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HomeMy WebLinkAbout065 TURBULENCE LN STORM MAINO O O O O O O O O O 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS12SD12SD 12SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDWSWSWSWSWS FS FS FS FS 12SD12SD12SD12SD12SD12SD12SD 6SD 6SD >>>>>>>>>>6SD 6SD6SD6SD 6SD 6SD6SD>> > > > > > > > > > > > > > > > > > > > > > >>> > > 15SD 15SD 18SD 18SD 18SD 18SD 18SD FS FS FSWSWSWS 8S 8S 8S 8S8S8S8S8SWSWSWSWSWSSSSSSS12SD12SD12SD12SD BPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBF BFNG BP BP BP BP BP BP BPBFBFBFBFBFBFBFNGNGNGNGNG NG > 6W 6W WSWS8SD85+0086+00 87+00 S153.98 LF 18" PVC @ 0.20%27.39 LF 12" SDR 35 PVC @ 0.22%64.49 LF 18" PVC @ 0.20%101.49 LF 12" SDR 35 PVC @ 1.00%12.60 LF 12" SDR 35 PVC @ 1.00%27.00 LF 12" SDR 35 PVC @ 1.00%26.85 LF 12" SDR 35 PVC @ 1.00%27.00 LF 12" SDR 35 PVC @ 1.00%PI: 86+62.98 PI: 87+31.48MH-(14)STA 85+05.00, 0.00INSTALL NEW CURB INLETRIM = 4735.5312" INV IN (N) = 4732.4418" INV OUT (E) = 4732.34MH-(28)STA 85+01.96, -31.30 LTINSTALL NEW CURB INLETRIM = 4735.5012" INV OUT (S) = 4732.50MH-(29)STA 86+62.69, -31.00 LTINSTALL NEW CURB INLETRIM = 4736.5812" INV OUT (S) = 4732.45MH-(15)STA 86+62.98, 0.00INSTALL NEW CURB INLETRIM = 4736.5818" INV IN (W) = 4732.0312" INV IN (N) = 4732.1818" INV OUT (E) = 4731.93MH-(7)STA 87+31.48, 0.00INSTALL NEW CURB INLETRIM = 4737.2615" INV IN (S) = 4731.6218" INV IN (W) = 4731.8018" INV OUT (N) = 4730.72MH-(30)STA 88+31.40, 0.00INSTALL NEW CURB INLETRIM = 4735.5312" INV IN (S) = 4730.6512" INV OUT (E) = 4730.45MH-(16)STA 88+25.56, 30.30 RTINSTALL NEW CURB INLETRIM = 4735.5412" INV OUT (N) = 4730.92MH-(31)STA 89+36.90, 0.00INSTALL NEW CURB INLETRIM = 4734.7518" INV IN (S) = 4729.1412" INV IN (W) = 4729.4412" INV IN (E) = 4729.4418" INV OUT (N) = 4728.94MH-(34)STA 89+53.71, 0.00INSTALL NEW CURB INLETRIM = 4734.0612" INV IN (S) = 4729.7712" INV OUT (W) = 4729.57MH-(33)STA 89+63.39, 29.45 RTINSTALL NEW CURB INLETRIM = 4734.0612" INV OUT (N) = 4730.04PI: 89+36. 9 0 PI: 89+53.7 1 88+31 89+004720473047404750 4720473047404750FG - 4735.88EG - 4735.2485+00FG - 4735.84EG - 4735.52FG - 4736.17EG - 4735.4986+00FG - 4736.49EG - 4735.42 FG - 4736.99 EG - 4735.3287+00FG - 4736.60 EG - 4734.72 FG - 4736.07 EG - 4733.4288+00FG - 4735.48 EG - 4732.31 FG - 4735.11 EG - 4730.8389+00FG - 4734.32 EG - 4729.90 FG - EG -90+00FG - EG -90+29IE IN (N)=4732.44IE OUT (E)=4732.34IE IN (W)=4732.03 IE IN (N)=4732.18 IE OUT (E)=4731.93 IE IN (S)=4731.62 IE IN (W)=4731.80 IE OUT (N)=4730.72 153.98 LF 18" PVC@ 0.20%MH-(14)STA 85+05.00RIM ELEV=4735.53 MH-(15) STA 86+62.98 RIM ELEV=4736.58 MH-(7) STA 87+31.48 RIM ELEV=4737.26 INV - INV - 4732.25 INV - 4732.15 INV - 4732.05 INV - 4731.86 INV - 4731.46 INV - 4730.66 INV - 4729.95 INV - 4729.45 INV - 4729.22 INV - INV - . . MH-(30) STA 88+31.40 RIM ELEV=4735.53 MH-(31) STA 89+36.90 RIM ELEV=4734.75 MH-(34) STA 89+53.71 RIM ELEV=4734.06101.49 LF 12" SDR 35 PVC@ 1.00%MH-(30) STA 88+31.40 RIM ELEV=4735.53 MH-(30) STA 88+31.40 RIM ELEV=4735.53 MH-(30) STA 88+31.40 RIM ELEV=4735.53 IE IN (S)=4730.65 IE OUT (E)=4730.45 IE IN (S)=4729.14 IE IN (W)=4729.44 IE IN (E)=4729.44 IE OUT (N)=4728.94 IE IN (S)=4729.77 IE OUT (W)=4729.57 64.49 LF 18" PVC@ 0.20%12.60 LF 12" SDR 35 PVC@ 1.00%INSTALL 123 LF OF 18" HDPE@1.65%TURBULENCE LNSTORM MAINCCFWEHC8-1SheetNumber:© 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 205.10.2023B0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040GENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCEWITH MONTANA PUBLIC WORK STANDARDSPECIFICATIONS (MPWSS) 7TH EDITION DATED APRIL2021, CITY OF BOZEMAN MODIFICATIONS TO MPWSS,LATEST EDITION, AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALLBE SAW CUT OR NEAT CUT AS APPROVED BY AGENCYAND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTINGUTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATIONIS KNOWN.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BETHE SIZE INDICATED, AND CONSTRUCTED PER CITYOF BOZEMAN STANDARD DETAILS:5.1.4' CURB INLETS - COB STD 02720-1B5.2.3' X 2' CURB INLETS - COB STD 02720-1A5.3.STORM MANHOLES - COB STD 02720-3 & 46.PIPE DIMENSIONS SHOWN ARE FROM EDGE OFMANHOLE TO EDGE MANHOLE, UNLESS OTHERWISENOTED.7.LAY PIPE TO UNIFORM GRADE AS INDICATED ON THEPLANS.8.STORM DRAIN PIPE SHALL HAVE A MINIMUM COVEROF 24" WITH RESPECT TO FINISHED GRADE.9.A MINIMUM VERTICAL SEPARATION OF 18" ISREQUIRED FROM WATER MAINS.10.CONTRACTOR SHALL COORDINATE UTILITYINSTALLATIONS TO AVOID CONFLICTS WITH ALLOTHER EXISTING AND PROPOSED UTILITIES.11.ANY DISCREPANCIES SHALL BE REPORTED TO THEENGINEER IMMEDIATELY.12.ALL STORM PIPE 12" DIAMETER AND GREATER SHALLBE ADS HP PIPE OR ENGINEER APPROVED EQUAL.ALL STORM PIPE SHALL BE WATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER SHALLBE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BEWATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONALINFORMATION.FINISHED GRADEEXISTING GRADEINSTALL 116 LF OF 36" RCPCULVERT @1.30%36" RCP CULVERTIE (IN): 4731.90'18" HDPE CULVERTIE (IN): 4730.67'18" HDPE CULVERTIE (OUT):4728.64'36" RCP CULVERTIE (OUT): 4730.39'CLUBHOUSE(AM-1)INSTALL RIPRAP SPLASHPAD PER DETAIL 2 ONSHEET C1-5TURBULENCE LANE STORM MAINSTA. 85+00 TO 90+29TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING15" ASTM F2881 PP PIPEFLATS 3(FL-3)TURBULENCE LANEFLATS 2(FL-2)4.59'5.91'ENSURE 2' MIN. BURY7.49'6.57'6.91'TRENCH PLUGPER DETAIL 3,DRAWING C1-6.STA 86+52.98 TOSTA 86.57.98FIRE HYDRANTCROSSINGWATER SERVICE CROSSINGFIRE HYDRANTCROSSINGWATER SERVICE CROSSINGWATER SERVICE CROSSINGWATER SERVICE CROSSINGCULVERTCROSSINGCULVERTCROSSINGROWHOME 9 (RH-9) SINGLE UNI T 1 (SU-1)TURBULENCE LANESITE PLAN RC-2 05/2023 6.04'N 25TH AVEB BBBBBBBBB