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HomeMy WebLinkAbout4192025 C502 Sewer 2021-05-248''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''SS8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''SS 8''SS 8''SS8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS'.STORM STORM STORM T STORM STORM STORM8''W8''WWS 6 W W W W WWWWWW WSFIREWSSS SS SS SS SSSSSSWWW5 6 6 4 6 8 6 11 7 8 7 3 4 7 SS SS 8 STORM T STORM SD SD SD SD SS FIREDYH8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''SS8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''SS 8''SS 8''SS8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS'.STORM STORM STORM T STORM STORM STORM8''W8''W10' FRONTYARD SETBACK 15' FRONTYARD SETBACK 10' P.U.E. 10' P.U.E. 10' P.U.E. 20' REARYARD SETBACK 10' SIDEYARD SETBACK 50' WATER COURSE SETBACK 60' RIGHT OF WAY 60' RIGHT OF WAY 10.00' UTILITY EASEMENT (TYP) 30.00' WIDE PUBLIC WATER & SEWER EASEMENT 32.00' WIDE PUBLIC WATER & SEWER EASEMENT 10.0' MIN SEPARATION -0+50 0+00 1+00 2+00 3+004+004+604741 47424743 4744 47454743 47424745474547444746 47474748 474647484749 47484749474647474744 47454744474332.00' WIDE PUBLIC WATER & SEWER EASEMENT 4720 4730 4740 4750 4760 4720 4730 4740 4750 4760 FG-EG--0+50 FG-4740.51EG-4739.780+00 FG-4740.65EG-4740.12FG-4741.85EG-4740.561+00 FG-4742.68EG-4741.20FG-4742.04EG-4741.322+00 FG-4741.87EG-4741.63FG-4742.38EG-4741.853+00 FG-4742.79EG-4742.24FG-4743.68EG-4742.864+00 FG-4744.72EG-4743.64FG-4745.14 EG-4743.79 4+60 SSMH 1 (48"), STA 0+20.61 RIM ELEV=4739.99 INV IN (E) = 4734.60 INV OUT (W) = 4734.40 DEPTH = 5.59' SSMH #2, STA 2+67.62 RIM ELEV=4742.09 INV IN (S) = 4736.02 INV OUT (W) = 4735.82 DEPTH = 6.28' SSMH #3, STA 4+54.07 RIM ELEV = 4744.66 INV OUT (N) = 4736.93 DEPTH = 8.15' 243.01 LF 8" PVC @ 0.50%182.45 LF 8" PVC @ 0.50% 18.62 LF 8" PVC @ 0.50% 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 510 10 20 2550 50 100 GENERAL NOTES 1. INSTALL SANITARY SEWER SERVICE LINE PER C.O.B. STD. DWG. NO. 02730-2 FOR THE SEWER SERVICE EX. 8" SEWER MAIN ABIGA IL LANE EX. 48" SEWER MH SSMH #1 (48") STA 0+20.61 RIM: 4739.99 REMOVE EX. END CAP AND CONNECT 151LF 6" SDR26 PVC SEWER SERVICE EX. 6" SEWER SERVICE STUB ≈ 38LF, INV. ± 4736.01 CONTRACTOR TO VERIFY EX. 4" SEWER SERVICE STUB ≈ 37LF, INV. ± 4735.05 CONTRACTOR TO VERIFY REMOVE EX. END AND CONNECT NEW 42LF SDR 26 PVC SEWER SERVICE EX. 8" WATER MAIN CONNECT TO EX. 8" SEWER STUB INV. ±4734.31 VERIFY PRIOR TO CONSTRUCTION SSMH #2 (48") STA 2+67.62 RIM: 4742.09 STA 2+72.65 6" SEWER SERVICE, 27 LF @ 2% MIN. EX SSMH SSMH #3 (48") STA 4+54.07 RIM: 4744.66 CONNECT TO EX. 8" SEWER STUB INV ±4734.31 CONTRACTOR TO VERIFY FINISHED GRADE EXISTING GRADE STA 2+72.65 SEWER SERVICE INV OUT (NE): 4736.04 STA 4+48.65 6" SEWER SERVICE 34 LF @ 2% MIN. STA 4+48.65 SEWER SERVICE INV OUT (NE): 4736.92 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C502 SEWER P&P.DWG PLOTTED BY:CELINE SAUCIER ON Jun/04/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOULDER CREEK APARTMENTS 4192.025 MONTANA SEWER MAIN PLAN AND PROFILE C502 CMS CMS MEE 8/10/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC COMMENTS 5/24/2021CMS 2 REVISION 2 - DRC COMMENTS 12/21/2021CMS BOZEMAN FFE = 4748.15 FFE = 4746.75 FFE = 4750.00 STA 4+16.63 SEWER SERVICE INV OUT (SW): 4736.9 STA 4+16.63 6" SEWER SERVICE 72.5 LF @ 2% MIN. 8/10/20 3 3