP DETAILS.DWG- ANDRYAUSKAS. JEREMY E D C B A 2 3 4 5 6 Sediment Control Log (SCL) SC -2 CENTER !TC FLOW "_ . C L tY" , IKa" 'R" ;MIN) WOODEN STAKE 5" DIAMETER ;KIN, lSEDIMENT CONTROL LOG NOTES: I. LARDER DIAMETER SEDIMENT L'.ONTNUL LOCO MAY NEED T1 DE EMBEDDED DEFER. 2.I -LADE LOC A;;AINDI SIDEWALK DR BOCK OF DURD WHEN A0IACERT TD THESE FEETSLES TRENCHED SEDIMENT CONTROL LOG t':MI'A::TE Ew,coPTE. TRENCH `AIL ' ENTER STAKE IN coNTDoL L:::; - ';IAMETE I. ALIMENT CONTROL LUc: Lois SECTION TRENCHED SEDIMENT CONTROL LOG 'N, ERLA.O 'MIN 'MIN) WDOCE. STAKE 5' DIAMETER ;MIN) 1_- SE.IIMENT =::JNTCL LOC LOG JOINTS SCL-1. TRENCHED SEDIMENT CONTROL LOG November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SC -2 Sediment Control Log (SCL) ON CENTER Lru CL' 'IL . 1,. HR" ;IAN; Y55LDEN ',TAKE ii" DIAMETER ;MIN; Ccxor'a`T SE:IIMENr LCI.TROL LOIS NOTES' THIS DETAIL IS FOC ODE WITH SEDIMENT CONTROL LOOS THAT ARE A 0112000 OF 5 LH/FT ',.?LACE LOG A:aINST SIDEWALK EN AACV. OF LUR3 WHEN ADJACENT TO THESE FLACTURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) L HLISWN.VLALED FILTER MEDIA ;1. ;DOOR FLOW - CENTER STAKE IN CONTROL LOG CIARETE+ LOIN) C MOST E.IMENT CONTROL LC SECTION COMPOST SEDIMENT CONTROL LOG 2' OSOESALK" HAND Cw" a '5' . Ia, (.MIN) WOODEN ;TAKE. 9' DIAMETER (TAN) j,.,_ --- SEDIMENT D.". NTKnL LOS LOG JOINTS SCL-2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Bar Measures.' inch, otherwise drawing not to scale S 0 S S 8 12 A S 0 0 S 0 0 0 S 3 I S WASTE MANAGEMENT PRa: 117-2402273 DESK: JAB DOWN' LAW CHILD: CSS C-504 Copyright: Tetra Tech 3/2/2022 11:39.14 AM - VAT-RWASTE MANAGEMENT117-2402273 - WM-WCR 25 IMPROVEMENTS \07-CADISHEETFILES\EROSION CONTROL BMP DETAILS.DYVG - ANDRYAUSKAS, JEREMY E D C B A 1 2 3 4 5 6 Sediment Control Log (SCL) SC -2 LOU ECU TI,EV:AE1, ScLs V,.? F_1R ,,JMFOST SCLs SCL-3. SEDIMENT CONTROL LOGS TO CONTROL, SLOPE IFNCTl- E'+TI„AL PPLIF,; VLOIES OE'EIUIS N CU. EIR. Ce1Tll.-._o,is ,CL AT PERIMETER Y COSSTLCCTTUI, SITE November 2015 Urban Drainage and Flood Control District SC -2 Sediment Control Log (SCL) SEDIMENT CONTROL LOG INSTALLATION NOTES I. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND —DISTURBING ACTIVYSES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST. EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS. HOLES AND OBVIOUS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY TN OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT ARE B LB/FT DO NOT NEED TO BE TRENCHED. 5. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL CR FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN PLACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOC. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST LOGO SHOULD BE STAKED IC' ON CENTER. SEDIMENT CONTROL LOG MAINTFNAN'F NOTES 1. INSPECT RMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPo SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMP0 AS SOON AS POSSIBLE (ANC ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE. 2 FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPn IN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3 WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INRLATED UPON DISCOVERY OF THE FAILURE 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 21 OF THE HEGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION. COMPOST FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED ANO THE AREA SEEDED IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL SEEDED AND MULCHED OR OTHERMSE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (omits A AMO RAON TOWN OF 101 JAX COLORADO. O Jam.. COUNTY. COLORADO, WUGI. S COUNTY, rn BNB, mot OTT OF AMIORN COLORADO. NOT AVAILABLE IN AUTOCAO) OQTEL MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS 'Ti) WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SCL-5 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Bar Measures 1 inch, otherwise drawing not to scale 8n P S 3 I E ID 6 S B 6 S ID 6 S 2 B C 3 I I 1 WASTE MANAGEMENT Pam: 117-2402273 DESN: JAB DRWN: LAW CHKD: CBS C-505 3/2/2022 11.39'17 AM - V/T-Z\WASTE MANAGEMENT\ 117-2402273-WM-WCR 25 IMPROVEMENTS107-CAD/SHEETFILES\EROSION CONTROL BMP DETAILS.DWG-ANDRVAUSKAS, JEREMY E D C B A 1 1 1 Inlet Protection (IP) SC -6 SECTION A CULVERT END SECTION ROCK SOCK CULVERT INLET PROTECTION PLAN T' 10" MIN. _ KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP KEY IN ROCK SOCK 2' ON EARTH SECTION B CIP-1. CULVERT INLET PROTECTION SIIl VFRT INI FT PROTECTION INSTAJ I ATION NOTED 1. SEE PLAN VIEW FOR -LOCATION OF CULVERT INLET PROTECTION, 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING DETAIL. VIII VFRT INIFT PROTECTION MAINTFNANFF NOTFN L RACKELL. UPSTREAM ROCK OF WATTLE SOCK 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTEnrvwE OF-8MPs SHOULDWEPROACTIVE, NOT REACTIVE. INSPECT BMPs_-AS -SOON PS — 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 SUPS HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4 SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS 15 THE HEIGHT OF THE ROCK SOCK. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. (ORALS ADOPTED PRUY AURORA COL0.00, NOT AVNLAINE IN NROGD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-7 SC -6 Inlet Protection (IP) GENERA] INI FT PROTECTION INSTAL I ATION NOTED 1. SEE PLAN VIEW FOR: -LOCATION OF INLET PROTECTION. -TYPE OF INLET PROTECTION (IP.1, IP.2. IP.3, IP.4, IP.5, IP.6) 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE GNP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH L(VAI JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPN HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50A OF CAPACITY, A DEPTH OF 6' WHEN SILT FENCE IS USED. OR Y OF THE HEIGHT FOR STRAW BALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED. THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (OETAA, ADAPTED FR. form Or PARKER. COLORADO AND COY or AURORA COWL O, NOT AVNuaE IN AUTOCAD) BM; MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LTU"AT JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NQI THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWAP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE. SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. IP-8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Bar Measures 1 inch, otherwise drawing not to scale E ys } S S S ii H w S m E C 3 B R 1 w S O a a S WASTE MANAGEMENT Tn J_ n H w as "8O aN z �y° O 0 Sp z ETn 0 W PROD: 117-2402273 DERN. GRAIN: GHKD: JAB LAW Gas C-506 E D O 0 U O 0 C. O B A 1 2 3 4 5 6 EC -8 Temporary Outlet Protection (TOP) Temporary Outlet Protection (TOP) EC -8 3(Do) EXTEND RIPRAP TO HEIGHT OF CULVERT OR NORMAL CHANNEL DEPTH. WHICHEVER IS LESS A\ 4(Do) TEMPORARY OUTLET PROTECTION PLAN Lo NON —WOVEN GEOTEX TILE SECTION A r0 2 0 050 L KEY IN TO 2 X D50 AROUND PERIMETER TABLE OP -1. TEMPORARY OUTLET PROTECTION SIZING TABLE PIPE DIAMETER, Do (INCHES) DISCHARGE, S (CEO) NGH. ENGTTH, LLn (�) RIPRAP 050 DUNIEIER MIN (INCHES) B 2.5 5 5 10 4 6 12 5 0 10 13 4 6 18 10 20 30 40 10 16 23 26 6 9 12 16 24 30 40 50 60 16 26 26 30 9 9 12 16 OP -1. TEMPORARY OUTLET PROTECTION TOP -2 Urban Drainage and Hood Control District TEMPORARY OUTLET PROTECTION INSTALLATION NOTES 1. SEE PLAN NEW FOR -LOCATION OF OUTLET PROTECTION. -DIMENSIONS OF OUTLET PROTECTION. 2 DETAIL IS INTENDED FOR PIPES WITH SLOPE S. 10%. ADDITIONAL EVALUATION OF RIPRAP SIZING AND OUTLET PROTECTION DIMENSIONS REQUIRED FOR STEEPER SLOPES. 3. TEMPORARY OUTLET PROTECTION INFORMATION IS FOR OUTLETS INTENDED TO BE UTILIZED LESS THAN 2 YEARS. TEMPORARY OUTLET PROTECTION INSPECTION AND MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE. NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. J. WHERE BMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. NOTE- MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UOFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FPCN AURORA. COLORADO AND PREMOUS VERSION OF VOWME 3, NOT AVAILABLE W AUTOCAD) November 2010 November 2010 Urban Drainage and Flood Control District TOP -3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Bar Measures 1 inch, otherwise drawing not to scale 6 6 8 S R 3 S l7 S C S jw C E Q O S ti..3 U a WASTE MANAGEMENT PROD: 117-2902273 DENN: JAB DRWN: LAW CHKD: CBS C-507 Hello