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HomeMy WebLinkAbout067 N 25 AVE NORTH STORM MAIN47104720473047404710472047304740FG - 4734.55EG - 4733.9775+50FG - 4733.64EG - 4733.1376+00FG - 4732.88EG - 4732.31FG - 4732.12EG - 4731.7277+00FG - 4731.33 EG - 4731.53 FG - 4730.70 EG - 4730.9378+00FG - 4730.04 EG - 4729.68 FG - 4729.49 EG - 4729.7979+00FG - 4728.94 EG - 4729.27 FG - 4728.38 EG - 4728.4580+00FG - 4727.84 EG - 4728.28 FG - 4727.61 EG - 4728.1780+95 INV - 4729.25 INV - 4728.80 INV - 4728.29 INV - 4727.84 INV - 4726.90 INV - 4726.45 INV - 4725.94 INV - 4725.49 INV - 4725.04 INV - 4724.59 INV - 4723.98 INV - MH-(8)STA 76+04.31RIM ELEV=4733.56 MH-(9) STA 77+42.85 RIM ELEV=4731.40 MH-(10) STA 78+27.96 RIM ELEV=4730.29 MH-(11) STA 80+38.67 RIM ELEV=4727.95 MH-(12)STA 80+93.67RIM ELEV=4727.39IE IN (S)=4723.60 IE IN (W)=4724.40 IE OUT (NE)=4723.40 IE IN (S)=4724.26 IE OUT (N)=4724.06 IE IN (S)=4726.22 IE IN (W)=4726.87 IE OUT (N)=4726.12 IE IN (S)=4727.47 IE OUT (N)=4726.95 IE IN (S)=4728.78IE IN (W)=4729.18IE OUT (N)=4728.68 134.53 LF 18" PVC@ 0.90%81.10 LF 24" PVC@ 0.90%206.71 LF 24" PVC@ 0.90%51.00 LF 24" PVC@ 0.90%SSSSSSSSSSSSSSSSSSS29 30 31S SSSNGBF BF BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVWWW8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPS24SD24SD12SD15SD15SD12SD15SD15SD15SD15SD12SD12SD12SD6SD6SD6SDSSSSSSSSSS24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SDWSWSWS FS FS FSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGBPBPBPBPNGNGNGBFBFBFBFBPBPBPBPNGNGNGBFBFBFBFN G N G NGNGNGBPBPBPBPBPBPNGNG SSSSWSWSWS FS FS FS76+0077+00 78+00 79+00 80+00 81+0081+36PI: 76+04.31PI: 77+42.85PI: 78+27.96 PI: 80+38.67 PI: 80+93.67MH-(8)STA 76+04.31, 0.00INSTALL NEW CURB INLETRIM = 4733.5618" INV OUT (N) = 4728.68MH-(25)STA 76+05.77, -30.97 LTINSTALL NEW CURB INLETRIM = 4733.5612" INV OUT (E) = 4729.45MH-(9)STA 77+42.85, 0.00INSTALL NEW CURB INLETRIM = 4731.4024" INV OUT (N) = 4726.95MH-(10)STA 78+27.96, 0.00INSTALL NEW CURB INLETRIM = 4730.2924" INV OUT (N) = 4726.12MH-(11)STA 80+38.67, 0.00INSTALL NEW CURB INLETRIM = 4727.9524" INV OUT (N) = 4724.06MH-(12)STA 80+93.67, 0.00INSTALL NEW CURB INLETRIM = 4727.3924" INV OUT (NE) = 4723.40MH-(27)STA 80+93.67, -31.00 LTINSTALL NEW CURB INLETRIM = 4727.3912" INV OUT (E) = 4724.67MH-(26)STA 78+27.96, -47.82 LTINSTALL NEW CURB INLETRIM = 4730.6215" INV OUT (E) = 4727.20134.53 LF 18" PVC @ 0.90%43.82 LF 15" PVC @ 0.75%206.71 LF 24" PVC @ 0.90%27.00 LF 12" SDR 35 PVC @ 1.00%48.87 LF 24" PVC @ 0.82%51.00 LF 24" PVC @ 0.90%81.10 LF 24" PVC @ 0.90%N 25 AVE NORTHSTORM MAINCCFWEHC8-3SheetNumber:© 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 GRADEEXISTING GRADESTORM SEWER OUTLETENERGY DISSIPATIONDETAIL 2 ON SHEET C1-5PROPOSEDSTORM WATERDETENTION PONDN 25TH AVEFLATS 1(FL-1)GEARGARAGE(AM-3)CLUBHOUSE(AM-1)FLATS2 (FL-2)N25TH AVENUE STORM MAINSTA. 75+50 TO 80+93.67TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING15" AND 18" ASTM F2881 PP PIPEENSURE 2'MIN. BURY6.11'5.47'5.23'5.31'WATER SERVICECROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGSEWERSERVICECROSSINGSEWERSERVICECROSSINGDRYUTILITYCROSSINGDRYUTILITYCROSSING5.73'DRYUTILITYCROSSINGDRYUTILITYCROSSINGSEWERSERVICECROSSINGSEWERSERVICECROSSINGTRADE WIND LANESITE PLAN RC-2 05/2023 GENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCEWITH MONTANA PUBLIC WORK STANDARDSPECIFICATIONS (MPWSS) 7TH EDITION DATEDAPRIL 2021, CITY OF BOZEMAN MODIFICATIONS TOMPWSS, LATEST EDITION, AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINEDBY AGENCY, OWNER AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALLBE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTINGUTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OFTHE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIESDUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.ALL STORM DRAIN INLETS AND MANHOLES SHALLBE THE SIZE INDICATED, AND CONSTRUCTED PERCITY OF 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, UNLESSOTHERWISE NOTED.7.LAY PIPE TO UNIFORM GRADE AS INDICATED ONTHE PLANS.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 GREATERSHALL BE ADS HP PIPE OR ENGINEER APPROVEDEQUAL. 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.MATCH LINE STA75+50 SEE C8-20VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040BB