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HomeMy WebLinkAbout019.1 Sewer Service P and P 11+001+37474347434730474047504730474047501+001+3837.28 LF OF 8" PVC PIPE @0.40%STA 1+00.00SS MANHOLERIM ELEV. 4741.50INV IN ELEV. 4735.86 (8" W)INV IN ELEV. 4734.55 (8" N)INV OUT ELEV. 4734.58 (8" S)1.2'WATER CROSSINGSTA: 1+10.92STORM WATER CROSSINGSTA: 1+33.011.4'20.0'5.0'EXISTING GRADEFINISH GRADEFLOWABLE FILLENCASEMENT(SEE DETAIL SHT C4.3)N0SCALE - FEET10101014TH & PATRICK AFFORDABLE HOUSING BOZEMAN, MONTANA22-12-13MAY 26, 2023PROJECT:SHEET REVISIONS:NO. DESCRIPTION DATEWGMGROUPWWW.WGMGROUP.COMFILE: W:\Projects\221213\20 Data\CAD\01 Design\221213_UT.dwgSURVEYED:DESIGN:DRAFT:APPROVE:DATE:LAYOUT:SEWER SERVICE - PLAN & PROFILE C3.3C&H ENGINEERINGEVRDEB/TNSMAMC3.3SEWER SERVICECUT IN NEW SANITARYSEWER MANHOLE± 13 SY ASPHALTPAVEMENT PATCH(SEE DETAIL SHEET C4.3)STUB & CAP 8" SS SERVICE(SEE PLUMBING PLANS FOR CONTINUATION)20 LF(MIN. - 1 STICK) 8" C900DR 25 PVC FROM MH TO 10' BEYONDWATER MAIN CROSSING. TRANSITIONFROM C900 TO SDR 35 PVC WITHRESTRAINED COUPLING(ROMAC ALPHA OR APPROVED EQUAL)1COB SP COMMENTS8/22/23ADDED P&P