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HomeMy WebLinkAbout064 AM-3 SEWER SERVICE8S 8S 8S 8S 8S 8S 8S 8S S6SD SS SS SS SSSSSSSSSSSSSSSS18SD18SD18SD18SD18SD 18SD BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF NG NG NG NG NG NG BP BP BP BP BP BP BP BP 0+00 1+001+10STA 1+10.02STA 1+08.02STA 0+00.00STA 0+12.60STA 0+30.00STA 0+31.00STA 0+32.00STA 0+34.00STA 0+00.72STA 0+08.02STA 0+58.65STA 0+72.1547204730474047504720473047404750-0+050+001+001+15STA -0+00.00ELEV=4724.49STA 0+00.72ELEV=4724.84STA 0+58.65ELEV=4726.00STA 0+72.15ELEV=4726.24STA 1+10.02ELEV=4727.00TEMPORARY END OFSEWER SERVICE8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8SS18SD18SD18SD18SD18SD18SDWSWSWSWSWSWSWS FS FS FS FS FS FS FSSSSSSSSSSSBP BP BP BP BP BPBFBFBFBFBFBF BFNGNGNGNGNGBPBPBPBPBPBPBP1+001+100+000+45STA 0+45.31STA 0+43.31STA 0+33.47STA 0+31.47STA 0+30.47STA 0+29.47STA 0+11.26STA 0+00.00STA 0+01.69472047304740472047304740-0+050+000+50STA 0+00.00ELEV=4723.76STA 0+01.69ELEV=4725.13STA 0+45.31ELEV=4726.33TEMPORARY END OFSEWER SERVICEAM-3 SEWERSERVICECCFWEHC7-20SheetNumber:© 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 205.10.2023BFINISHEDGROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUNDANDERSON PRECAST 1500GAL SAND / OILSEPARATOR OREQUIVALENT APPROVED BYENGINEER PER CITY OFBOZEMAN STANDARDSFINISHED GROUNDEXISTING GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINSEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWERSERVICE PIPE45LF2INSTALL 8" x 4" SDR 35 PVC INLINEWYE1EA34" SDR 26 PVC CLEANOUT SEESEWER DETAILS SHEET1EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING2EA66" SDR 26 PVC SANITARY SEWERSERVICE PIPE110LF7INSTALL 8" x 6" SDR 35 PVC INLINEWYE1EA86" SDR 26 PVC CLEANOUT SEESEWER DETAILS SHEET1EA9ANDERSON PRECAST 1500 GALSAND / OIL SEPARATOR1EA10TEMPORARY 6" SDR 26 PVC CAP1EA11DRY UTILITY CROSSING6EA124" SDR 26 PVC 45 DEG. BEND1EA136" SDR 26 PVC 45 DEG. BEND1EA165STA 00+11.263STA 00+43.3145STA 00+12.6098STA 01+08.0210SheetNumber:© 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 205.10.2023B2%1GEAR GARAGE (AM-3)SEWER SERVICESTA. 00+00 TO 00+45.35TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCGEAR GARAGEFINISH FLOORELEVATION:4731.80EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURYGEAR GARAGE (AM-3)SEWER SERVICE 2STA. 00+00 TO 01+10.02TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6" ASTM D3034 SCH. 40 PVCGEAR GARAGEFINISH FLOORELEVATION:4731.80EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY2%2%66111111STA 00+29.47STA 00+30.47STA 00+31.47111111STA 00+30.00STA 00+32.00STA 00+34.00* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555105101020SITE PLAN RC-2 05/2023 713810911111111571311STA 00+31.008GEAR GARAGE (AM-3)GEARGARAGE(AM-3)111111115243121211STA 00+33.4721.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION 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 ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:INSTALL INSULATION BLUE BOARDBBB