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HomeMy WebLinkAbout082 GRADE & DRAIN PLAN 3O O O O O O O O O O O O O O O O O O O O O O O O O O ONGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG12SD12SD12SD12SD>>>>>>>>>>>>>>>>>>12SD12SD12SD12SD18SD18SD18SD18SD18SD>>>>6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD 6SD>>>>>>>>>>6SD>>>>>>>>> > > >>>>>>> > > > > > > >>>>>>>> > >>>>>>>>>>> > >>>>>>>>>> > > > > > > >>>>>>>>>>> > >>>>> > > > > > > > >W15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD6SD6SD 6SD6S D 6SD6SD6SD>6SDMATCH EXIST.MATCH EXIST.SW: 41.16TBC: 40.98TBC: 40.86TBC: 40.83TBC: 39.46TBC: 38.91TBC: 38.83TBC: 38.91TBC: 39.08TBC: 38.95TBC: 38.77TBC: 38.68TBC: 39.01T B C : 3 8 . 8 6 TBC: 38.71TBC: 38.49TBC: 38.20T B C : 3 8 . 4 1 TBC: 38.57TBC: 38.25TBC: 38.06TBC: 37.70TBC: 37.95TBC: 37.88TBC: 37.73TBC: 37.61TBC: 37.41TBC: 37.57TBC: 37.70TBC: 35.90TBC: 39.20TBC: 38.74TBC: 39.02TBC: 39.27TBC: 39.15TBC: 39.30TBC: 39.47TBC: 39.65TBC: 39.76TBC: 39.58TBC: 39.38TBC: 39.52TBC: 39.67TBC: 39.80TBC: 40.00TBC: 39.80TBC: 39.68TBC: 40.42TBC: 40.14TBC: 39.74TBC: 39.08TBC: 38.43TBC: 37.58TBC: 36.65TBC: 39.05TBC: 36.95TBC: 37.58TBC: 38.43TBC: 39.08TBC: 39.74SW: 41.02SW: 40.97 SW: 39.66SW: 39.92SW: 40.08SW: 39.50SW: 39.47SW: 39.62SW: 39.88SW: 40.04SW: 38.57SW: 38.67SW: 38.25SW: 38.17SW: 38.07SW: 37.71SW: 34.57SW: 36.55SW: 36.48SW: 37.43SW: 37.59SW: 37.50SW: 37.57SW: 37.32SW: 37.51 SW: 37.26SW: 37.33SW: 37.47SW: 37.40SW: 37.46SW: 37.39SW: 38.73SW: 38.68EP: 39.46EP: 38.96 GRATE: 37.21GRATE: 37.21GRATE: 38.28GRATE: 38.30GRATE: 39.70CURB: 40.33RIM: 37.26GRATE: 36.58SW: 38.68SW: 38.57SW: 38.54SW: 38.38SW: 38.42SW: 38.12SW: 38.16SW: 37.97SW: 38.00MATCH EXIST.FL: 33.61FL: 33.78FL: 33.15FL: 32.21FL: 31.50FL: 30.79MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.4735 IE IN (W)=4735.60 IE IN (W)=4735.75IE IN (W)=4735.89IE IN (W)=4735.96IE IN (W)=4736.10IE IN (W)=4736.23IE IN (W)=4736.36 IE OUT (W)=4734.80IE OUT (NE)=4734.58IE OUT (E)=4735.05TBC: 39.35TBC: 39.37TBC: 39.36TBC: 39.43TBC: 39.36IE IN (NE)=4736.44IE IN (NE)=4736.19IE IN (NE)=4735.98IE IN (S)=4735.70IE IN (NE)=4735.70IE OUT (W)=4735.2021 LF 6" SDR 35 PVC @ 1.00%78 LF 12" SDR 35 PVC @ 0.50%IE IN (NE)=4736.12IE OUT (SW)=4736.12IE IN (NE)=4735.92IE IN (SW)=4735.92IE OUT (NW)=4735.92IE IN (SW)=4736.16IE OUT (NE)=4736.1629 LF 6" SDR 35 PVC @ 1.00%67 LF 6" SDR 35 PVC @ 0.80%13 LF 6" SDR 35 PVC @ 0.60%IE IN (N)=4735.39IE IN (S)=4735.39IE OUT (E)=4735.39IE IN (N)=4735.45IE IN (N)=4735.58IE IN (N)=4735.73IE IN (N)=4734.44IE IN (N)=4734.24IE IN (S)=4734.24IE IN (S)=4734.4827 LF 6" SDR 35 PVC @ 1.00%SW: 38.75SW: 38.75SW: 38.25SW: 38.25SW: 34.65SW: 37.71SW : 3 7 . 6 4 SW: 37.75SW: 37.68SW : 3 7 . 7 5 SW: 36.43SW: 36.33SW: 38.75SW: 41.23GRATE: 38.61TBC: 39.12TBC: 39.47SW: 39.41SW: 39.08SW: 39.04SW: 39.10SW: 39.14SW: 39.31SW: 39.17SW: 39.10SW: 38.94SW: 39.47SW: 38.25SW: 37.72SW: 37.49SW: 40.37SW: 40.45SW: 39.66SW: 39.60SW: 39.44SW: 39.47SW: 39.78SW: 39.72TBC: 39.36MATCH EXST.MATCH EXST.SW: 41.29SW: 41.22SW: 38.75SW: 37.49IE IN (W)=4736.16IE IN (W)=4735.91IE IN (E)=4735.91IE IN (E)=4736.12IE IN (W)=4734.80IE IN (E)=4734.58 MATCH LINE - SHEET C11-5MATCH LINE - SHEET C11-2 GRADING 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.GRADE & DRAINPLAN 3CCFWEHC11-4SheetNumber:© 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 FEETSITE PLAN RC-2 05/2023 SINGLE UNI T 1 ( S U - 1 ) ELEV: 4737. 7 5ROWHOME 9(RH-9)ELEV: 4738.75'ROWHOME 10(RH-10)ELEV: 4740.00ROWHOME 11(RH-11)ELEV: 4739.50ROWHOME 12(RH-12)ELEV: 4739.001111111 111111111166 LF 6" SDR 35 PVC @ 0.60%48 LF 6" SDR 35 PVC @ 0.60%44 LF 6" SDR 35 PVC @ 0.60%1111IE OUT (SW)=4736.6998 LF 6" SDR 35 PVC @ 1.00%IE OUT (NE)=4736.4048.00 LF 6" SDR 35 PVC @ 1.00%44.00 LF 6" SDR 35 PVC @ 1.00%IE OUT (SW)=4736.36111111111111111IE OUT (N)=4735.58IE OUT (S)=4736.05IE OUT (N)=4734.7281.35 LF 6" SDR 35 PVC @ 0.60%48.00 LF 6" SDR 35 PVC @ 1.00%44.00 LF 6" SDR 35 PVC @ 1.00%N 25TH AVE SINGLE UN I T 2 ( S U - 2 ) ELEV: 4738.2 5 SINGLE UN I T 3 ( S U - 3 ) ELEV: 4738.7 5 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 CONNECTION1IE IN (W)=4736.30IE IN (W)=4736.50 IE IN (W)=4736.25 58 LF 6" SDR 35 PVC @ 1.00%IE OUT (N)=4734.68B