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HomeMy WebLinkAboutC05 Utility PlanASPHA L T ASPHA L T ASPHA L T ASPHA L T CON C R E T E W A L K CONCRETE WALK APPROXIMATE 15' ELECTRIC EASEMENT LOCATION - ACUTAL CENTERLINE LOCATION TO FOLLOW ELECTRIC LINES UPON INSTALLATION INST. #2019018084 20' WATER LINE EASEMENT PER EXHIBIT "C"INST. #201905300220' SANITARY SEWER EASEMENT PER EXHIBIT "C"INST. #2019053002REDD 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 STOPPROPOSED DINE IN / DRIVE THRU OBERWEIS -THAT BURGER JOINT - WOODGRAIN RESTAURANT 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:DXU ARCHITECTS412 S. Wells StreetChicago, IL 60607Prepared By:OBERWEIS-CARMEL, INSWC of Westen Pointe Dr. and Michigan RoadCarmel, IndianaUTILITY PLANC-5UTILITY PLAN20102040800 N SNW NESESW watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-18002/07/20221NO REVISIONS