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X X X X X X X X X X X X X X X X X X X X X X X X X X X <br />XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX <br />XXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX <br />X X X X <br />XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED BUILDINGADDITION #2FFE = 907.2 = ARCH 100'-0"917.7918.4915.9918.1906.3907.6906.7904.1 ME908.0904.9 ME905.3 ME905.7 ME916.3 ME915.4914.0913.0912.0910.5910.0908.8908.0916.6918.1917.2918.0916.3918.7918.3917.4916.0907.4911.3908.7907.5907.7913.7907.3913.6 ME914.0 ME916.7 ME907.7907.3 ME906.4906.8903.8 ME917.0909.3 ME909.3 ME909.1 ME907.2907.2907.2907.2907.2FFE = 909.3 = ARCH XX'-X"FFE = 911.3= ARCH XX'-X"PROPOSED BUILDINGADDITION #1910.2911.3911.3904.9905.1905.1904.5 ME904.5 ME903.8903.8903.9902.5901.9902.3901.4902.2900.6901.4901.6900.3899.5901.0 ME900.9 ME900.7 ME901.9900.1902.1901.6902.7899.7 ME898.9 ME907.6904.7905.4905.8905.8905.8905.1 ME???905.3907.0906.6 ME907.1906.1907.9906.9908.0906.3908.1907.0908.2918.2918.3913.1 ME914.6914.5913.8913.9918.1905910915904906907908909911912913914916917NORTH PARKING LOTBALLFIELDPARKING LOTPROPOSED STORAGEBUILDINGEAST PARKING LOT48' - 6" @ 2.08%94' - 6" @ 2.08%15' - 6" @ 2.08%BS XINV. = XXX.XX = MECH XX'-X"BD XINV. = XXX.XX = MECH XX'-X"MH 9RIM = 906.6INV. = 894.0381' - 12" RCP @ 0.44%41' - 12" RCP @ 0.44%CB 3RIM = 900.1INV. = 898.58CB 4RIM = 903.5INV. = 898.94CB 5RIM = 906.1INV. = 884.69CB 4RIM = 906.9INV. = 884.19CB 6RIM = 906.3INV. = 884.41MH 109RIM = 913.2INV. = 883.62159' - 15" RCP @ 2.00%130' - 12" RCP @ 0.44%113' - 12" RCP @ 0.44%179' - 12" RCP @ 0.44%11' - 12" PVC @ 0.44%CB 7RIM = 911.0INV. = XXXXMH 7RIM = 905.0INV. = 891.08 (EXISTING - FIELD VERIFY)MH 8RIM = 903.8INV. = 893.03LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:NorthUTILITY PLAN- NORTHWESTDAVID A. REYXX/XX/XX40180MLBDAR1" = 30'C1.51MINNESOTAPROFESSIONAL ENGINEER2425 Long Lake RoadNew Brighton, Minnesota 55112IRONDALE HIGHSCHOOL ADDITIONSAND RENOVATIONS1. REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN - NORTHWEST, FOR GENERAL NOTES.2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0"BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILMCONFORMING TO ASTM D 1248-889.3. ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED INACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OFPIPE TO FINISH GRADE).4. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISENOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.5. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTSIN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.6. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i.FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.7. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCEFOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).9. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNINGCONSTRUCTION.10. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARYSEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION ANDCONNECTIONS WITH MECHANICAL CONTRACTOR.11. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFGATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONSSHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURBAND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCHBASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSPROPOSED SANITARY SEWERPROPOSED SANITARY SEWER FORCEMAINPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED UNDERGROUND STORAGE UNITSPROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDEVERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.1195554.61