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Home My WebLink AboutFORT COLLINS NISSAN-KIA - FDP220011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)SMOKEY STREET VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE MILKY WAY MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK TRA I 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 PHASE 1 LOT 2 BLOCK 1 PHASE 2 LOT 1 BLOCK 2 PHASE 1 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 AVENUEPHASE LIMITS (SEE SHEET C1.10) PHASE LIMITS (SEE SHEET C1.10)PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT 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-KIA9/14/2022U21004 1" = 80' 1" = N/A 9/14/202210:12:15 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN####C3.00 91OVERALL UTILITY PLAN19 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 DR18 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. REFER TO SHEET C1.00 FOR SUBSURFACE UTILITY ENGINEERING (SUE) STANDARD QUALITY LEVEL A OR B DESIGNATIONS. 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 WITHIN CDOT ROW 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)VENUS AVENUEMILKY WAY MARS DRIVEEXISTING BUILDING TO REMAIN #5822EXISTING#5828EXISTING#5834EXISTING#200 EXISTING #206 EXISTING #214 EXISTING #218 EXISTING #201 EXISTING#5836EXISTING#5835EXISTING#5817 EXISTING #224 EXISTING#230 EXISTING PROPOSED 8" WATER SEE SHEET C3.21 NISSAN DEALERSHIP BUILDING KIA DEALERSHIP BUILDING PROPOSED 4" SANITARY SERVICE PROPOSED 6" FIRE SERVICE PROPOSED 4" SANITARY SERVICE PROPOSED 2" WATER SERVICE EXISTING 24" IRRIGATION CONNECT TO EXISTING 24" IRRIGATION LATERAL CONNECT TO EXISTING 6" WATER PROPOSED 8" WATER SEE SHEET C3.22 STORM LINE H3 SEE SHEET C3.36 PROPOSED 8" SANITARY SEE SHEET C3.10 CONNECT TO EXISTING SANITARY MANHOLE EXISTING HYDRANT CONNECT TO EXISTING 6" WATER EXISTING FIBER OPTIC TO REMAIN STORM LINE D SEE SHEET C3.33 STORM LINE B SEE SHEET C3.33 STORM LINE C SEE SHEET C3.33 STORM LINE F SEE SHEET C3.34 PROPOSED 24" IRRIGATION LINE SEE SHEET C3.40 STORM LINE H SEE SHEET C3.35 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING NATURAL HABITAT BUFFER ZONE EXISTING SANITARY EXISTING 8" SANITARY BIORETENTION POND A2 DETENTION POND A1 CONNECT TO EXISTING 24" IRRIGATION LATERAL LOT 2 BLOCK 1 PHASE 2 TRACT A (INCLUDES BLANKET DRAINAGE EASEMENT TRACT B LOT 1 BLOCK 2 PHASE 1 LOT 1 BLOCK 1 PHASE 1 RELOCATED GAS LINE EXISTING XCEL GAS TO BE MOVED WITH GRADING (SEE NOTE 12 AND DRY UTILITY NOTES) EXISTING ELECTRIC TO BE LOWERED AND RELOCATED WITH HWY 287 WIDENING (SEE NOTE 12 AND DRY UTILITY NOTES) RELOCATED GAS AND UNDERGROUND ELECTRIC (SEE NOTE 12 AND DRY UTILITY NOTES) PROPOSED TRANSFORMER PROPOSED 6" FIRE SERVICE FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION BIORETENTION POND A3 DETENTION POND A1 9' UTILITY EASEMENT 9' UTILITY EASEMENT 30' UTILITY EASEMENT 30' UTILITY EASEMENT 30' UTILITY EASEMENT 20' UTILITY EASEMENT 15' UTILITY EASEMENT 20' IRRIGATION EASEMENT UTILITY EASEMENT (WIDTH VARIES) PROPOSED FIRE HYDRANT EXISTING SANITARY STUB TO BE ABANDONED PROPOSED SAND-OIL INTERCEPTOR PROPOSED SAND-OIL INTERCEPTOR PROPOSED 2" WATER SERVICE PRIMARY ELECTRIC PER CITY OF FORT COLLINS 20' DRAINAGE EASEMENT 60' UTILITY & DRAINAGE EASEMENT 15' UTILITY EASEMENT 20' IRRIGATION EASEMENT 20' UTILITY EASEMENT PROPOSED ROOF DRAIN SEE SHEET C3.36 VENUS AVENUERELOCATED FIBER-OPTIC RELOCATED FIBER-OPTIC VAULT 10' UTILITY EASEMENT PROPOSED TRANSFORMER STORM LINE H4.2 SEE SHEET C3.37 PUBLIC ROW OVERHEAD LIGHT PER CITY OF FORT COLLINS (TYP.) PUBLIC ROW OVERHEAD LIGHT PER CITY OF FORT COLLINS (TYP.) ONSITE OVERHEAD LIGHT (SEE ELEC. PLANS, TYP.) STORM LINE E SEE SHEET C3.33 PROPOSED 8" SANITARY SEE SHEET C3.10 STORM LINE G SEE SHEET C3.34 STORM LINE H SEE SHEET C3.35 STORM LINE H SEE SHEET C3.35 STORM LINE H4.3 SEE SHEET C3.37 PROPOSED 24" IRRIGATION LINE SEE SHEET C3.40 PROPOSED 24" IRRIGATION LINE SEE SHEET C3.40 STORM LINE H4.2 SEE SHEET C3.37 STORM LINE H4.2-1 SEE SHEET C3.37 PROPOSED 8" WATER SEE SHEET C3.21 PROPOSED ROOF DRAIN SEE SHEET C3.36 PROPOSED ROOF DRAIN SEE SHEET C3.36 PROPOSED ROOF DRAIN SEE SHEET C3.36 PROPOSED ROOF DRAIN SEE SHEET C3.35 PROPOSED ROOF DRAIN SEE SHEET C3.32 SANITARY SERVICE CONNECTION SEE SHEET C3.10 SANITARY SERVICE CONNECTION SEE SHEET C3.10 PHASE LIMITS SEE SHEET C1.10 PHASE LIMITS SEE SHEET C1.10 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT 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-KIA9/14/2022U21004 1" = 40' 1" = N/A 9/14/202210:12:36 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.02 91DETAILED UTILITY PLAN - SOUTH21 NORTH0 40'80' SCALE: 1" = 40' 20' LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY 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 DR18 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 A3 STA 17+53.50 N: 1428070.21 E: 3118098.19 93°CORE DRILL AND CONNECT TO EXISTING MH W/ PSX PRESS-SEAL GASKET 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.=5014.71 BLDG CONNECTION INV.=5017.25 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 CLEANOUT INV.=5012.40 4" PVC @ 2.0%DROP CO INV. IN=5015.62 (S) INV. OUT=5011.29 (N)4" PVC @ 2.0% 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 A3STA: 17+53.50RIM 5020.5±INV. IN 5011.50 (N)INV. IN 5010.84 (S)INV. OUT 5010.09 (W)STA: 16+52.88INV.= 5013.61PROP. 24" STORMSTA: 14+66.72INV.= 5010.32PROP. 24" STORMGROUNDWATER BARRIER (SEE DETAILS)GROUNDWATER BARRIER (SEE DETAILS) CORE DRILL AND CONNECT TO EXISTING MH W/ PSX PRESS-SEAL GASKET 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: SCALEPRELIMINARYPLANSNOT 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-KIA9/14/2022U21004 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 SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT 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. SANITARY SEWER MAIN AND SERVICES SHALL BE SDR-35 PVC. 9. 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. 10. REFER TO WATER AND STORM PLAN AND PROFILES PLANS FOR CROSSING INFORMATION OF SANITARY SEWER SERVICES. 11. ALL CLEANOUTS IN PAVED AREAS SHALL BE TRAFFIC RATED. NOTES LEGEND PROPOSED BUILDING N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY 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" = 5'9/14/202210:12:58 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.1X - SANITARY PLAN & PROFILES.DWGC3.1X - SANITARY PLAN & PROFILES####C3.10 91SANITARY SEWER PLAN & PROFILE - LINE A22