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HomeMy WebLinkAboutC24.0 UTILITY DETAILSPOND ALIGNMENT AA-AB900905910915920925900905910915920925911.38 910.37 1+00911.08 908.93 910.83 907.93 2+00911.16 906.93 911.38 907.66 3+00911.68 912.35POND ALIGNMENT BA-BB900905910915920900905910915920910.87 907.78 1+00911.48 911.33 912.05 913.17 POND ALIGNMENT CA-CB900905910915920900905910915920911.32 907.76 1+00912.09 908.37 912.71 910.70 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND2.00%EXTENTS OF NATIVE VEGETATIONEXTENTS OF NATIVE VEGETATIONEXTENTS OF NATIVE VEGETATION10.45%9.17%5.08%10.76%12.80%6.88%19 . 0 9 %5.62%6.55%10.34%2.00%1.82%1 0 .4 9% 1 1 . 3 6%SWALE ALIGNMENT DA-DB905910915920905910915920PROPOSED GROUNDEXISTING GROUNDNATIVE VEGETATION EXTENTS2.84%16.35% PLOT SCALE: 1:1 EDIT DATE: 10/11/21 - 10:30 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 10/11/21 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 SCALEUTILITY 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 18" STORM INV: 906.38* 6" SANITARY: 905.19*XB:TOP 27" STORM INV: 907.87*6" SANITARY: 906.12*XC:TOP 12" STORM INV: 908.82*6" SANITARY: 906.50 *XD:TOP 6" ROOF DRAIN INV: 912.71*6" SANITARY: 908.95 *XE:TOP 6" ROOF DRAIN INV: 912.946" SANITARY: 909.29**MAINTAIN 18" VERTICAL SEPARATIONINSTALL 18" CONC. CRADLE WHENSEPARATION IS LESS THAN 18"18" INDOT CLASS 2RIPRAP CHANNEL PROTECTIONSPILLWAY = 912.70100 YR WSE= 912.52TOP OF BERM = 913.10WIDTH OF BERM = 5 FT4:14: 145.0'C246" DIAMETERCONTROL ORIFICEINV.ELEV = 906.67'POND OUTLET CONTROL STRUCTURENOT TO SCALECONNECT TO OUTGOING PIPEINV.ELEV = 906.66BASE AND FOOTING PERMANHOLE STANDARDNEENAH R-4342 INLETGRATE OR APPROVEDEQUAL. ELEV= 912.606" DIAMETERCONTROL ORIFICEINV.ELEV = 911.11.'Ø48" ROUND STANDPIPE STRUCTURE