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HomeMy WebLinkAbout042 WEST DRIVE N & S SEWER MAINW WW W W W W W W W SSSSSS33 1604230SCOBF BF BPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGS12SD 12SD 12SD 12SD 12SD 15SD 15SD 15SD15SD15SD15SD15SD15SD15SD15 S D 15 S D 15 S D 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD 6SD6SD6SD6SD6SD8S 8S 8S 8S 8S 8S 8S 8S BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NG NG NG NG6SD6SDBPBPBPBPBPBPBPBP8S8S8S8S 8S 8S 8 SNGNGNGNGNGNG NGNGNGNGNGNG FS FS FSWSWSWS FS FSWSWS WS21+0022+0023+0023+38103.17 LF 8" SDR 35 PVC @ 1.40%8.13 LF 8" SDR 35 PVC @ 1.40%INSTALL SEWER MH-(14)STA 22+16.56, 0.00RIM = 4734.248" INV IN (S) = 4724.448" INV OUT (NE) = 4724.24117.14 LF 8" SDR 35 PVC @ 1.40%INSTALL SEWER MH-(15)STA 23+37.70, -0.09 LTRIM = 4731.878" INV IN (SW) = 4722.6047104720473047404710472047304740FG - 4734.28EG - 4731.8021+50FG - 4734.29EG - 4735.7822+00FG - 4733.57EG - 4737.90 FG - 4732.11 EG - 4731.9623+00FG - EG - 4731.7923+40103.17 LF 8" SDR 35 PVC@ 1.40%8.13 LF 8" SDR 35 PVC@ 1.40%117.14 LF 8" SDR 35 PVC@ 1.40%IE IN (SW)=4722.60 IE IN (S)=4724.44IE OUT (NE)=4724.24 MH-(15) STA 23+37.70 RIM ELEV=4731.87 MH-(14)STA 22+16.56RIM ELEV=4734.24 INV - 4725.34 INV - 4724.64 INV - 4723.80 INV - 4723.10 INV - 4722.61 BPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBF8W8W8W8W8W8W8WNGNGNGNGNGBPBPBPBPSS12SD12SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD FS FS15SD15SD15SD8S8S8S8S8S8S8S8S8S8S8S8S6SD6SDNGNGNGNGNGNGNGNGNGNGNGBPNGNG FSWSWSBPBP FSWS6SD6SD6SD 6SD 6SD6SD14+00 15+00 6.72 LF 8" SDR 35 PVC @ 1.20%111.86 LF 8" SDR 35 PVC @ 1.20%8.06 LF 8" SDR 35 PVC @ 1.20%INSTALL SEWER MH-(11)STA 14+00.00, 0.00RIM = 4741.848" INV OUT (W) = 4735.06INSTALL SEWER MH-(9)STA 15+30.64, 0.00RIM = 4741.648" INV IN (E) = 4733.548" INV OUT (N) = 4733.34472047304740475047204730474047509.68'8.12'111.86 LF 8" SDR 35 PVC@ -1.20%MH-(11) STA 14+00.00 RIM ELEV=4741.84 MH-(9) STA 15+30.64 RIM ELEV=4741.64 IE OUT (W)=4735.06 IE IN (E)=4733.54 IE OUT (N)=4733.34 FG - EG -13+85FG - 4739.64 EG - 4739.6414+00FG - 4739.26 EG - 4739.26 FG - 4738.99 EG - 4738.9915+00FG - 4739.29 EG - 4739.2915+40 INV - INV - 4735.06 INV - 4734.48 INV - 4733.88 INV -6.72 LF 8" SDR 35 PVC@ 1.20%8.06 LF 8" SDR 35 PVC@ -1.20%WEST DRIVE NORTH& SOUTH SEWERMAINCCFWEHC6-3SheetNumber:© 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 205.10.2023BINSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICEN 27TH AVEFINISHED GROUNDEXISTING GROUNDTRADE WIND LANE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR 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/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH,AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.DIMENSIONS SHOWN ARE FROM EDGE OF MANHOLE TO EDGE OF MANHOLE.8.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN ASAPPLICABLE.9.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIALSHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.12.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24")BELOW FINISH GRADE.13.ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALL TV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THECITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULE INSPECTIONS WITHTHE SEWER DEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TOALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOTACCEPTABLE.GENERAL NOTES:INSTALL 12.5 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 16 LF 4" SCH 40 PVCSANITARY SEWER SERVICEN 25TH AVE FINISHED GROUNDINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEWEST DRIVE SOUTHSEWER MAINSTA. 14+00 TO 15+33.50TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5' MIN. BURYINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEROWHOME 1(RH-1)CONNECT TOEXISTING 8"SANITARY SEWERSTUB STA. 23+53.89INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 22+06.43EXISTING GROUNDINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 14+08.72INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 15+20.58STORM DRAINCROSSINGSTORM DRAINCROSSINGSTORM DRAINCROSSINGROWHOME 8(RH-8)ROWHOME 7(RH-7)WEST DRIVE NORTHSEWER MAINSTA. 21+50 TO 23+40TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCFLAT 2 (FL-2)FLATS 3(FL-3)ROWHOME 6 (RH-6)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040SITE PLAN RC-2 05/2023 10.69'9.77'STORM DRAINCROSSINGMATCH LINE STA 21+50 SEE C6-2MATCH LINE STA15+50 SEE C6-2ROWHOME 2(RH-2)