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HomeMy WebLinkAbout040 TURBULENCE LANE SEWER MAINNGNG8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS12SD12SD 12SD18SD18SD18SD18SD18SD18SD18SD18SD FS FSWSWS12SD12SD12SD12SD12SD12SD12SD 6SD 6SD >>>>>>>>>>6SD 6SD 6SD6SD6SD 6SD 6SD6SD 6SD6SD>> > > > > > > > > > > > > > > > > > > > > > >> > > > > > > 15SD 18SD 18SD 18SD 18SD 18SD 18SD FS FS FS FS WS WS WS WS 8S 8S 8S 8S8S8S8S8SWSWSWSWSWSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBP BFNG BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBFNGNGNGNGNGNG >SWSWS FS FSSSSSSS8+00 8+91 13+0013+49INSTALL SEWER MH-(4)STA 8+00.00, 0.00RIM = 4736.988" INV IN (E) = 4726.718" INV OUT (N) = 4726.51INSTALL SEWER MH-(7)STA 8+90.85, 0.00RIM = 4736.048" INV IN (S) = 4727.788" INV OUT (W) = 4727.5886.85 LF 8" SDR 35 PVC @ 1.00%EP: 13+48.8272.78 LF 8" SDR 35 PVC @ 1.00%47204730474047504720473047404750MH-(4) STA 8+00.00 RIM ELEV=4736.98 MH-(7) STA 8+90.85 RIM ELEV=4736.04 IE IN (E)=4726.71 IE OUT (N)=4726.51 IE IN (S)=4727.78 IE OUT (W)=4727.58 FG - EG -7+85FG - 4736.98 EG - 4735.038+00FG - 4736.59 EG - 4734.41 FG - EG - 4733.169+00FG - EG -7+85FG - 4736.98 EG - 4735.038+00FG - 4736.59 EG - 4734.41 FG - EG - 4733.169+00 INV - INV - 4726.71 INV - 4727.19 INV -11.21'86.85 LF 8" SDR 35 PVC@ 1.00%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:TURBULENCE LANESEWER MAINCCFWEHC6-1SheetNumber:© 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 205.10.2023BFINISHED GROUNDEXISTING GROUNDTURBULENCE LANEN 25TH AVE TURBULENCE LANESEWER MAINSTA. 8+00 TO 8+89TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5' MIN. BURYSTORM DRAINCROSSINGDRY UTILITYCROSSINGDRY UTILITYCROSSINGSTORM DRAINCROSSINGFLAT 2(FL-2)CLUBHOUSE(AM-1)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040SITE PLAN RC-2 05/2023 MATCH LINE STA13+00 SEE C6-4MATCH LINE STA0+50 SEE C6-510.98'18" MIN.