Loading...
HomeMy WebLinkAbout083 GRADE & DRAIN PLAN 4O O O O O O O O O O O O O O O O O O OO204NGNGNGNGNGNGTBC: 37.58TBC: 36.65TBC: 39.21TBC: 37.41TBC: 37.70T B C : 3 7 . 5 7 TBC: 35.90TBC: 34.03MATCH EXIST.MATCH EXIST.MATCH EXIST.TBC: 34.03TBC: 35.96TBC: 36.32TBC: 36.52TBC: 36.73TBC: 36.35TBC: 33.80TBC: 32.99TBC: 32.92TBC: 32.90SW: 33.92SW: 33.98SW: 34.22SW: 34.31SW: 33.16SW: 35.72SW: 36.15SW: 34.19SW: 36.94SW: 36.87SW: 36.75SW: 36.80MATCH EXIST.MATCH EXIST.12SD12SD 12SD 12SD18SD18SD18SD18SD18SD15SD12SD12SD12SD 12SD12SD8SD 8SD 8SD12SD12SD 12SD12SD12SD12SD12SD>>>>>>>>6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD > > > > > > > > > > > > > > > > > > > > > >> > > > > > >>>>>>>> >> >>>>>>>> > > > >>>>>>> > > > > >>> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>> 15SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 24SD8SD8SD 6SD6SD6SD>FL: 28.70FL: 27.59FL: 26.38FL: 25.64SW: 34.35SW: 34.28FF: 33.50SW: 36.48SW: 36.55SW: 37.26SW: 37.33SW: 37.47SW: 37.40SW: 37.39SW: 37.46SW: 37.28SW: 37.23SW: 37.43SW: 37.50SW: 37.57SW: 37.59SW: 37.26SW: 37.32SW: 37.49SW: 37.72 F G : 3 2 . 6 4 FG: 32.69F G : 3 3 . 1 5 F G : 3 3 . 0 9 TBC: 31.98TBC: 31.72TBC: 30.81TBC: 30.49TBC: 32.08TBC: 31.97TBC: 31.66TBC: 31.46TBC: 31.39TBC: 31.35TBC: 31.57TBC: 31.90TBC: 31.79TBC: 32.57TBC: 32.66TBC: 32.76TBC: 32.94TBC: 31.83TBC: 31.64TBC: 30.86TBC: 30.95TBC: 30.93TBC: 30.70TBC: 30.58TBC: 30.57TBC: 30.69TBC: 30.77TBC: 30.79TBC: 30.70TBC: 31.77TBC: 32.99TBC: 35.55TBC: 36.95SW: 37.02SW: 36.87SW: 37.02SW: 37.02SW: 36.88SW: 36.87SW: 36.94SW: 36.95SW: 36.92SW: 36.88SW: 36.82SW: 36.84SW: 34.54SW: 34.34SW: 33.47SW: 33.46TBC: 32.51TBC: 32.58TBC: 32.46TBC: 32.39SW: 33.41SW: 33.41SW : 3 3 . 4 4 SW: 33.45SW: 33.50SW : 3 3 . 4 3 SW: 33.17SW: 33.10SW: 32.14SW: 31.80SW: 32.09SW: 32.12SW: 31.80SW: 31.90SW: 31.55SW: 31.51SW: 32.26SW: 32.34SW: 32.37SW: 32.29SW: 35.76SW: 35.75SW: 35.75SW: 35.46SW: 35.10TBC: 35.60TBC: 35.35TBC: 35.44GRATE: 31.40GRATE: 33.56GRATE: 33.56 GRATE: 31.29GRATE: 31.01GRATE: 31.61GR A T E : 3 5 . 5 6 GRATE: 35.53GRATE: 34.06GRATE: 34.06FL: 36.86FL: 33.17FG: 33.20FG: 32.39FG: 32.39F G : 3 3 . 5 0 FG : 3 3 . 5 0SW: 35.82SW: 35.95SW: 36.10 SW: 36.10SW: 33.24SW: 33.31TBC: 30.26TBC: 30.09TBC: 30.21TBC: 30.12TBC: 30.00TBC: 30.23FL: 24.90SW: 33.50SW: 34.54MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.15SD IE OUT (N)=4729.77IE IN (S)=4729.56IE IN (N)=4729.56IE OUT (E)=4729.56IE OUT (S)=4729.7721 LF 6" SDR 35 PVC @ 1.00%21 LF 6" SDR 35 PVC @ 1.00%46 LF 6" SDR 35 PVC @ 1.00%IE OUT (N)=4729.2971 LF 6" SDR 35 PVC @ 1.00%IE IN (S)=4728.58IE IN (N)=4728.58IE OUT (E)=4728.58IE OUT (S)=4728.6956 LF 6" SDR 35 PVC @ 1.00%12 LF 6" SDR 35 PVC @ 1.00%21 LF 6" SDR 35 PVC @ 0.50%15 LF 6" SDR 35 PVC @ 0.50%IE IN (NE)=4731.96IE OUT (SW)=4731.96IE IN (N)=4731.88IE IN (NE)=4731.88IE IN (S)=4731.88IE OUT (W)=4731.8840 LF 6" SDR 35 PVC @ 0.50%IE OUT (N)=4732.0821 LF 6" SDR 35 PVC @ 0.50%40 LF 8" SDR 35 PVC @ 4.51%IE IN (W)=4728.02IE OUT (NE)=4728.0225 LF 6" SDR 35 PVC @ 0.50%IE IN (N)=4732.00IE OUT (S)=4732.0089 LF 6" SDR 35 PVC @ 0.50%IE OUT (S)=4732.4568 LF 8" SDR 35 PVC @ 0.50%IE OUT (N)=4729.28IE IN (S)=4728.93IE OUT (NW)=4728.6044 LF 12" SDR 35 PVC @ 0.50%39 LF 6" SDR 35 PVC @ 0.50%IE IN (SE)=4728.38IE IN (S)=4729.79IE OUT (NW)=4728.38IE IN (SE)=4728.23IE OUT (W)=4728.2331 LF 12" SDR 35 PVC @ 0.50%56 LF 12" SDR 35 PVC @ 0.50%MATCH EXIST.MATCH EXIST.SW : 3 4 . 2 8 SW : 3 4 . 3 5SW: 36.43SW: 36.33SW: 36.21SW : 3 6 . 2 8 SW: 36.77SW: 36.84TBC: 36.85TBC: 37.56TBC: 37.58TBC: 36.35SW: 35.56SW: 35.38SW: 34.53SW: 34.72SW: 34.65SW: 34.47SW: 33.87SW: 33.87SW: 36.11SW: 36.39SW: 36.39SW: 36.10SW: 36.07SW: 31.51SW: 32.19SW: 32.27 SW: 32.02SW: 32.09SW: 32.22SW: 32.30 TBC: 30.66SW: 31.51SW: 31.51MATCH LINE SHEET C11-4MATCH LINE SHEET C11-6MATCH LINE SHEET C11-3 GRADE & DRAINPLAN 4CCFWEHC11-5SheetNumber:© 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 205.10.2023B204010200SCALE IN FEETCLUBHOUSE(AM-1)ELEV: 4733.50GEARGARAGE(AM-3)ELEV: 4731.80FLATS 2(FL-2)ELEV: 4736.10FLATS 1 (FL-1)ELEV: 4733.30SITE PLAN RC-2 05/2023 111111111111IE OUT (SW)=4732.1711IE OUT (N)=4729.98GRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAWCUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTHTRANSITIONS TO EXISTING SURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ONSHEET C050. PROVIDE SMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURBRAMPS, CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITHDISABILITIES ACT) REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.TURBULENCE LANEN 25TH AVE GENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAK (TYP.)11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.13.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.KEY NOTESDOWNSPOUT CONNECTION1B