Loading...
HomeMy WebLinkAbout045 FL-1 SEWER SERVICE8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S 15SD15SD15SD15SD15SD15SD15SD15SD24SD 24SD24SD24SD24SD24SD24SD24SD24SD24SD24SDSSSSSSSSSS SSSSSSSSSSSSSSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FS30SSWW0+00 0+51 PI: 0+3 0 . 9 4 STA 0+16.13STA 0+21.87STA 0+20.62STA 0+51.10STA 0+48.10STA 0+30.9447104720473047404710472047304740-0+050+000+60IE IN (S)=4722.23MH-(6)STA 00+00RIM ELEV=4730.69STA 0+02.42ELEV=4722.50STA 0+51.10ELEV=4724.76TEMPORARY ENDOF SEWER SERVICESTA 0+20.62ELEV=4722.87STA 0+21.87ELEV=4724.17FL-1 SEWERSERVICECCFWEHC7-1SheetNumber:© 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 205.10.2023BFLAT 1(FL-1)TRADE WIND LANEN 25TH AVE 2%SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT18" SDR 35 PVC SANITARY SEWERSERVICE PIPE49LF2CONNECT TO EXISTING MANHOLE.CORE MINIMUM 10" DIAMETER.INSTALL INSERTA LOK OR LINKSEAL AND GROUT ANNULUS SPACEWITH NON-SHRINK GROUT.1EA38" SDR 35 PVC CLEANOUT SEESHEET C1-41EA4TEMPORARY 8" SDR 35 PVC CAP1EA58" SDR 35 PVC 45 DEG BEND2EA6STORM DRAIN MAIN CROSSING1EA78" SDR 35 PVC 11.25 DEG. BEND1EA112246STA 00+16.13FLAT 1 FINISH FLOORELEVATION: 4730.80FLAT 1 (FL-1) SEWER SERVICESTA. 00+00 TO 00+51.10TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDINGEXISTING GROUNDFINISHED GROUND3STA 00+48.106754STA 00+02.42130VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510SITE 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.7STA 00+30.945558.96'2%1.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:BBB