Loading...
HomeMy WebLinkAboutC804 - SITE DETAILSMARCH 30, 20238 AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:STUDIO M ARCHITECTURE L'ETOILE 833 W. MAIN STREET CARMEL, INDIANA 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.comPERMITNOT FORCONSTRUCTIONPENDING22192-773PROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE NOT TO SCALEDETAIL 500 - CLEANOUT DETAILMAXIMUM CLEANOUT SPACINGTO BE NO MORE THAN 100 FEET.FLEXIBLE PIPESLEEVE4' MIN. SEEUTILITY PLANFOR INVERTSFINISH FLOOR3'- 0" MAX.6"(TYP)CONCRETE COLLARHEAVY DUTY LAMPHOLECASTING W/ SOLID LID,NEENAH R-1974 OR EQUALCOMPACTED SOIL BACKFILL#8 COMPACTED STONEWYE45° BEND6" TOPSOIL NOTE:O.D. + 1'-0"Min. (Typ.)CONCRETE COLLARCONC. COLLARFLEXIBLE COUPLINGOR ADAPTOROR ADAPTORDUCTILE IRON PIPECLASS 150 MECH. JOINTMIN.WATER MAIN10'10'18"WATER MAINSEWERFLEXIBLE COUPLINGWATER MAIN CROSSING SEWERTYPICAL DEPTH OF WATER MAIN 1/2" TO 8" PIPESHOULD HAVE 4' - 6" OF COVER, 10" AND LARGERPIPE SHOULD HAVE 4' OF COVER.MINIMUM ANGLE OFINTERSECTION = 30°SEWERNOT TO SCALEDETAIL 501 - SEWER / WATER LINE SEPARATIONBEB ACH DRAFT AS NOTED SITE DETAILS 17C804