2019.01.15 Planning Commission - Laserfiche WebLink

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XXXXX XXXXXXXXXXXXX X X X X XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXX X XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXX X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXPROPOSED BUILDINGADDITION #3FFE = 904.14 = ARCH 97-0"904.1903.6902.3904.1902.2902.2900.1900.3901.4901.4901.5903.4903.6903.9903.9903.9904.1903.1902.5902.7903.1899.9900.2899.8899.2903.6903.1902.3901.5903.2903.2904.1903.1903.1904.1904.1904.1901.3902.1905.4901.4901.0901.2897.4903.8905.3903.1903.6904.0903.8900.0899.9897.5896.6896.2903.4895.3896.7895.8903.9905.9904.6904.1906.5897.4906.3902.6906.2902.0905.1901.5899.2SOUTH PARKING LOTSTADIUM PARKING LOT64' - 24" RCP @ 0.33%73' - 4" @ 0.54%116' - 24" RCP @0.33%BS XINV. = XXX.XX = MECH XX'-X"BD XINV. = XXX.XX = MECH XX'-X"BD XINV. = XXX.XX = MECH XX'-X"MH 103RIM = 904.0INV. = 887.92230' - 6" PVC @ 0.54%78' - 8" PVC @ 0.54%MH 1RIM = 899.5INV. = 887.59MH 2RIM = 904.5INV. = 888.83MH 101RIM = 903.5INV. = 887.31MH 3RIM = 903.8INV. = 889.2822' - 24" RCP @0.33%MH 106RIM = 902.0INV. = 889.03105' - 24" RCP @ 0.33%157' - 24" RCP @ 0.33%72' - 24" RCP @ 0.33%69' - 24" RCP @ 0.33%MH 104RIM = 904.0INV. = 888.27MH 105RIM = 903.0INV. = 888.79MH 04 (EXISTING)RIM = 902.0INV. = 889.26 (FIELD VERIFY)CB 01 (EXISTING)RIM = 903.1INV. = 887.24 (FIELD VERIFY)MH 5RIM = 903.7INV. = 890.1483' - 6" PVC @ 0.54%86' - 4" PVC @ 0.54%MH 4RIM = 903.8INV. = 889.74272' - 6" PVC @ 0.54%MH 6RIM = 903.6INV. = 889.06CB 1RIM = 899.9INV. = XXXXCB 2RIM = 899.9INV. = XXXX69' - 12" RCP @ 0.44%202' - 12" RCP @ 0.44%28' - 12" RCP @ 0.50%UGS 1SAND INV. = 891.00STONE INV. = 892.50TANK INV. = 893.00HWL = 897.83TOTAL STORAGE = 11,216 CFINFILTRATION VOLUME = 4,000 CF60" PERFORATED CMP UNITS6" WM6" WM6" WM6" WM6" WMMH 102RIM = 904.5INV. = 887.53LANDSCAPE 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- SOUTHWESTDAVID A. REYXX/XX/XX40180MLBDAR1" = 30'C1.52MINNESOTAPROFESSIONAL ENGINEER2425 Long Lake RoadNew Brighton, Minnesota 55112IRONDALE HIGHSCHOOL ADDITIONSAND RENOVATIONSLEGENDREFERENCE 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 LINE1C2.1195554.611. REFER TO SHEET C1.51, UTILITY AND SEDIMENT CONTROL PLAN - NORTHWEST, FOR NOTES.NOTES