The URL can be used to link to this page

Home My WebLink About007-CIVIL DETAILS-C-6HEADWATERSPROJECT NUMBERDRAWING NUMBERDRAWN BY:DATE:2023VERIFY SCALETHESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLYH:\2036\001\ACAD\SHEETS\DETAIL-SHEETS.dwg Plot Date: 1/30/2023 12:26 PM© HEADWATERS ENGINEERING, INC.REVISION DATE:190 NORTHSTAR LANE, BOZEMAN, MT 59718HEADWATERSMT.NET406-581-5730PROJECT LOCATIONMONTANABOZEMAN01/30/2023RECIVIL DETAILSTBD CATALYST STREETWARBLER CONDOS2036.001C-6INTEGRAL CURBAND GUTTERPARKING LOT TYPICAL SECTIONPLANT MIX ASPHALT SURFACING3" MIN DEPTH @ 93% MDCRUSHED GRAVEL BASE COURSE6" MIN DEPTH @ 95% MDD6" MINUS NON-PLASTIC SUB-BASE COURSE15" DEPTH @ 95% MDDON MIRAFI 600X GEOTEXTILE FABRIC*COMPACTEDNATIVE SUBGRADE*FABRIC NOT NEEDED IF SUBGRADE IS EXCAVATED TONATIVE GRAVELS. IF SUBGRADE IS SOFT AND UNSTABLE,INSTALL LAYER OF MIRAFI RS380I GEOSYNTHETIC ASDIRECTED BY THE ENGINEER/GEOTECH.STORM PIPE INLET CONTROL DETAIL8" PVC STORM PIPE8" PVC STORM PIPE8" PVC 8"8"0.73"PROFILE VIEWFRONT VIEWPLAN VIEWISOMETRIC VIEWEND CAPNOTES:1.INLETS PROPOSED ON EXISTING PIPE SHALLBE CONSTRUCTED TO THE DIMENSIONSSHOWN.2.BOTTOM PORTION TO BE FORMED ANDPOURED IN-PLACE ON EXISTING PIPE WITHPRECAST TOP PORTION MEETING THESPECIFICATIONS OF MPW SECTION 02720.8" PVC END CAP8x8x8 TEEINSTALL PVC GRATEON OPEN END OF TEE8x8x8 TEE8x8x8 TEE W/ OPENEND FACING UP, CUTAT POND W.S.E.3' X 2' SUMP, 3" BELOW PIPE INVERTNOT TO SCALE8"PONDBTM11"FINISHEDGROUNDWSENOTE:CONCRETE COLLAR TO BE INSTALLED AROUND EXPOSED PORTION OF PVCBETWEEN END CAP AND TEE.