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HomeMy WebLinkAboutC22.0 UTILITY DETAILSPLOT SCALE: 1:1 EDIT DATE: 6/10/21 - 8:34 AM EDITED BY: MJACKSON DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C20 UTILITY DETAILS.DWGPRINT DATE: 6/10/21 STORM SEWER & SANITARY SEWER CLEANOUTNOT TO SCALEMIN. CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS AND SEWERSNOT TO SCALEPAVEMENT UNDERDRAIN DETAILNOT TO SCALETHRUST BLOCK INSTALLATIONNOT TO SCALEFREE OFCONCRETECONCRETETHRUST BLOCKINGTO BE FORMEDPIPE BEDDINGNOT TO SCALEC22UTILITY DETAILSTOP SOILGEO-TEXTILEFABRICNO. 8 WASHED GRAVELTOP OF GRADE6" PERF. PIPE6" UNDERDRAIN DETAILNOT TO SCALE2"4"6"4"6"6"6"GEO-TEXTILEFABRICISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel IN 46074 Al Salam FoundationDRAWN BY:CHECKED BY:TMJ6280 N. Shadeland Avenue, Suite A Indianapolis, IN 46220 Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113MWJUTILITY CROSSING TABLEXA:TOP 12" STORM INV: 906.47* 6" SANITARY: 905.19*XB:TOP 27" STORM INV: 907.49*6" SANITARY: 906.12*XC:TOP 12" STORM INV: 908.10*6" SANITARY: 906.93 *XD:TOP 6" ROOF DRAIN INV: 912.53*4" SANITARY: 911.02 *XE:TOP 6" ROOF DRAIN INV: 912.934" SANITARY: 911.30**MAINTAIN 18" VERTICAL SEPARATIONINSTALL 18" CONC. CRADLE WHENSEPARATION IS LESS THAN 18"18" INDOT CLASS 2RIPRAP CHANNEL PROTECTIONSPILLWAY = 911.50100 YR WSE= 910.79TOP OF BERM = 913.00WIDTH OF BERM = 5 FT4:14:110.0'6" DIAMETERCONTROL ORIFICEINV.ELEV = 906.99'POND OUTLET CONTROL STRUCTURENOT TO SCALECONNECT TO OUTGOING PIPEINV.ELEV = 906.77Ø48" ROUND STANDPIPE STRUCTUREBASE AND FOOTING PERMANHOLE STANDARD15W" x 24"HCONTROL ORIFICEINV.ELEV = 910.74'NEENAH R-4342 INLETGRATE OR APPROVEDEQUAL. ELEV= 912.90