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HomeMy WebLinkAbout044 N 25 AVE SEWER MAINPI: 2+81.19 SSSSS30 31SS BF BTVWW8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8WBPBPBPBPBPSS12SD12SD15SD15SD15SD15SD12SD12SD12SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDSSSSSSSSSS24SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SD8S8S8S8S8SWSWSWS FS FS FSSSSSSSSSSSBPBPBPNGNGNGNGNGBFBFBFBFBFNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPNGNGNGBFBFBFBFBPBPBPBPNGNGNGSBPBPBPBPBPBPNGNG WSWS FS FSSSSSSSSSSSWSWSWS FS FS FS0+001+00 2+00 3+00 4+00 4+10149.47 LF 8" SDR 35 PVC @ 1.00%33.95 LF 8" SDR 35 PVC @ 1.00%INSTALL SEWER MH-(5)STA 2+81.19, 0.00RIM = 4732.648" INV IN (S) = 4723.688" INV OUT (N) = 4723.48124.91 LF 8" SDR 35 PVC @ 1.00%INSTALL SEWER MH-(6)STA 4+10.10, 0.00RIM = 4730.698" INV IN (S) = 4722.2316.99 LF 8" SDR 35 PVC @ 1.00%72.78 LF 8" SDR 35 PVC @ 1.00%INSTALL SEWER MH-(46)STA 0+93.77, 0.00RIM = 4735.598" INV IN (S) = 4725.618" INV OUT (N) = 4725.51149.47 LF 8" SDR 35 PVC @ 1.00%47104720473047404710472047304740FG - 4736.98EG - 4743.850+00FG - 4736.28EG - 4739.88FG - 4735.50EG - 4737.531+00FG - 4734.71EG - 4736.92 FG - 4733.92 EG - 4736.552+00FG - 4733.14 EG - 4736.16 FG - 4732.34 EG - 4735.713+00FG - 4731.52 EG - 4735.23 FG - 4730.81 EG - 4734.864+00FG - EG - 4734.994+15MH-(5) STA 2+81.19 RIM ELEV=4732.64 MH-(6) STA 4+10.10 RIM ELEV=4730.69 IE IN (S)=4723.68 IE OUT (N)=4723.48 IE IN (S)=4722.23 124.91 LF 8" SDR 35 PVC@ 1.00%33.95 LF 8" SDR 35 PVC@ 1.00%149.47 LF 8" SDR 35 PVC@ 1.00%18.99 LF 8" SDR 35 PVC @ 1.00%74.78 LF 8" SDR 35 PVC @ 1.00%MH-(4)STA 0+00.00RIM ELEV=4736.98IE IN (E)=4726.71IE OUT (N)=4726.51 INV - 4726.51 INV - 4726.03 INV - 4725.47 INV - 4724.97 INV - 4724.47 INV - 4723.97 INV - 4723.31 INV - 4722.81 INV - 4722.31 INV - IE IN (S)=4725.61IE OUT (N)=4725.51 MH-(46)STA 0+93.77RIM ELEV=4735.59 N 25 AVE SEWERMAINCCFWEHC6-5SheetNumber:© 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 111 LF 6" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 56 LF 8" SDR 35 PVCSANITARY SEWER SERVICEINSTALL SAND OIL SEPARATORN 25TH AVEFINISHED GROUNDEXISTING GROUNDTRADE WIND LANEINSTALL 57 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 51 LF 8" SDR 35 PVCSANITARY SEWER SERVICEINSTALL 46 LF 4" SCH 40 PVCSANITARY SEWER SERVICECLUBHOUSE(AM-1)NORTH 25TH AVENUE SEWER MAINSTA. 0+00 TO 4+10.10TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCGEARGARAGE(AM-2)INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICEINSTALL 8" X 6" INLINE WYE FORSANITARY SEWER SERVICEINSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICEFLATS 1(FL-1)8.96'9.36'10.04'ENSURE 5' MIN. BURYINSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 2+96.64INSTALL 8" X 6" INLINE WYE FORSANITARY SEWER SERVICESTA. 2+45.24INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 0+74.78WATERSERVICECROSSINGSTORMDRAINCROSSINGDRYUTILITYCROSSINGWATERSERVICECROSSINGWATER MAINCROSSINGSTORM DRAIN CROSSINGDRY UTILITY CROSSINGWATERSERVICECROSSINGFLATS 2 (FL-2)TURBULENCE LANE 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040SITE PLAN RC-2 05/2023 MATCH LINE STA00+50 SEE C6-1WATER MAINCROSSINGWATERSERVICECROSSING9.36'1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 20210(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 TO LOCATE OR PROPERLY PROVIDEPROTECTION 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 AS APPLICABLE.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 MATERIAL SHALL 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 THE CITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULE INSPECTIONS WITH THE SEWER DEPARTMENT AMINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:18" MIN.