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Home My WebLink AboutNORTHFIELD COMMONS - FDP210022 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSSITE 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)NORTHFIELD COMMONSCOVER SHEET9/8/21 N/A N/A ACM JTC 21-1037-00 C0.00 1 18 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 #43-97 ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL BRIDGE AT NORTH LEMAY AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE AND CONIFER STREET ELEV= 4960.11 CITY OF FORT COLLINS BENCHMARK #12-07 SOUTH SIDE OF VINE DRIVE ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK BASIN 0.4 MILES EAST OF NORTH LEMAY AVENUE ELEV= 4947.86 BASIS OF BEARINGS: 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) = 4960.11 (NAVD88 DATUM) - 3.17' NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4947.86 (NAVD88 DATUM) - 3.18' UTILITY CONTACTS: CIVIL PLANS FOR NORTHFIELD COMMONS A REPLAT OF TRACTS U AND V OF NORTHFIELD LOCATED IN THE SOUTHEAST 1/4 SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE P.M. CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO SEPTEMBER 2021 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 COMM COMMUNICATION CON CONDENSATE CONC CONCRETE COORD COORDINATION 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 EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE ESMT EASEMENT EST ESTIMATE(D) EX EXISTING EVC END VERTICAL CURVE F FIRE LINE FCLWD FORT COLLINS LOVELAND WATER DISTRICT 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 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 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 SFCSD SOUTH FORT COLLINS SANITATION DISTRICT 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 TR5 TIMNATH RACH SUBDIVISION- 5TH FILING TF TOP OF FOUNDATION TOS TOP OF STEP TS TOP OF SLAB TW TOP OF WALL TYP TYPICAL XS CROSS SECTION UD UNDERDRAIN UE UTILITY 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 N W E S 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 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 LIGHT & POWER City of Fort Collins Light & Power 700 Wood Street Fort Collins, Colorado 80522 Contact: Luke Unruh Ph. 970.416.2724 STORMWATER,WATER & WASTEWATER City of Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80522 Contact: Dan Mogen Ph. 970.221.6192 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 DEVELOPERS Landmark Real Estate Holdings 6341 Fairgrounds Ave, Suite 100 Windsor, CO 80550 Ph. 970.460.0567 Mercy Housing 1600 Broadway, Suite 200 Denver, CO 80202 Ph. 303.830.3470 ENGINEER Highland Development Services 6355 Fairgrounds Ave, Suite 100 Windsor, CO 80550 Ph. 970.674.7550 LANDSCAPE ARCHITECT The Birdsall Group 444 Mountain Ave Berthoud CO, 80513 Ph. 970.532.5891 SURVEYOR PLS Group 532 W 66th Street Loveland, CO 80538 Ph. 970.669.2100 ARCHITECT alm2S 712 Whalers Way, Bldg B, Suite 100 Fort Collins, CO 80525 Ph. 970.223.1820 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. 42122PROJECT CONTACTS: INDEX OF SHEETS Sheet No.Discipline No.Description of Sheets 1 C0.00 COVER SHEET 2 C0.01 GENERAL NOTES 3 C0.02 EXISTING CONDITIONS 4-5 C1.00-C1.01 HORIZONTAL CONTROL PLAN 6 C2.00 DRAINAGE & EROSION CONTROL PLAN 7 C2.01 DETAILED GRADING PLAN 8 C3.00 OVERALL UTILITY PLAN 9 C3.01 SANITARY SEWER PLAN & PROFILE 10 C3.02 WATERLINE PLAN & PROFILE 11 C3.03 STORM PLAN & PROFILE 12-18 C4.00-C4.06 CONSTRUCTION DETAILS Remove 9/28/20219/28/2021 HDS RESPONSE: HEADING REMOVED F FW WFWFWF FF F WWWWCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACT COMPACT COMPA C T COMP A C T COM P A C T COM P A CT SS01 PROFILE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+00 SS01 PROFILE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 16+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+50 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)NORTHFIELD COMMONSSANITARY SEWER PLAN & PROFILE9/8/21 1" = 40' 1" = 4' ACB1 JTC 21-1037-00 C3.03 9 18 N W E S 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 0 SCALE: 1" = 40' 80402040 HORIZONTAL VERTICAL SCALE: 1" =4' NOTES: 1.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 DEVELOPMENT STANDARDS. 2.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 3.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 4.ALL SANITARY SEWER, STORM SEWER, AND WATER MAINS AND SERVICES MUST MAINTAIN MINIMUM 10' HORIZONTAL AND 18" VERTICAL SEPARATION. 5.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 6.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 7.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 8.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 9.ADJUST ALL EXISTING UTILITIES TO FINISHED GRADE.MATCHLINE(SEE BELOW)MATCHLINE(SEE ABOVE)CONSTRUCTION NOTES: CONCRETE ENCASE (6" MINIMUM) SSWR FOR 10' MINIMUM PAST POINT OF CROSSING. Line Over Text 9/28/2021 Incorrect Sheet Numbering HDS RESPONSE: CORRECTED HDS RESPONSE: NUMBERING IS CORRECTED F FW WFWFWWFWF F WWCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACT COMPACT COMPA C T COMP A C T COM P A C T COM P A CT STEELEY DRIVETRACT A TRACT B TRACT C (D&UE) POND D SD01 PROFILE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+50 FWD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS NORTHFIELD TRACT W (D,U,&AE) SD02 PROFILE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50 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)NORTHFIELD COMMONSSTORM PLAN & PROFILE9/8/21 1" = 40' 1" = 4' ACB1 JTC 21-1037-00 C3.01 11 18 N W E S 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 0 SCALE: 1" = 40' 80402040 HORIZONTAL VERTICAL SCALE: 1" =4' NOTES: 1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. 6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE SPRINGLINE OF THE PIPE. CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NO CASING OR ENCASEMENT REQUIRED UNDER ADS HP STORM ONLY, SPECIFIC APPROVAL NEEDED UNDER RCP. 9/28/2021 Incorrect Sheet Numbering HDS RESPONSE: NUMBERING IS CORRCTED