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HomeMy WebLinkAboutC06 SWPPP 1INV. E. 8" PVC= 894.05 INV. N.E. 6" PVC= 894.22 INV. W. 8" PVC= 894.02 RIM=899.63 SAN MH. 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 INV. S. 8" PVC= 893.87 899. 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 9 01 90 1 9 0 1 WES T O N P O I N T E B L V D . Prepared For:REVISIONSDATENO.DESIGN BY:K. SACKPROJECT NO.:1" = 20'DATE:DRAWN BY:JANUARY 28, 2022K. SACK21-052SCALE:J. MILLERCHECKED BY:1" = TEMP. SILT FENCE (TYP.)DXU ARCHITECTS412 S. Wells StreetChicago, IL 60607Prepared By:OBERWEIS-CARMEL, IN10920 N. Michigan RoadCarmel, IndianaSTORMWATER POLLUTION PREVENTION PLAN-PHASE IC-6STORMWATER POLLUTION PREVENTION PLAN-PHASE I 20 10 20 40 800 N SNW NESESW watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800INLET PROTECTION -BASKET ONLY (2-LOC) TEMPORARY CONSTRUCTION ENTRANCE -US EXISTING ASPHALT DRIVE 12" COIR LOG DIKE 2/07/20221PER INTERNAL REVIEW4/06/20222PER CITY AND TRICO REVIEWS