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C07 SWPPP 2
898 899 899 ASPHA L T ASPHA L T ASPHA L T ASPHA L T CON C R E T E W A L K CONCRETE WALKREDD ROADMICHIGAN ROADVARIABLE PUBLIC R/WCURB INLET #6068 TC = 899.33 INV (N)(12" RCP) = 894.21 CURB INLET #6067 TC = 899.38 INV (W)(12" RCP) = 893.77 INV (S)(12" RCP) = 893.79 INV (NE)(12" RCP) = 893.79 CURB INLET #6269 TC = 899.35 INV (N)(12" RCP) = 893.68 CURB INLET #6268 TC = 899.40 INV (SW)(15" RCP) = 893.65 INV (S)(12" RCP) = 893.65 INV (E)(12" RCP) = 893.65 CURB INLET #6113 TC = 899.00 INV (N)(12" RCP) = 894.30 INV (S)(12" RCP) = 894.30 CURB INLET #6034 TC = 898.87 INV (N)(12" RCP) = 894.04 INV (SW)(12" RCP) = 894.04 CURB INLET #6127 TC = 899.05 INV (NW)(12" RCP) = 894.72 INV (S)(12" RCP) = 894.72 CURB INLET #6018 TC = 899.15 INV (N)(12" RCP) = 894.82 STORM END SECTION #6584 INV (NW)(12" CPP) = 898.36 CURB INLET #6560 TC = 900.87 INV (W)(12" CPP) = 896.87 INV (SE)(12" CPP) = 896.87 CURB INLET #6555 TC = 900.81 INV (E)(12" CPP) = 897.61 INV (SW)(12" CPP) = 897.61 STORM INLET #6507 TC = 900.62 INV (N)(12" CPP) = 896.36 INV (NE)(12" CPP) = 896.36 INV (S)(15" CPP) = 896.32 SAN MH #6850 TC = 899.68 INV (N)(8" PVC) = 891.34 899.6 901. 3 0 899.1 899.0 899.2 899.8 899.7 899. 7 899.4 899. 2 898. 6 898.0 897.9 898. 1 899.8 900. 4 897.7 898. 0 897. 8 898. 0 898. 0 898. 3 898. 2 900. 3 898. 2 897. 8 897.9 899. 2 899. 1 899. 4 898.7 898. 4 902. 7 902. 2 902. 2898. 7 899.4 901.6 901.2 900. 5 899. 6 899. 1 897. 8 897. 6 898. 5 898.5 897.3 897. 7 897.7 897.3 898. 1 898. 3 897.7 897. 5 900.8900. 5898. 0898. 3 900.2 STOPPROPOSED DINE IN / DRIVE THRU OBERWEIS -THAT BURGER JOINT - WOODGRAIN RESTAURANT 9 0 1 9 0 1 9 0 1 WES T O N P O I N T E B L V D . Prepared For:DATENO.DESIGN BY:K. SACKPROJECT NO.:1" = 20'DATE:DRAWN BY:JANUARY 28, 2022K. SACK21-052SCALE:REVISIONSJ. MILLERCHECKED BY:DXU ARCHITECTS412 S. Wells StreetChicago, IL 60607Prepared By:OBERWEIS-CARMEL, INSWC of Westen Pointe Dr. and Michigan RoadCarmel, IndianaC-7 STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN 20 10 20 40 800 N SNW NESESW watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800TEMPORARY CONSTRUCTION ENTRANCE -US EXISTING ASPHALT DRIVETEMP. SILT FENCE (TYP.) 12" COIR LOG DIKE 12" COIR LOG DIKE 2/07/20221PER INTERNAL REVIEW