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Home My WebLink AboutFORT COLLINS NISSAN-KIA - FDP220011 - DOCUMENT MARKUPS - ROUND 1 - UTILITY PLANSSMOKEY ST.VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE MILKY WAY DRIVE MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK TRAI L FOSSIL CREEKTRAILBNSF RAILROAD#5822#5828#5834#200#206#214#218 #201 #5836#5835#5817 EXISTING #224#230 NISSAN DEALERSHIP BUILDING KIA DEALERSHIP BUILDING PROPOSED 8" WATER EXISTING 24" IRRIGATION PIPE PROPOSED 8" SANITARY PROPOSED 8" WATER CONNECT TO EXISTING 6" WATER SANITARY SERVICE CONNECT TO EXISTING 6" CAST IRON WATER CONNECT TO EXISTING 14" AC WATER MAIN PROPOSED STORM OUTFALL PROPOSED UNDERGROUND DETENTION EXISTING 14" AC WATER PROPOSED 24" NORTH LOUDON DITCH IRRIGATION BYPASS PROPOSED GAS TO BE RELOCATED WITH GRADING (SEE NOTE 11 & DETAILED UTILITY PLANS) PROPOSED WATER & FIRE SERVICES RELOCATED FIBER OPTIC VAULTPROPOSED SANITARY SERVICE PROPOSED 24" IRRIGATION LINE PROPOSED STORM DRAIN CONNECT TO EXISTING SANITARY SEWER PROPOSED 8" SANITARY PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED 8" WATER LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 31 LOT 29 LOT 32 LOT 1 LOT 2 LOT 30 PROPOSED STORM PROPERTY BOUNDARY (TYP.) LOT 1 BLOCK 1 LOT 2 BLOCK 1 LOT 1 BLOCK 2 TRACT A TRACT B TRACT C TRACT D LOT 1 RISING SON MANOR SUBDIVISION SILVERTHORNE LLC WWW PROPERTIES LLC CITY OF FORT COLLINS EXISTING CULVERT TO REMAIN FOSSIL C R E E K LAN G G U L C H PROPOSED FIRE HYDRANT FOSSIL CREEK FLOODPLAIN/FLOODWAY FOSSIL CREEK FLOODPLAIN/FLOODWAY WATER & FIRE SERVICES EXISTING SANITARY STUB TO BE ABANDONED PER SFCSD STANDARDS PROPOSED TRANSFORMER PROPOSED TRANSFORMER PRIMARY ELECTRIC PER CITY OF FORT COLLINS PROPOSED FDC PROPOSED FDC PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANTVENUS AVENUEPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 80' 1" = N/A 6/15/202210:47:37 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN####C3.00 75OVERALL UTILITY PLAN15 NORTH0 80'160' SCALE: 1" = 80' 40' NOTES 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 5. WATER AND SEWER SERVICE PROVIDED BY THE FORT COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION DISTRICTS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER EACH DISTRICT'S STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 6. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6'. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 8. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 10. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR14 PVC. WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER. 11. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 12. REFER TO SHEETS C3.01 AND C3.02 FOR DETAILED UTILITY PLANS. 13. ALL UTILITIES IN THE CDOT ROW SHALL HAVE A CDOT UTILITY PERMIT ISSUED PRIOR TO ANY UTILITY CONSTRUCTION. A SEPARATE UTILITY PERMIT IS REQURED FOR EACH UTILITY BEING INSTALLED OR SERVICE CONNECTION IN CDOT ROW. CONTACT THE REGION UTILITY PERMIT COORDINATOR AT 970-683-6288. FORM #1233 THE UTILITY PERMIT APPLICATION IS AVAILABLE AT http://www.coloradodot.info/business/permits. 14. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987, TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND FACILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER. 15. EXISTING UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. (SUBSURFACE UTILITY ENGINEERING (SUE) STANDARD QUALITY LEVEL A OR B IS RECOMMENDED). 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AS NECESSARY TO INSURE THE UTILITIES WILL NOT BE IMPACTED BY CONSTRUCTION ACTIVITIES. 17. THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS ("EXCAVATION REQUIREMENTS") WHEN EXCAVATING OR GRADING IS PLANNED IN THE AREA OF UNDERGROUND UTILITY FACILITIES. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES AT LEAST TWO (2) BUSINESS DAYS, NOT INCLUDING THE ACTUAL DAY OF NOTICE, PRIOR TO COMMENCING SUCH OPERATIONS. 18. ALL UTILITIES SHALL BE INSTALLED OR RELOCATED PER THE CDOT UTILITY ACCOMMODATION CODE. LEGEND CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE ABANDONED GAS LINE G GAS METER IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE RIP RAP TELEPHONE LINE OVERHEAD TELEPHONE LINE UTILITY POLE AND GUY WIRES FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL COLLEGE AVE (HWY 287)FOSSI L C R E E K T R AI L CONNECT TO EXISTING 14" AC WATER MAIN EXISTING GAS MAIN PROPOSED 8" WATER SEE SHEET C3.20 STORM LINE A SEE SHEET C3.30 PROPOSED UNDERGROUND DETENTION AREA (SEE SHEET C3.50) PROPOSED 8" WATER SEE SHEET C3.21 NISSAN DEALERSHIP BUILDING EXISTING 24" IRRIGATION CONNECT TO EXISTING 24" IRRIGATION LATERAL EXISTING 14" AC WATER MAIN BUENO DRIVE PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT STORM LINE A10 SEE SHEET C3.31 FOSSIL CREEK FLOODPLAIN/FLOODWAY EROSION BUFFER LIMITS EXISTING WETLANDS PROPERTY BOUNDARY PROPERTY BOUNDARY VENUS AVENUETRACT C TRACT D LOT 1 BLOCK 1 EXISTING CULVERT TO REMAIN PROPOSED TRANSFORMER PROPOSED 6" FIRE SERVICE PROPOSED STRUCTURAL RETAINING WALLS SEE SHEETS C4.20 & C4.21 FIRE DEPARTMENT CONNECTION 9' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT SLOPE EASEMENT SLOPE EASEMENT PROPOSED UNDERGROUND WATER QUALITY AREA (SEE SHEET C3.50) PROPOSED SAND-OIL INTERCEPTOR PROPOSED 2" WATER SERVICE PRIMARY ELECTRIC PER CITY OF FORT COLLINS 20' DRAINAGE EASEMENT DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' UTILITY EASEMENT PROPOSED TRAFFIC SIGNAL (TYP.) (SEE SIGNAL PLANS) PROPOSED FIRE HYDRANT PUBLIC ROW OVERHEAD LIGHT PER CITY OF FORT COLLINS (TYP.) ONSITE OVERHEAD LIGHT (SEE ELEC. PLANS, TYP.) PUBLIC ROW OVERHEAD LIGHT PER CITY OF FORT COLLINS (TYP.) PUBLIC ROW OVERHEAD LIGHT PER CITY OF FORT COLLINS (TYP.) RELOCATED GAS LINE EXISTING XCEL GAS TO BE MOVED WITH GRADING (SEE NOTE 12 AND DRY UTILITY NOTES) STORM LINE G SEE SHEET C3.34 PROPOSED ROOF DRAIN SEE SHEET C3.36 PROPOSED ROOF DRAIN SEE SHEET C3.36 PROPOSED ROOF DRAIN SEE SHEET C3.36 STORM LINE A3.1 SEE SHEET C3.30 STORM LINE A3 SEE SHEET C3.30 STORM LINE A SEE SHEET C3.30 PROPOSED ROOF DRAIN SEE SHEET C3.32 STORM LINE A13 SEE SHEET C3.32 STORM LINE A14 SEE SHEET C3.32 STORM LINE A7 SEE SHEET C3.31 SANITARY SERVICE CONNECTION SEE SHEET C3.10 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 40' 1" = N/A 6/15/202210:47:51 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.01 75DETAILED UTILITY PLAN - NORTH16 NORTH0 40'80' SCALE: 1" = 40' 20' LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE N KEYMAP 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 3. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 4. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 5. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 6. WATER AND SEWER SERVICE PROVIDED BY THE FORT COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION DISTRICTS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER EACH DISTRICT'S STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6'. 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 10. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 11. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR14 PVC. WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER. 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE ABANDONED GAS LINE G GAS METER IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE RIP RAP TELEPHONE LINE OVERHEAD TELEPHONE LINE UTILITY POLE AND GUY WIRES FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL NOTES 1. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL GAS MAINS, SERVICES AND METERS. THE COST OF ALL SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE SERVICE LOCATIONS AS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. FINAL LOCATION TO BE DETERMINED BY XCEL, BUT SHALL MAINTAIN SPECIFIED CLEARANCES FROM OTHER UTILITIES. 3. ELECTRIC SERVICE TO BE PROVIDED BY CITY OF FORT COLLINS. THE CITY SHALL INSTALL SERVICE AND THE TRANSFORMER. THE COST OF ALL SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE SERVICE LOCATION AS SHOWN ON THIS DRAWING IS APPROXIMATE ONLY. FINAL LOCATION TO BE DETERMINED BY THE CITY, BUT SHALL MAINTAIN SPECIFIED CLEARANCES FROM OTHER UTILITIES. 4. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. DRY UTILITY NOTES STA: 9+50.00 N: 1427816.98 E: 3117518.71 BEGIN ALIGNMENT EX MH STA 10+00.00 N: 1427866.87 E: 3117515.47155.3 LF 8" SANITARY15' 15' MH A1 STA 11+55.34 N: 1428021.88 E: 3117505.39 254.7 LF 8" S A N I T A R Y MH A2 STA 14+10.05 N: 1428073.79 E: 3117754.76 343.4 LF 8" SANITARY MH A4 STA 17+53.50 N: 1428070.21 E: 3118098.19 93°CORE DRILL AND CONNECT TO EXISTING MH W/ KOR-N-SEAL PRODUCT OR APPROVED EQUAL EXISTING 8" SANITARY EXISTING 8" SANITARY 98°4" PVC @ 2.0%4" PVC @ 2.0% 4" SANITARY CLEANOUT 4" PVC @ 2.0% 4" PVC @ 2.0% 4" PVC @ 2.0% 4" SANITARY CLEANOUT 4" PVC @ 2.0% 168° STA: 18+00.00 N: 1428069.73 E: 3118144.69 END ALIGNMENT 15' 15' 15'COLLEGE AVE (HWY 287)VENUS AVENUENISSAN DEALERSHIP BUILDING KIA DEALERSHIP BUILDING LOT 2 BLOCK 1 LOT 1 BLOCK 1 UTILITY & DRAINAGE EASEMENT (WIDTH VARIES) 60' UTILITY & DRAINAGE EASEMENT EXISTING BUILDING TO REMAIN 18+00 9+5010+0011+0012+00 13+00 14+00 15+00 16+00 17+00 BLDG CONNECTION INV.=5015.00 4'' TEE INV.=5014.70 BLDG CONNECTION INV.=5017.25 FG=5022.25 45° BEND W/ CO INV.=5016.34 45° BEND INV.=5016.12 FFE=5020.00 FFE=5022.25 SAND OIL INTERCEPTER N:1428230.68 (CENTER) E:3118087.37 (CENTER) (SEE MECH. PLANS) SAND OIL INTERCEPTER N:1427981.37 (CENTER) E:3118090.51 (CENTER) (SEE MECH. PLANS) SEE MECH. PLANS FOR SERVICE LINES TO INTERCEPTOR SEE MECH. PLANS FOR SERVICE LINES TO INTERCEPTOR 4'' TEE INV.=5017.02 SANITARY A PROFILE STA: 9+50 - STA: 18+00 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00EX MHSTA: 10+00.00RIM 5011.3±INV. IN 5004.20 (N)INV. IN 5003.20 (E)INV. OUT 5003.10 (SW)155.3 LF 8" PVC @ 0.50%MH A1STA: 11+55.34RIM 5011.9±INV. IN 5005.18 (E)INV. OUT 5004.98 (S)254.7 LF 8" PVC @ 0.50%MH A2STA: 14+10.05RIM 5015.6±INV. IN 5006.65 (E)INV. OUT 5006.45 (W)343.4 LF 8" PVC @ 1.00%MH A4 (OUTSIDE DROP MH)STA: 17+53.50RIM 5020.5±INV. IN 5011.49 (N)INV. IN 5015.17 (S)INV. OUT 5010.09 (W)STA: 16+52.88INV.= 5013.61PROP. 24" STORMSTA: 14+66.72INV.= 5010.32PROP. 18" STORMGROUNDWATER BARRIER (SEE DETAILS)GROUNDWATER BARRIER (SEE DETAILS) CORE DRILL AND CONNECT TO EXISTING MH W/ KOR-N-SEAL PRODUCT OR APPROVED EQUAL PROPOSED GRADE @ PIPE CENTERLINE EXISTING GROUND STA: 14+43.84INV.= 5011.95PROP. UG ELECTRICSTA: 14+21.31INV.= 5009.19PROP. 8" WATERSTA: 13+87.05INV.= 5012.08PROP. UG ELECTRICGROUNDWATER BARRIER (SEE DETAILS) 18" MIN. EXISTING 8" SANITARY PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORK PERMIT FROM THE CITY OF FORT COLLINS SHALL BE OBTAINED FOR CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. 5. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 6. MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SANITARY & WATERLINES IS 10 FEET. 7. WATER MAINS CROSSING OVER A SANITARY OR STORM SEWER SHALL MAINTAIN AN 18" VERTICAL EDGE TO EDGE CLEARANCE. WATER MAINS CLOSER THAN 18" OR UNDER SEWERS SHALL BE ENCASED. 8. MINIMUM DEPTH OF COVER FOR WATER MAINS IS 5.0 FEET, MAXIMUM 6.0 FEET. 9. SANITARY SEWER MAIN AND SERVICES SHALL BE SDR-35 PVC. 10. ALL MANHOLES SHALL HAVE THE CONICAL (TOP) SECTION OF THE MANHOLE ROTATED SO THAT THE RIM AND LID ARE LOCATED AWAY FROM CURB AND GUTTER, TOWARD THE CROWN OF THE ROAD. 11. REFER TO WATER AND STORM PLAN AND PROFILES PLANS FOR CROSSING INFORMATION OF SANITARY SEWER SERVICES. 12. ALL CLEANOUTS IN PAVED AREAS SHALL BE TRAFFIC RATED. NOTES LEGEND PROPOSED BUILDING N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE IRRIGATION LINE SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE RIP RAP FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN WATER SERVICE WATER METER DRY UTILITY CONDUIT DS THRUST BLOCK GATE VALVE FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL 0 50'100' SCALE: 1" = 50' 25'NORTH1" = 50' 1" = 5'6/15/202210:48:14 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.1X - SANITARY PLAN & PROFILES.DWGC3.1X - SANITARY PLAN & PROFILES####C3.10 75SANITARY SEWER PLAN & PROFILE - LINE A18 9+50 10+00 11+00 12+00 13+00 14+00 15 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 STA: 9+50.00 N: 1427928.07 E: 3117799.81 BEGIN ALIGNMENT STA: 10+00.00 CONNECT TO EXIST. 6" TEE W/8" INCREASER N=1427977.66 E=3117793.41 STA: 10+11.02 8" 45° BEND N=1427988.59 E=3117792.00 STA: 10+23.47 8" 45° BEND N=1427996.19 E=3117782.14 STA: 10+69.88 8" X 8" TEE 8" GATE VALVES (N&E) N=1428041.63 E=3117772.68 11.0 LF 8" WATER 12.4 LF 8" WATER 46.4 LF 8" WATER 130.1 LF 8" W A T E R STA: 12+00.00 8" X 6" SWIVEL TEE 6" GATE VALVE (W) N: 1428169.02 E: 3117746.17 STA. 12+00.00, (-34.42' L) F.H. ASSEMBLY N: 1428162.01 E: 3117712.48 77.8 LF 8" W A T E R STA: 12+77.81 8" 22.5° BEND N=1428245.20 E=3117730.32 106.0 LF 8" W A T E R STA: 14+00.78 8" X 6" SWIVEL TEE 6" GATE VALVE (E) N: 1428366.02 E: 3117753.24 STA: 13+83.78 8" X 6" TEE 6" GATE VALVE (E) N: 1428349.32 E: 3117750.07 5.0 LF 8" WATER 12.0 LF 8" WATER 25.2 LF 8" WATER STA: 13+88.78 2" TAPPING SADDLE N=1428354.23 E=3117751.01 STA: 14+25.96 8" 22.5° BEND N=1428390.76 E=3117757.94 98 . 1 L F 8 " W A T E R STA: 15+24.07 8" 11.25° BEND N=1428472.81 E=3117811.72 MATCHLINESEE SHEET C3.21STA. 14+73.36, (140.87' R) F.H. ASSEMBLY N: 1428353.17 E: 3117901.74 3 8 4 . 7 L F 8 " W A T E R NISSAN DEALERSHIP BUILDING FFE = 5020.00 LOT 1 RISING SON MANOR SUBDIVISION KIA DEALERSHIP BUILDING FFE = 5022.25 #5822 EXISTING #5828 EXISTING #5817 EXISTING V E N U S A V E N U E VENUS AVENUE STA: 13+83.78 (64.50', R) 6" 11.25° BEND N: 1428337.29 E: 3117813.45 STA: 14+00.78 (63.01', R) 6" 11.25° BEND N: 1428354.27 E: 3117815.15 64.5 LF 6" FIRE SERVICE 63.0 LF 6" FIRE SERVICE STA: 13+88.78 (32.25', R) 2" WATER METER N: 1428348.22 E: 3117782.69 120.0 LF 6" FIRE SERVICE 86.6 LF 6" FIRE SERVICE 8" WATER - PRIVATE DRIVE (SEE SHEET C3.22) 8" SANITARY (SEE SHEET C3.10)MILKY WAY DRIVE#200 EXISTING #206 EXISTING #214 EXISTING BUILDING FIRE SERVICE CONNECTION BUILDING WATER SERVICE CONNECTION WATER - VENUS PROFILE STA: 9+50 - STA: 16+00 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00STA = 10+00.00INV. = 5006.96CONNECT TO EXIST.6" TEE W/8" INCREASERSTA = 10+11.02INV. = 5007.208" 45° BENDSTA = 10+23.47INV. = 5007.478" 45° BENDSTA = 10+48.27INV. = 5008.008" 22.5° BEND (VERT.)STA = 10+52.63INV. = 5006.298" 22.5° BEND (VERT.)STA = 10+62.34INV. = 5006.538" 45° BEND (VERT.)STA = 10+64.29INV. = 5008.558" 45° BEND (VERT.)STA: 11+02.60INV.= 5006.76PROP. 8" SANITARYSTA: 10+57.88INV.= 5009.22PROP. 45" X 29" HERCP2.16% -5.1 3 % 1.39% -2.18% 18" MIN. 18" MIN.STA = 10+69.88INV. = 5008.638" X 8" TEE8" GATE VALVES (N&E)STA = 12+00.00INV. = 5010.448" X 6" SWIVEL TEE6" GATE VALVE (W)STA = 12+77.81INV. = 5008.578" 22.5° BENDSTA: 13+45.16INV.= 5008.79PROP. 15" STORM18" MIN.STA = 13+83.78INV. = 5004.268" X 6" TEE6" GATE VALVE (E)STA = 14+00.78INV. = 5003.388" X 6" SWIVEL TEE6" GATE VALVE (E)STA = 13+88.76INV. = 5004.002" TAPPING SADDLESTA = 14+25.96INV. = 5002.098" 22.5° BENDSTA = 15+24.07INV. = 4997.068" 11.25° BEND8" C 9 0 0 D R 1 8 P V C W A T E R L I N E EXISTING GROUND PROPOSED GRADE @ PIPE CENTERLINE MATCHLINE - SEE SHEET C3.21JOINT RESTRAINT (LR=20' MIN. PAST BEND) JOINT RESTRAINT (LR=80' MIN. PAST TEE)PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 50' 1" = 5'6/15/202210:48:32 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.20 75WATER PLAN & PROFILE - VENUS AVENUESTA 9+50 - STA 16+0019 NOTES LEGEND SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN THRUST BLOCK GATE VALVE FDC PROPOSED BUILDING CURB & GUTTER EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY LINE RIGHT OF WAY N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 4. ALL WATERLINE CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6' UNLESS OTHERWISE NOTED ON THESE DRAWINGS. 6. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR14 PVC. WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING. 8. BENDS AND FITTINGS ON ALL NEW WATER MAIN (EXCEPT WHERE CONNECTING TO EXISTING MAINS) SHALL USE MECHANICALLY RESTRAINED JOINTS PER FORT COLLINS-LOVELAND WATER DISTRICT STANDARDS AND LENGTHS PER THE JOINT RESTRAINT LENGTHS TABLE AND VERTICAL PROFILES PROVIDED ON THIS DRAWING. ALL FIRE HYDRANT LEADS AND FIRE SERVICES TO BUILDINGS SHALL BE INSTALLED WITH JOINT RESTRAINTS PER THE SAME REQUIREMENTS. WET TAP LOCATIONS SHALL BE INSTALLED WITH THRUST BLOCKS. 9. WHERE RESTRAINED JOINTS FOR HORIZONTAL AND VERTICAL FITTINGS OVERLAP RESTRAINTS SHALL BE EXTENDED USING THE LONGEST LENGTH. 10. BACKFLOW PREVENTION FOR WATER SERVICES SHALL BE PROVIDED WITHIN EACH BUILDING AND NO CONNECTIONS TO THE WATER SERVICES (INCLUDING IRRIGATION TAPS) SHALL BE MADE PRIOR TO THE BACKFLOW PREVENTION DEVICE. 0 50'100' SCALE: 1" = 50' 25' NORTH HORIZONTAL JOINT RESTRAINT LENGTHS FITTING TYPE 6" PIPE 8" PIPE 11.25 DEGREE 2'3' 22.5 DEGREE 4'5' 45 DEGREE 8'10' 90 DEGREE 18' 24' VALVES, FIRE HYDRANTS, DEAD-ENDS, TEES 60' 80' (1) JOINT RESTRAINT SHALL BE PLACED ON EACH BRANCH OF EACH FITTING AT THE LENGTHS SHOWN. (2) JOINT RESTRAINT LENGTHS ARE CALCULATED USING FCLWD SPECIFICATIONS. (3) LENGTHS SHOWN IN TABLE ARE FOR HORIZONTAL FITTINGS. REFER TO THE PROFILES FOR JOINT RESTRAINT REQUIREMENTS ON VERTICAL FITTINGS. (4) REFER TO NOTES 8 AND 9. LOT 1LOT 22 2 + 5 0 11+0012+0013+0014+0015+00 16+00 17+00 18+00 19+00 20+0 0 2 1 + 0 0 2 2 + 0 0MATCHLINESEE SHEET C3.20 384.7 LF 8" WATER VENUS AVENUE 10.6 LF 8" WATER 167. 8 L F 8 " W A T E R 1 0 8 . 5 L F 8 " W A T E R 11.4 LF 8" WATER STA: 19+19.40 8" 22.5° BEND N=1428749.95 E=3118093.63 STA: 19+08.76 8" X 6" SWIVEL TEE 6" GATE VALVE (SE) N: 1428742.50 E: 3118086.04 STA. 19+08.76, (23.72' R) F.H. ASSEMBLY N: 1428725.58 E: 3118102.67 STA. 20+98.58, (-33.31' L) F.H. ASSEMBLY N: 1428846.00 E: 3118261.02 STA: 20+98.58 8" X 6" SWIVEL TEE 6" GATE VALVE (N) N: 1428812.70 E: 3118260.57 STA: 20+87.22 8" 22.5° BEND N=1428812.85 E=3118249.21 STA: 22+50.00 N: 1428810.69 E: 3118411.98 END ALIGNMENT STA: 22+07.05 14" X 8" WET TAP W/ T.B. 8" GATE VALVE (W) N=1428811.26 E=3118369.04 COLLEGE AVENUE (HWY 287)B U E N O D R I V E NISSAN DEALERSHIP BUILDING FFE = 5020.00 WATER - VENUS PROFILE STA: 16+00 - STA: 22+50 4975 4980 4985 4990 4995 5000 5005 5010 5015 5020 4975 4980 4985 4990 4995 5000 5005 5010 5015 5020 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50MATCHLINE - SEE SHEET C3.208" C900 DR18 P V C W A T E R L I N E EXISTING GROUND PROPOSED GRADE @ PIPE CENTERLINE STA = 17+01.46INV. = 4990.548" 22.5° BEND (VERT.)STA = 17+09.59INV. = 4986.998" 22.5° BEND (VERT.)STA = 17+46.59INV. = 4986.768" 22.5° BEND (VERT.)STA = 17+55.68INV. = 4990.438" 22.5° BEND (VERT.)-2.50% 1.93% -0.24% 18" MIN.STA: 17+16.29INV.= 4989.46PROP. 18" STORMSTA: 17+45.75INV.= 4991.59PROP. 15" STORMSTA = 19+08.76INV. = 4993.388" X 6" SWIVEL TEE6" GATE VALVE (SE)STA = 19+19.40INV. = 4993.598" 22.5° BENDSTA = 20+98.58INV. = 4995.638" X 6" SWIVEL TEE6" GATE VALVE (N)STA = 20+87.22INV. = 4995.668" 22.5° BENDSTA = 22+07.05INV. = 4995.3714" X 8" WET TAP W/ T.B.8" GATE VALVE (W)JOINT RESTRAINT (LR=20' MIN. PAST BEND) JOINT RESTRAINT (LR=20' MIN. PAST BEND)PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 50' 1" = 5'6/15/202210:48:37 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.21 75WATER PLAN & PROFILE - VENUS AVENUESTA 16+00 - STA 22+5020 NOTES LEGEND SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN THRUST BLOCK GATE VALVE FDC PROPOSED BUILDING CURB & GUTTER EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY LINE RIGHT OF WAY N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 4. ALL WATERLINE CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6' UNLESS OTHERWISE NOTED ON THESE DRAWINGS. 6. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR14 PVC. WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING. 8. BENDS AND FITTINGS ON ALL NEW WATER MAIN (EXCEPT WHERE CONNECTING TO EXISTING MAINS) SHALL USE MECHANICALLY RESTRAINED JOINTS PER FORT COLLINS-LOVELAND WATER DISTRICT STANDARDS AND LENGTHS PER THE JOINT RESTRAINT LENGTHS TABLE AND VERTICAL PROFILES PROVIDED ON THIS DRAWING. ALL FIRE HYDRANT LEADS AND FIRE SERVICES TO BUILDINGS SHALL BE INSTALLED WITH JOINT RESTRAINTS PER THE SAME REQUIREMENTS. WET TAP LOCATIONS SHALL BE INSTALLED WITH THRUST BLOCKS. 9. WHERE RESTRAINED JOINTS FOR HORIZONTAL AND VERTICAL FITTINGS OVERLAP RESTRAINTS SHALL BE EXTENDED USING THE LONGEST LENGTH. 10. BACKFLOW PREVENTION FOR WATER SERVICES SHALL BE PROVIDED WITHIN EACH BUILDING AND NO CONNECTIONS TO THE WATER SERVICES (INCLUDING IRRIGATION TAPS) SHALL BE MADE PRIOR TO THE BACKFLOW PREVENTION DEVICE. 0 50'100' SCALE: 1" = 50' 25'NORTHHORIZONTAL JOINT RESTRAINT LENGTHS FITTING TYPE 6" PIPE 8" PIPE 11.25 DEGREE 2'3' 22.5 DEGREE 4'5' 45 DEGREE 8'10' 90 DEGREE 18' 24' VALVES, FIRE HYDRANTS, DEAD-ENDS, TEES 60' 80' (1) JOINT RESTRAINT SHALL BE PLACED ON EACH BRANCH OF EACH FITTING AT THE LENGTHS SHOWN. (2) JOINT RESTRAINT LENGTHS ARE CALCULATED USING FCLWD SPECIFICATIONS. (3) LENGTHS SHOWN IN TABLE ARE FOR HORIZONTAL FITTINGS. REFER TO THE PROFILES FOR JOINT RESTRAINT REQUIREMENTS ON VERTICAL FITTINGS. (4) REFER TO NOTES 8 AND 9. LOT 24 LOT 25 LOT 26 LOT 27 KIA DEALERSHIP BUILDING FFE = 5022.25 NISSAN DEALERSHIP BUILDING FFE = 5020.00 LOT 1 RISING SON MANOR SUBDIVISION STA: 29+50.00 N: 1428032.52 E: 3117723.52 BEGIN ALIGNMENT STA: 30+00.00 8" X 8" TEE 8" GATE VALVES (N&E) N: 1428041.63 E: 3117772.68 STA: 31+08.98 8" 11.25° BEND N=1428061.48 E=3117879.84 109.0 LF 8" W A T E R 213.2 LF 8" WATER 24.6 LF 8" WATER 10.0 LF 8" WATER 63.7 LF 8" WATER 28.7 LF 8" WATER 23.1 LF 8" WATER STA: 33+22.23 8" 11.25° BEND N=1428059.27 E=3118093.08 51.8 LF 8" WATER STA: 33+52.11 2" TAPPING SADDLE N=1428053.42 E=3118122.38 STA: 33+74.03 8" X 6" TEE 6" GATE VALVE (S) N=1428049.13 E=3118143.88 STA: 33+98.68 8" X 6" SWIVEL TEE 6" GATE VALVE (S) N=1428044.31 E=3118168.05 STA: 34+08.68 8" 11.25° BEND N=1428042.35 E=3118177.86 STA: 34+72.41 8" 45° BEND N=1428042.31 E=3118241.59 STA: 35+01.15 8" 45° BEND N=1428021.98 E=3118261.90 STA: 35+50.00 N: 1428021.98 E: 3118310.75 END ALIGNMENT STA: 35+24.27 CONNECT TO EXISTING 6" STUB WITH 8"x6" REDUCER N=1428021.96 E=3118285.01 STA. 34+04.22, (40.14' R) F.H. ASSEMBLY N: 1428003.86 E: 3118165.63 STA: 33+56.58 (33.22', R) 2" WATER METER N: 1428019.97 E: 3118120.26 BUILDING WATER SERVICE CONNECTION BUILDING FIRE SERVICE CONNECTION 83 LF 6" FIRE SERVICE 86 LF 2" WATER SERVICE COLLEGE AVENUE (HWY 287)SMOKEY ST.VENUS DRIVE35+50 29+50 30+00 31+00 32+00 33+00 34+00 3 5 + 0 0 WATER - PRIVATE DRIVE PROFILE STA: 29+50 - STA: 35+50 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 8" C900 DR18 PVC WATERLINE EXISTING GROUND PROPOSED GRADE @ PIPE CENTERLINESTA = 30+00.00INV. = 5008.638" X 8" TEE8" GATE VALVES (N&E)STA = 30+34.64INV. = 5008.628" 22.5° BEND (VERT.)STA = 30+52.63INV. = 5008.898" 22.5° BEND (VERT.)STA = 30+49.64INV. = 5007.918" 22.5° BEND (VERT.)STA = 30+37.01INV. = 5007.878" 22.5° BEND (VERT.)STA: 30+43.43INV.= 5010.26PROP. 18" STORM18" MIN.STA = 32+17.09INV. = 5012.908" 22.5° BEND (VERT.)STA = 32+21.13INV. = 5011.308" 22.5° BEND (VERT.)STA = 32+33.40INV. = 5011.478" 22.5° BEND (VERT.)STA = 32+37.64INV. = 5013.278" 22.5° BEND (VERT.)18" MIN.STA: 32+26.79INV.= 5013.74PROP. 24" STORMSTA = 31+08.98INV. = 5010.268" 11.25° BENDSTA = 33+22.23INV. = 5013.178" 11.25° BENDSTA = 33+52.11INV. = 5013.132" TAPPING SADDLE18" MIN.STA: 33+27.28INV.= 5015.41PROP. 4" SANITARYSTA = 33+74.03INV. = 5013.118" X 6" TEE6" GATE VALVE (S)STA = 33+98.68INV. = 5013.088" X 6" SWIVEL TEE6" GATE VALVE (S)STA = 34+26.95INV. = 5013.058" 22.5° BEND (VERT.)STA = 34+32.45INV. = 5010.818" 22.5° BEND (VERT.)STA = 34+61.13INV. = 5010.978" 22.5° BEND (VERT.)STA = 34+66.49INV. = 5013.268" 22.5° BEND (VERT.)18" MIN.STA: 34+38.65INV.= 5013.19PROP. 24" STORMSTA: 34+57.34INV.= 5014.31PROP. 24" IRRG. BYPASSSTA = 34+72.41INV. = 5013.348" 45° BENDSTA = 34+08.68INV. = 5013.078" 11.25° BEND1.43% -0.02% 2.45% -0.11%STA = 35+01.15INV. = 5013.758" 45° BENDSTA = 35+24.27INV. = 5014.08CONNECT TO EXIST. 6" STUBWITH 8"x6" REDUCERSTA: 35+06.06INV.= 5016.3±RELOCATED GASSTA: 35+15.45INV.= 5017.08PROP. ELECTRICJOINT RESTRAINT (EXTEND TO TEE) JOINT RESTRAINT (LR=20' MIN. PAST BEND) JOINT RESTRAINT (LR=20' MIN. PAST BEND) JOINT RESTRAINT (LR=20' MIN. PAST BEND) JOINT RESTRAINT (EXTEND TO REDUCER)PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 50' 1" = 5'6/15/202210:48:42 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.22 75WATER PLAN & PROFILE - PRIVATE DRIVESTA 29+50 - STA 35+5021 NOTES LEGEND SANITARY MANHOLE SANITARY MAIN SANITARY SERVICE SANITARY SERVICE CLEANOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE FIRE DEPARTMENT CONNECTION FIRE HYDRANT FIRELINE WATER FITTINGS WATER MAIN THRUST BLOCK GATE VALVE FDC PROPOSED BUILDING CURB & GUTTER EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY LINE RIGHT OF WAY N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 4. ALL WATERLINE CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL BE 6' UNLESS OTHERWISE NOTED ON THESE DRAWINGS. 6. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR14 PVC. WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING. 8. BENDS AND FITTINGS ON ALL NEW WATER MAIN (EXCEPT WHERE CONNECTING TO EXISTING MAINS) SHALL USE MECHANICALLY RESTRAINED JOINTS PER FORT COLLINS-LOVELAND WATER DISTRICT STANDARDS AND LENGTHS PER THE JOINT RESTRAINT LENGTHS TABLE AND VERTICAL PROFILES PROVIDED ON THIS DRAWING. ALL FIRE HYDRANT LEADS AND FIRE SERVICES TO BUILDINGS SHALL BE INSTALLED WITH JOINT RESTRAINTS PER THE SAME REQUIREMENTS. WET TAP LOCATIONS SHALL BE INSTALLED WITH THRUST BLOCKS. 9. WHERE RESTRAINED JOINTS FOR HORIZONTAL AND VERTICAL FITTINGS OVERLAP RESTRAINTS SHALL BE EXTENDED USING THE LONGEST LENGTH. 10. BACKFLOW PREVENTION FOR WATER SERVICES SHALL BE PROVIDED WITHIN EACH BUILDING AND NO CONNECTIONS TO THE WATER SERVICES (INCLUDING IRRIGATION TAPS) SHALL BE MADE PRIOR TO THE BACKFLOW PREVENTION DEVICE. 0 50'100' SCALE: 1" = 50' 25'NORTHHORIZONTAL JOINT RESTRAINT LENGTHS FITTING TYPE 6" PIPE 8" PIPE 11.25 DEGREE 2'3' 22.5 DEGREE 4'5' 45 DEGREE 8'10' 90 DEGREE 18' 24' VALVES, FIRE HYDRANTS, DEAD-ENDS, TEES 60' 80' (1) JOINT RESTRAINT SHALL BE PLACED ON EACH BRANCH OF EACH FITTING AT THE LENGTHS SHOWN. (2) JOINT RESTRAINT LENGTHS ARE CALCULATED USING FCLWD SPECIFICATIONS. (3) LENGTHS SHOWN IN TABLE ARE FOR HORIZONTAL FITTINGS. REFER TO THE PROFILES FOR JOINT RESTRAINT REQUIREMENTS ON VERTICAL FITTINGS. (4) REFER TO NOTES 8 AND 9.