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HomeMy WebLinkAbout043 EAST SEWER MAIN8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8WSS12SD12SD12SD>>>>>>>>>>>>>>>>>>12SD12SD12SD12SD18SD18SD>> FS FS FSWSWSWSSSSSSSSSSSS12SD12SD12SD12SD>>6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD>>>>>>>>>6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>W15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD FS FS FS FSWSWSWSWS8SD8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSS8S8S8S8S8SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSSSSSSS6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPNGNGNGNGNGBPBPBPBFBFBFBFBFBFNGNGNGNGNGBPBPBPBPBPBPSBPBPBPBPBPBPBFBFBFBFBFBFNGNGNGNGNGBPBP FS FS FS FS WS WS WS WS FS FS FS FSWSWSWSWSWS FSSSSSSSSSSSSSSSSS6SDBPBPBPBPBPBP0+00 1+00 2+00 10+0011+00 12+00 13+00 13+49 INSTALL SEWER MH-(10)STA 10+00.00, 0.00RIM = 4738.788" INV OUT (N) = 4729.6843.56 LF 8" SDR 35 PVC @ 0.55%43.44 LF 8" SDR 35 PVC @ 0.55%76.48 LF 8" SDR 35 PVC @ 0.55%22.00 LF 8" SDR 35 PVC @ 0.55%63.61 LF 8" SDR 35 PVC @ 0.55%90.75 LF 8" SDR 35 PVC @ 0.55%4.98 LF 8" SDR 35 PVC @ 0.55%4720473047404750472047304740475043.56 LF 8" SDR 35 PVC @ 0.55%6.98 LF 8" SDR 35 PVC @ 0.55%43.44 LF 8" SDR 35 PVC @ 0.55%90.75 LF 8" SDR 35 PVC @ 0.55%76.48 LF 8" SDR 35 PVC @ 0.55%22.00 LF 8" SDR 35 PVC @ 0.55%65.61 LF 8" SDR 35 PVC @ 0.55%MH-(7) STA 13+48.82 RIM ELEV=4736.04 MH-(10)STA 10+00.00RIM ELEV=4738.78FG - 4739.27EG - 4735.6810+00FG - 4739.28EG - 4735.14FG - 4738.91EG - 4734.7911+00FG - 4738.55 EG - 4734.22 FG - 4738.19 EG - 4734.1412+00FG - 4738.16 EG - 4734.19 FG - 4738.02 EG - 4733.9913+00FG - EG - 4733.56 FG - EG -13+60IE OUT (N)=4729.68 IE IN (S)=4727.78IE OUT (W)=4727.58 INV - 4729.67 INV - 4729.41 INV - 4729.14 INV - 4728.86 INV - 4728.59 INV - 4728.31 INV - 4728.04 INV - 4727.78 INV -EAST SEWER MAINCCFWEHC6-4SheetNumber:© 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 88 LF 4" SCH 40PVC SANITARY SEWERSERVICE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7THEDITION 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 DETERMINEDBY 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 THEEXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.DIMENSIONS SHOWN ARE TO 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 ANDSTORM 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 JOINTAND 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 OFTWENTY-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 SEWERSSHALL BE DONE BY THE CITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWERSUPERINTENDENT. SCHEDULE INSPECTIONS WITH THE SEWER DEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUSTBE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELYFLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:N 25TH AVEEXISTING GROUNDFINISHED GROUNDTURBULENCE LANEINSTALL 13 LF4" SCH 40 PVCSANITARYSEWERSERVICEINSTALL 64 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 42 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 42 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 42 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICE9.09'CLUBHOUSE(AM-1)ROWHOME 9(RH-9)SINGLE UNIT 1(SU-1)SINGLE UNIT 2(SU-2)SINGLE UNIT 3(SU-3)INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICEINSTALL 8" X 4" INLINE WYEFOR SANITARY SEWERSERVICEEAST DRIVE SEWER MAINSTA. 10+00 TO 13+51.91TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5' MIN. BURYINSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 12+83.21INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 12+61.21INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 11+84.74INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 10+93.98INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 10+50.54INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 10+06.98ROWHOME 10(RH-10)WATER SERVICECROSSING9.60'DRY UTILITY CROSSINGDRY UTILITY CROSSINGSTORM DRAINCROSSINGSTORMDRAINCROSSINGWATER SERVICECROSSINGDRY UTILITYCROSSINGDRY UTILITYCROSSINGWATER SERVICECROSSINGWATER SERVICECROSSINGROWHOME 11(RH-11)ROWHOME 12(RH-12)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040SITE PLAN RC-2 05/2023 MATCH LINE STA 13+00 SEE C6-1INSTALL 8" X 4" INLINE WYEFOR SANITARY SEWERSERVICE