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Home My WebLink AboutFORT COLLINS NISSAN-KIA - PDP210017 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANSCOLLEGE AVE. (HWY 287)E. SKYWAY DR.FOSSI L CREEK PKWY . PROJECT SITE VENUS AVE.E. SATURN DR. 1" = 500' 1" = N/A 4/12/20228:29:21 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER####C0.00 26COVER SHEETPREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. 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 #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004 1 FORT COLLINS NISSAN-KIA FOSSIL CREEK SUBDIVISION SITUATED IN THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO APRIL 2022 OWNER WWW PROPERTIES LLC 1005 KEN PRATT BOULEVARD LONGMONT, CO 80501-6330 PHONE: (970) 394-3442 CIVIL ENGINEER UNITED CIVIL DESIGN GROUP, LLC 1501 ACADEMY CT., STE 203 FORT COLLINS, CO 80524 PHONE: (970) 530-4044 CONTACT: SAM ELIASON PLANNER/LANDSCAPE ARCHITECT TB GROUP 444 MOUNTAIN AVENUE BERTHOUD, CO 80513 PHONE: (970) 532-5891 CONTACT: CATHY MATHIS ARCHITECT INFUSION ARCHITECTS, LLC 206 EAST 4TH STREET LOVELAND, CO 80537 PHONE: (970) 775-2925 CONTACT: RANDELL JOHNSON SURVEYOR KING SURVEYORS 650 EAST GARDEN DRIVE WINDSOR, CO 80550 PHONE: (970) 686-5011 CONTACT: PAUL GROVES UTILITY PROVIDER CONTACT PHONE WATER CITY OF FORT COLLINS UTILITIES WES LAMARQUE (970) 416-2418 WASTEWATER SOUTH FORT COLLINS SANITATION DISTRICT CHRIS PLETCHER (970) 226-3104 STORMWATER CITY OF FORT COLLINS UTILITIES MATT SIMPSON (970) 416-2754 POWER CITY OF FORT COLLINS LIGHT & POWER AUSTIN KREAGER (970) 2246152 NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828 TELECOM CENTURYLINK ROBERT RULI (970) 490-7503 CABLE COMCAST DON KAPPERMAN (970) 567-0245 Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. UTILITY PROVIDERS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PROJECT COORDINATES PROJECT DATUM: NAVD 88. BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "Y 401" 3 1 4" BRASS CAP DRILLED INTO ROCK OUTCROP. LOCATED 68.9' EAST ON THE CENTERLINE OF HIGHWAY 287 AT MILEPOST 341.35 ELEVATION=4971.96 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS MAY 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 EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.21' HORIZONTAL DATUM: COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM. HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTION NOTE: 1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. 2.THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0. PAGE #SHEET #SHEET NAME 1 C0.00 COVER SHEET 2 - 3 C0.01 - C0.02 GENERAL NOTES 4 C0.03 TYPICAL ROADWAY SECTIONS 5 C1.00 OVERALL EXISTING CONDITIONS PLAN 6 - 7 C1.01 - C1.02 DETAILED EXISTING CONDITIONS AND REMOVALS PLAN 8 C2.00 OVERALL HORIZONTAL CONTROL PLAN 9 - 10 C2.01 - C2.02 DETAILED HORIZONTAL CONTROL PLANS 11 C3.00 OVERALL UTILITY PLAN 12 - 13 C3.01 - C3.02 DETAILED UTILITY PLANS C3.10 SANITARY SEWER PLAN & PROFILE (RESERVED FOR FUTURE SUBMITTALS) C3.20 WATER PLAN & PROFILES (RESERVED FOR FUTURE SUBMITTALS) 14 C3.33 STORM SEWER PLAN & PROFILES C3.40 IRRIGATION LINE - LOUDON DITCH PLAN & PROFILE (RESERVED FOR FUTURE SUBMITTALS) C3.50 ROOF DRAIN PLANS (RESERVED FOR FUTURE SUBMITTALS) C3.60 UNDERGROUND DETENTION PLAN (RESERVED FOR FUTURE SUBMITTALS) 15 C4.00 OVERALL GRADING PLAN 16 - 17 C4.10 - C4.11 DETAILED GRADING PLANS 18 - 19 C4.20 - C4.21 DETAILED EROSION CONTROL PLANS 20 - 21 C5.00 - C5.01 VENUS AVENUE PLAN & PROFILES 22 - 23 C5.10 - C5.11 COLLEGE AVENUE CROSS SECTIONS C5.20 - C5.21 COLLEGE AVENUE FLOWLINE PROFILES (RESERVED FOR FUTURE SUBMITTALS) C5.30 - C5.31 SIGNING & STRIPING PLANS (RESERVED FOR FUTURE SUBMITTALS) C5.40 INTERSECTION DETAILS (RESERVED FOR FUTURE SUBMITTALS) 24 C6.00 OVERALL DRAINAGE PLAN 25 - 26 C6.01 - C6.02 DETAILED DRAINAGE PLANS C7.00 CONSTRUCTION DETAILS (RESERVED FOR FUTURE SUBMITTALS) SHEET INDEXPROJECT TEAM VICINITY MAP 1"=500' PROJECT DEVELOPMENT PLANS FOR City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE 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. SAMUEL ELIASON, PE #38212 DATE CERTIFICATION 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. DISCLAIMER STATEMENT All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT CONTRACTOR TCC CORPORATION 609 GYRFALCON, UNIT D WINDSOR, CO 80550 CONTACT: ERNIE CROWNOVER PHONE: (970)-460-0583 Review does not constitute "approval" of plans. Plan engineer is responsible for accuracy and completeness of plans. General Manager Date NORTH LOUDON DITCH COMPANY 4/13/2022 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 PROPOSED STORM PROPOSED STORM PROPOSED UNDERGROUND DETENTION AREA PROPOSED 8" WATER NISSAN DEALERSHIP BUILDING EXISTING 24" IRRIGATION CONNECT TO EXISTING 24" IRRIGATION LATERAL EXISTING XCEL GAS TO BE LOWERED WITH GRADING (SEE NOTE 11) EXISTING 14" AC WATER MAIN PROPOSED STORM BUENO DRIVE PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED ROOF DRAIN PROPOSED STORM PROPOSED STORM PROPOSED STORM FOSSIL CREEK FLOODPLAIN/FLOODWAY EROSION BUFFER LIMITS EXISTING WETLANDS PROPERTY BOUNDARY PROPERTY BOUNDARY PROPOSED STORMVENUS AVE N UE TRACT C TRACT D LOT 1 BLOCK 2 LOT 1 BLOCK 1 PROPOSED 14"X23" ELLIPTICAL CULVERT PROPOSED TRANSFORMER PROPOSED 6" FIRE SERVICES PROPOSED STRUCTURAL RETAINING WALLS FIRE DEPARTMENT CONNECTION 9' UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT SLOPE EASEMENT SLOPE EASEMENT 9' UTILITY EASEMENT PROPOSED UNDERGROUND WATER QUALITY AREA 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 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. 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 #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004 1" = 40' 1" = N/A 4/12/20228:31:22 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.01 26DETAILED UTILITY PLAN - NORTH12 NORTH0 40'80' SCALE: 1" = 40' 20' 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 LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE N KEYMAP 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.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE WITH A PRESSURE RATING OF 200 PSI. 11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE 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 NISSAN DEALERSHIP BUILDING KIA DEALERSHIP BUILDING PROPOSED 4" SANITARY SERVICE PROPOSED 8" SANITARY PROPOSED 6" FIRE SERVICE PROPOSED 4" SANITARY SERVICE PROPOSED 2" WATER SERVICE EXISTING 24" IRRIGATION CONNECT TO EXISTING 24" IRRIGATION LATERAL PROPOSED 24" IRRIGATION BYPASS EXISTING XCEL GAS TO BE LOWERED WITH GRADING (SEE NOTE 11) CONNECT TO EXISTING 6" WATER PROPOSED 8" WATER PROPOSED STORM PROPOSED STORM EXISTING FIBER OPTIC TO REMAIN PROPOSED 8" SANITARY CONNECT TO EXISTING SANITARY MANHOLE EXISTING HYDRANT CONNECT TO EXISTING 6" WATER EXISTING FIBER OPTIC TO REMAIN PROPOSED STORM PROPOSED STORM PROPOSED STORM PROPOSED STORM PROPOSED STORM PROPOSED STORM PROPOSED 24" IRRIGATION LINE PROPOSED STORM PROPOSED STORM EXISTING GAS MAIN PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING NATURAL HABITAT BUFFER ZONE PROPOSED STORM EXISTING SANITARY EXISTING 8" SANITARY BIORETENTION POND A2 DETENTION POND A1 CONNECT TO EXISTING 24" IRRIGATION LATERAL LOT 2 BLOCK 1 TRACT A (INCLUDES BLANKET DRAINAGE EASEMENT TRACT B LOT 1 BLOCK 2 LOT 1 BLOCK 1 EXISTING XCEL GAS TO BE LOWERED WITH GRADING (SEE NOTE 11) EXISTING ELECTRIC TO BE LOWERED AND RELOCATED WITH HWY 287 WIDENING (SEE NOTE 11) EXISTING UTILITIES TO BE LOWERED WITH GRADING (SEE NOTE 11) PROPOSED TRANSFORMER PROPOSED 6" FIRE SERVICES PROPOSED TRANSFORMER 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) 10' UTILITY EASEMENT 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 AND DRAINAGE EASEMENT 15' UTILITY EASEMENT 20' IRRIGATION EASEMENT 20' UTILITY EASEMENT PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. 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 #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004 1" = 40' 1" = N/A 4/12/20228:31:24 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.02 26DETAILED UTILITY PLAN - SOUTH13 NORTH0 40'80' SCALE: 1" = 40' 20' 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 LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE N KEYMAP 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.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE WITH A PRESSURE RATING OF 200 PSI. 11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.