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PROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00LFE = 913.00XX 204SSCBMHRIM ELEV = 906.68NE INV 15" RCP = 900.54SUMP = 898.18CBMHRIM ELEV. = 913.40SE INV 12" = 909.25NW INV 12" = 909.35STMHRIM ELEV = 907.07SUMP = 895.84CBRIM ELEV = 906.42E INV 12" RCP = 900.97TWATWATWATWATWATWATWATWATWATPOHPOHPOHPOHPOHPOHPOHXXXXXXPOHPOHGASGASGASGASGASGASSANSANSANSANSANSAN SANSANSANSANSANSAN EEX. 42" RCPEX. 24" PVC @ 0.97%STOSTOWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSTOXXXXXXXXXXXXXXSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATEXISTING AUTO SHOPEXISTING SENIOR HOMECB 204RIM=911.50IE(E)=907.48CBMH 203RIM=911.28IE(S,W)=907.05CBMH 201RIM=911.15IE(N,S)=906.70STMH 200RIM=911.39IE(NE)=906.56IE(NW)=904.503' SUMP=901.50OCS 101RIM=910.67SEE DETAIL ONSHEET C602STMH 300RIM=910.23IE(SW,NW)=904.503' SUMP=901.50CB 301RIM=908.25IE(NW)=904.75STMH 400RIM=910.80IE(S)=906.29IE(SE)=904.503' SUMP=901.50CB 401RIM=909.90IE(NE)=906.40CONNECT TO EX. STMH 100EX. RIM=906.42IE(W)=902.29EX. IE(E)=900.9719 LF - 8" PVC@ 2.96%86 LF - 12"HDPE @ 0.50%38 LF - 12"HDPE @ 0.45%27 LF - 12"HDPE @ 0.50%44 LF - 12"HDPE @ 0.57%69 LF - 12" RCP @ 0.30%23 LF - 12" HDPE @ 0.50%FDC6" CLEANOUTRE=908.50IE=898.87WET TAP W/ 4" G.V.4" PVC WMREMOVE EX. HYDRANT &REPLACE-ADD ADDITIONALGATE VALVE AS REQUIRED.33 LF - 12" PVC@ 0.55%STMH 202RIM=911.78IE(NW)=907.37IE(N,S)=906.87COORDINATERELOCATION OF GUYWIRES WITH UTILITYCOMPANY12REMOVE PAVEMENT FOR UTILITYCONNECTIONS & REPLACE IN KIND4" - 22.5°BENDSTORMTECH SC-740CHAMBERS - 3,885 CFINSTALL DRAINTILEBELOW CHAMBERS4" WM STUBAPPROXIMATE LOCATION. FINAL£LOCATION TBD£FOLLOWING£FINAL£MEPDESIGNBUILD£COORDINATIONINSPECTIONPORTINSPECTIONPORT4356" DOWNSPOUT 1IE=907.486" DOWNSPOUT 2IE=907.7022 LF - 6" PVC@ 1.50%© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILELIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVCURB AND GUTTERUTILITY LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASEDON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON ASBEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE,AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARYSEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFYWITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESSOTHERWISE ARRANGED WITH THE OWNER.4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTORSHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY.THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOTOPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BYTHE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OFTHE CONTRACTOR.7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHENDEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCALGOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9. A MINIMUM VERTICAL SEPARATION OF 42" IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALLNOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. PROVIDE 4" THICKNESS OF INSULATION AT WATERMAIN AND STORM CROSSINGSWHERE STORM AND DRAINAGE STRUCTURES PROVIDE LESS THAN 42" OF COVER OVER THE WATERMAIN. INSULATE CROSSINGS WITH STORM SEWER.10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALLBE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HIBRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATERTHAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTICSANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THEPIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14. STORM SEWER PIPE:A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESSOTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETERSHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMPMAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICALJOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2(OR EQUIVALENT).17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THEAS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHERA PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONSON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTISSUED FOR CONSTRUCTION0'20'40'60'1"=20'#STRUCTURESTORM SEWER CASTING SCHEDULENUMBERTYPE SIZECASTING TYPEOCS/STMH48"101R-3067-VBR-3067-VBCB 2'X3' R-3067-LSTMHCBMHSTMHCBMHCB48"48"48"48"2'X3'R-3067-VBR-1642 STAMPED "STORM SEWER"R-1642 STAMPED "STORM SEWER"STMH 48"200201202203204300301400401R-1642 STAMPED "STORM SEWER"R-1642 STAMPED "STORM SEWER"CBSTMH2'X3'48"R-3067-VBR-1642 STAMPED "STORM SEWER"PER RECOMMENDATIONS IN GEOTECHNICAL REPORT, INSTALLPERFORATED DRAINPIPES THROUGHOUT PAVEMENT AREAS ATLOW POINTS, AROUND CATCH BASINS, AND BEHIND CURB INLANDSCAPED AREAS. INSTALL DRAINPIPES ALONG PAVEMENT ANDEXTERIOR SLAB EDGES WHERE EXTERIOR GRADES PROMOTEDRAINAGE TOWARD THOSE EDGE AREAS. SEE GEOTECHNICALREPORT FOR MORE INFORMATION.52