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HomeMy WebLinkAbout050 RH-3 SEWER SERVICESSSS12SD 12SD 12SD 12SD 12SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SD8SD472047304740472047304740-0+050+000+20STA 0+00.00ELEV=4729.17TEMPORARY END OFSEWER SERVICESTA 0+10.57ELEV=4728.96STA 0+12.00ELEV=4727.90RH-3 SEWERSERVICECCFWEHC7-6SheetNumber:© 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 205.10.2023BROWHOME 3(RH-3)EXISTING GROUNDFINISHED GROUND2%PROPOSED8" SDR 35 PVCSANITARYSEWER MAIN12STA 00+12.003STA 00+03.005STA 00+02.004STA 00+00.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWERSERVICE PIPE12LF2INSTALL 8" x 4" SDR 35 PVC INLINEWYE1EA34" SDR 26 PVC CLEANOUT SEESHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA1245STA 00+02.003ROWHOME 3FINISH FLOORELEVATION:4734.50ENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDINGROWHOME 3 (RH-3) SEWER SERVICESTA. 00+00 TO 00+12.00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVC0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510SITE PLAN RC-2 05/2023 * 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.STA 00+03.006STA 00+10.5761.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: