2019.01.15 Planning Commission - Laserfiche WebLink

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XXXXX XXXXXXXXXXXXX X X X X XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXX X 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"AAAAA904.1903.6902.3904.1902.2902.2900.1900.3901.4901.4901.5903.4903.6903.9903.9903.9904.1903.1902.5902.7903.1899.9900.2899.8899.2903.6903.1902.3901.5903.2903.2904.1903.1903.1904.1904.1904.1901.3902.1905.4901.4901.0901.2897.4903.8905.3903.1903.6904.0903.8900.0899.9897.5896.6896.2903.4895.3896.7895.8903.9905.9904.6904.1AAAAA906.5897.4906.3902.6906.2902.0905.1901.5899.2SOUTH PARKING LOTSTADIUM PARKING LOT64' - 24" RCP @ 0.33%116' - 24" RCP @0.33%BD XINV. = XXX.XX = MECH XX'-X"BD XINV. = XXX.XX = MECH XX'-X"MH 103RIM = 904.0INV. = 887.92MH 101RIM = 903.5INV. = 887.3122' - 24" RCP @0.33%MH 106RIM = 902.0INV. = 889.03105' - 24" RCP @ 0.33%157' - 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)CB 1RIM = 899.9INV. = XXXXCB 2RIM = 899.9INV. = XXXXUGS 1SAND INV. = 891.00STONE INV. = 892.50TANK INV. = 893.00HWL = 897.83TOTAL STORAGE = 11,216 CFINFILTRATION VOLUME = 4,000 CF60" PERFORATED CMP UNITSMH 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:NorthSEDIMENT CONTROL PLAN- SOUTHWESTDAVID A. REYXX/XX/XX40180MLBDAR1" = 30'C1.62MINNESOTAPROFESSIONAL ENGINEER2425 Long Lake RoadNew Brighton, Minnesota 55112IRONDALE HIGHSCHOOL ADDITIONSAND RENOVATIONSREFER TO SHEET C1.62, SEDIMENT CONTROL PLAN - NORTHWEST, FOR NOTES.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 STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED UNDERGROUND STORAGE UNITSPROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED EROSION CONTROL BLANKETPROPOSED TEMPORARY DIVERSION BERMSEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.1195554.6A