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HomeMy WebLinkAbout066 N 25 AVE SOUTH STORM 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 FS FSWSWSBP FS FS FS FS WS WS WS WS FS FS FS FSWSWSWSWSWSWS FS FSSSSSSS6SDBPBPBPBP70+0071+00 72+ 0 0 73+00 74+00 75+00 76+00 PI: 70+71.06 PI: 7 2 + 2 9 . 3 2 PI: 73+50.25 PI: 73+84.88 MH-(21)STA 70+01.23, -30.84 LTINSTALL NEW CURB INLETRIM = 4740.3512" INV OUT (E) = 4735.74MH-(22)STA 70+71.06, -30.97 LTINSTALL NEW CURB INLETRIM = 4739.7112" INV OUT (E) = 4735.08MH-(23)STA 72+21.94, -30.11 LTINSTALL NEW CURB INLETRIM = 4738.2812" INV OUT (E) = 4733.57MH-(24)STA 73+49.70, -31.00 LTINSTALL NEW CURB INLETRIM = 4737.2112" INV OUT (E) = 4732.42MH-(3)STA 70+05.00, 0.00INSTALL NEW CURB INLETRIM = 4740.3312" INV IN (W) = 4735.4715" INV OUT (N) = 4735.22MH-(4)STA 70+71.06, 0.00INSTALL NEW CURB INLETRIM = 4739.7015" INV IN (S) = 4734.6612" INV IN (W) = 4734.8115" INV OUT (NE) = 4734.54MH-(5)STA 72+29.31, -0.03 LTINSTALL NEW CURB INLETRIM = 4738.2915" INV IN (SW) = 4733.1512" INV IN (W) = 4733.3015" INV OUT (N) = 4733.05MH-(6)STA 73+50.25, 0.00INSTALL NEW CURB INLETRIM = 4737.2115" INV IN (S) = 4732.0012" INV IN (W) = 4732.1515" INV OUT (N) = 4731.90MH-(7)STA 73+84.88, 0.00INSTALL NEW CURB INLETRIM = 4737.2615" INV IN (S) = 4731.6218" INV IN (W) = 4731.8018" INV OUT (N) = 4730.7230.62 LF 15" SDR 35 PVC @ 0.90%27.00 LF 12" SDR 35 PVC @ 1.00%116.90 LF 15" SDR 35 PVC @ 0.90%26.97 LF 12" SDR 35 PVC @ 1.00%154.17 LF 15" SDR 35 PVC @ 0.90%26.97 LF 12" SDR 35 PVC @ 1.00%27.06 LF 12" SDR 35 PVC @ 1.00%47204730474047504720473047404750FG - 4740.38EG - 4739.8270+00FG - 4739.17EG - 4743.04FG - 4739.60EG - 4737.8771+00FG - 4739.00EG - 4737.22 FG - 4738.59 EG - 4736.5172+00FG - 4738.14 EG - 4736.13 FG - 4737.68 EG - 4735.8273+00FG - 4737.22 EG - 4735.38 FG - 4736.86 EG - 4734.9174+00FG - 4736.36 EG - 4734.81 FG - 4735.47 EG - 4734.6375+00FG - 4734.55 EG - 4734.13 FG - 4733.64 EG - 4733.2576+00MH-(3)STA 70+05.00RIM ELEV=4740.33MH-(4)STA 70+71.06RIM ELEV=4739.70 MH-(5) STA 72+29.31 RIM ELEV=4738.29 MH-(6) STA 73+50.25 RIM ELEV=4737.21 MH-(7) STA 73+84.88 RIM ELEV=4737.26 IE IN (W)=4735.47IE OUT (N)=4735.22IE IN (S)=4734.66IE IN (W)=4734.81IE OUT (NE)=4734.54 IE IN (SW)=4733.15 IE IN (W)=4733.30 IE OUT (N)=4733.05 IE IN (S)=4732.00 IE IN (W)=4732.15 IE OUT (N)=4731.90 IE IN (S)=4731.62 IE IN (W)=4731.80 IE OUT (N)=4730.72 30.63 LF 15" RCP @ 0.90%116.90 LF 15" SDR 35 PVC@ 0.90%154.17 LF 15" SDR 35 PVC@ 0.90%62.06 LF 15" SDR 35 PVC@ 0.90%MH-(7) STA 73+84.88 RIM ELEV=4737.26 MH-(7) STA 73+84.88 RIM ELEV=4737.26 MH-(7) STA 73+84.88 RIM ELEV=4737.26 MH-(7) STA 73+84.88 RIM ELEV=4737.26 98.72 LF 18" PVC@ 0.90% INV - INV - 4734.83 INV - 4734.31 INV - 4733.86 INV - 4733.41 INV - 4732.88 INV - 4732.43 INV - 4731.95 INV - 4730.60 INV - 4730.15 INV - 4729.70 INV - 4729.25 INV - 4728.80 116.70 LF 18" PVC@ 0.90%N 25 AVE SOUTHSTORM MAINCCFWEHC8-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023B0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET102020401.5336CONNECT 5" SDR 35PVC ROOF DRAINLEADER @ 45° ANGLEWITH INSERTA-TEEEXISTING GRADEROWHOME 10(RH-10)N 25TH AVE6.77'6.51'6.53'5.83'6.33'ENSURE 2' MIN. BURYN25 AVENUE STORM MAINSTA. 70+05 TO 76+00TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING15" ASTM F2881 PP PIPEROWHOME 9(RH-9)ROWHOME11 (RH-11)CONNECT 6" SDR 35 PVCROOF DRAIN LEADER @ 45°ANGLE WITH INSERTA-TEEFLATS 3(FL-3)WATERSERVICECROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGCONNECT 6" SDR 35 PVCROOF DRAIN LEADER @ 45°ANGLE WITH INSERTA-TEESEWER MAIN CROSSINGWATER MAINCROSSINGSEWER SERVICE CROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGSEWER MAIN CROSSINGWATER MAINCROSSINGSEWER SERVICE CROSSINGTURBULENCE LANESITE PLAN RC-2 05/2023 GENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORK STANDARD SPECIFICATIONS(MPWSS) 7TH EDITION DATED APRIL 2021, CITY OF BOZEMAN MODIFICATIONS TO MPWSS, LATEST EDITION, ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, AND CONSTRUCTED PER CITY OFBOZEMAN STANDARD DETAILS:5.1.4' CURB INLETS - COB STD 02720-1B5.2.3' X 2' CURB INLETS - COB STD 02720-1A5.3.STORM MANHOLES - COB STD 02720-3 & 46.PIPE DIMENSIONS SHOWN ARE FROM EDGE OF MANHOLE TO EDGE MANHOLE, UNLESS OTHERWISE NOTED.7.LAY PIPE TO UNIFORM GRADE AS INDICATED ON THE PLANS.8.STORM DRAIN PIPE SHALL HAVE A MINIMUM COVER OF 24" WITH RESPECT TO FINISHED GRADE.9.A MINIMUM VERTICAL SEPARATION OF 18" IS REQUIRED FROM WATER MAINS.10.CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO AVOID CONFLICTS WITH ALL OTHER EXISTING ANDPROPOSED UTILITIES.11.ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.12.ALL STORM PIPE 12" DIAMETER AND GREATER SHALL BE ADS HP PIPE OR ENGINEER APPROVED EQUAL. ALLSTORM PIPE SHALL BE WATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER SHALL BE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BE WATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION.MATCH LINE STA75+50 SEE C8-3FINISHED GRADECONNECT 6" SDR 35PVC ROOF DRAINLEADER @ 45° ANGLEWITH INSERTA-TEECONNECT 6" SDR 35PVC ROOF DRAINLEADER @ 45° ANGLEWITH INSERTA-TEECONNECT 6" SDR 35 PVCROOF DRAIN LEADER @ 45°ANGLE WITH INSERTA-TEEBBBBBBBBBBBB