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Home My WebLink AboutSEVEN GENERATIONS MULTIFAMILY - MJA220002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSITE E. DRAKE RD UNION PACIFIC RAILROADS. TIMBERLINE RDE. HORSETOOTH RDS. LEMAYAVEREVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)SEVEN GENERATIONS MULTIFAMILYCOVER SHEET9/14/22 N/A N/A JTC JTC 22-1057-00 C0.00 1 0 Preliminary CIVIL PLANS FOR SEVEN GENERATIONS MULTIFAMILY BEING LOT 2 AND THE SOUTH 85 FEET OF THE WEST 410 FEET OF LOT 4 OF THE NEW HAMPSHIRE SUBDIVISION, SITUATED IN THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE COLORADO SEPTEMBER 2022 PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS PROPOSED ELECTRIC LINEEXISTING ELECTRIC LINE EXISTING TELEPHONE LINE PROPOSED FIRE HYDRANTEXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV LINE PROPOSED CABLE TV PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT EXISTING ROW Vicinity Map Scale: 1" = 1000' PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #43-01 EAST SIDE OF TIMBERLINE ROAD, AT THE SOUTH ENTRANCE TO C.S.U. RIGDEN FARM, ON THE NORTH END OF THE HEAD WALL OF A STORM DITCH ELEV= 4937.02 CITY OF FORT COLLINS BENCHMARK #12-93 NORTHWEST CORNER OF HORSETOOTH ROAD AND TIMBERLINE ROAD, ON A SIGNAL POLE BASE ELEV= 4957.08 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4937.02 (NAVD88 DATUM) - 3.18' NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4957.08 (NAVD88 DATUM) - 3.19' UTILITY CONTACTS: ABBREVIATION LIST ABC AGGREGATE BASE COURSE AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BLDG BUILDING BE BUILDING ENVELOPE BFV BUTTERFLY VALVE BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BVC BEGINNING VERTICAL CURVE BW BOTTOM OF WALL C&G CURB & GUTTER CATV CABLE TELEVISION CDOT COLORADO DEPARTMENT OF TRANSPORTATION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT COFC CITY OF FORT COLLINS COMM COMMUNICATION CON CONDENSATE CONC CONCRETE COORD COORDINATION CS CURB STOP DE DRAINAGE EASEMENT D&UE DRAINAGE & UTILITY EASEMENT D,U,AE DRAINAGE, UTILITY & ACCESS EASEMENT DEMO DEMOLITION DIA DIAMETER DIP DUCTILE IRON PIPE E EAST(ING) EAE EMERGENCY ACCESS EASEMENT EEA EASEMENT EXCLUSION AREA EG EXISTING GROUND EL ELEVATION ELEC ELECTRIC EM ELECTRIC METER EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE ESMT EASEMENT EST ESTIMATE(D) EX EXISTING EV ELECTRIC VEHICLE (CHARGING STATION) EVC END VERTICAL CURVE F FIRE LINE FCU FORT COLLINS UTILITIES FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GM GAS METER GND GROUND GV GATE VALVE HBP HOT BITUMINOUS PAVEMENT HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HW HEADWALL IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) LCUASS LARIMER COUNTY URBAN AREA STREET STANDARDS LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM N NORTH(ING) NA NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY P&UE PEDESTRIAN & UTILITY EASEMENT PE PEDESTRIAN EASEMENT PERF PERFORATED PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PCR POINT OF CURB RETURN PH POTHOLE PI POINT OF INTERSECTION PL PROPERTY LINE PP POWER POLE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE R&R REMOVAL & REPLACEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE RJ RESTRAINT JOINT ROW RIGHT-OF-WAY RT RIGHT SCH SCHEDULE S SOUTH SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SRVC SERVICE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN-OUT SSMH SANITARY SEWER MANHOLE SSWR SANITARY SEWER STA STATION SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TBR TO BE REMOVED TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TS TOP OF SLAB TW TOP OF WALL TYP TYPICAL XMER ELECTRICAL TRANSFORMER XS CROSS SECTION UD UNDERDRAIN UE UTILITY EASEMENT U&DE UTILITY & DRAINAGE EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VIF VERIFY IN FIELD VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE OR WEST WL WATERLINE WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION LIGHT & POWER Fort Collins Light & Power 700 Wood Street Fort Collins, Colorado 80522 Contact: Luke Unruh Ph. 970.416.2724 WATER, WASTEWATER & STORMWATER Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80522 Contact: Dan Mogen Ph. 970.305.5989 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.490.7501 CABLE SERVICE Comcast 1201 University Dr. Fort Collins, Colorado 80521 Contact: Don Kapperman Ph. 970.567.0245 DEVELOPER Black Timber Builders 417 Jefferson St Fort Collins, CO 80524 Ph. 970.657.2399 ENGINEER Highland Development Services 6355 Fairgrounds Ave, Ste 100 Windsor, CO 80550 Ph. 970.674.7550 LANDSCAPE ARCHITECT Ripley Design 419 Canyon Ave, Ste 200 Fort Collins CO, 80521 Ph. 970.224.5828 SURVEYOR Majestic Surveying 1111 Diamond Vally, Ste 104 Windsor, CO 80550 Ph. 970.833.5698 ARCHITECT alm2S 712 Whalers Way, Bldg B, Ste 100 Fort Collins, CO 80525 Ph. 970.223.1820 PROJECT CONTACTS: CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R INDEX OF SHEETS Sheet No.Discipline No.Description of Sheets 1 C0.00 COVER SHEET 2 C0.02 EXISTING CONDITIONS & DEMOLITION PLAN 3 C2.00 DRAINAGE & EROSION CONTROL PLAN 4 C3.00 UTILITY PLAN I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. JASON T. CLAEYS P.E. NO. 42122 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Traffic Operations, Park Planning and Development, Stormwater Utility, Water & Wastewater Utility, City Engineer, APPROVED: Environmental Planner, Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date VERMONT DRIVE (54' ROW)EASTBROOK DRIVE(54' ROW)LOT 1 NEW HAMPSHIRE SUBDIVISIONUNION PACIFIC RAILROADTRACT A TIMBERLINE VILLAGE PUD (City of Fort Collins) (U&DE) EXISTING COMMERCIAL BUILDING FFE = 4950.70 REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)SEVEN GENERATIONS MULTIFAMILYEXISTING CONDITIONS & DEMOLITION PLAN9/14/22 1" = 20' N/A JTC JTC 22-1057-00 C0.03 2 0 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.CallKnow what's below. R 0 SCALE: 1" = 20' 40201020 N W E S APPROX LIMITS OF SAWCUT LINE DEMO STRUCTURE/UTILITY/ LIGHT/ ETC DEMO ASPHALT / SITE FEATURES DEMO UTILITIES LEGEND NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS, AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8.REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 9.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS VERMONT DRIVE (54' ROW)EASTBROOK DRIVE(54' ROW)LOT 1 NEW HAMPSHIRE SUBDIVISION EXISTING COMMERCIAL BUILDING FFE = 4950.70 SEVEN GENERATIONS MULTIFAMILY BUILDING FFE = 4951.85 100-YR FP 100-YR FP100-YR FPUNION PACIFIC RAILROADTRACT A TIMBERLINE VILLAGE PUD (City of Fort Collins) (U&DE) FILTRATION GALLERY EXISTING STANDARD WATER QUALITY POND REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)SEVEN GENERATIONS MULTIFAMILYDRAINAGE & EROSION CONTROL PLAN9/14/22 1" = 20' N/A JTC JTC 22-1057-00 C2.00 3 0 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.CallKnow what's below. R N W E S 0 SCALE: 1" = 20' 40201020 BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS VERMONT DRIVE (54' ROW) LOT 1 NEW HAMPSHIRE SUBDIVISIONUNION PACIFIC RAILROADTRACT A TIMBERLINE VILLAGE PUD (City of Fort Collins) (U&DE) EXISTING COMMERCIAL BUILDINGFILTRATION GALLERY SEVEN GENERATIONS MULTIFAMILY BUILDING REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)SEVEN GENERATIONS MULTIFAMILYUTILITY PLAN9/14/22 1" = 20' N/A JTC JTC 22-1057-00 C3.00 4 0 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.CallKnow what's below. R N W E S 0 SCALE: 1" = 20' 40201020 NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DESIGN CRITERIA MANUAL. 3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER, UNLESS OTHERWISE APPROVED. 5.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 6.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 7.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 8.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 9.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 10.UNDERDRAIN (UD) PIPES SHALL BE PERFORATED 6" SDR 35 PVC WITH TWO (2) 1 2" DIAMETER HOLES 6" O.C. 120° APART PLACED ALONG THE BOTTOM SIDE OF PIPE. PIPE TO BE INSTALLED WITH GASKETS AND IN COMPLIANCE WITH ASTM D2321. 11.MAINTAIN A MINIMUM OF 6" OF WASHED CRUSHED ROCK BELOW AND ALONG ALL SIDES OF DRAIN PIPES. 12.THE UNDERDRAIN DRAIN ROCK SHALL BE FREE-DRAINING WASHED CRUSHED ROCK AND CONFORM TO CDOT No. 57 OR 67 GRADATIONS, OR ACCEPTED SUBSTITUTION. 13.CLEAN-OUTS SHALL BE CONSTRUCTED SUCH THAT NO SURFACE LOAD WILL BE TRANSFERRED TO THE MAIN, WYE, BEND, OR RISER PIPE.