Loading...
HomeMy WebLinkAbout080 GRADE & DRAIN PLAN 122OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 6W SS12SD12SD12SD12SD12SD12SD12SD18SD18SD18SD18SD18SD18SD6S D 6S D 6S D 6S D6SD6SD6SD6SD6SD6SD6SD6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD6SD 6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD 6SD 6SD 6SD 6SD 6SD6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD6SD15SD 15SD 15SD 15S D 15S D 15S D 15S D 15S D 15S D 15S D 15S D 8SD8SD8SD 8SD 8SD 12SD 12SD 12SD6SD6SD6SD6SD12SD12SD12SD12SD12SD12SD12SDS6SD6SD6SD6SD8SD 8SD6SD6SD6SD6SD6SDTBC: 39.97TBC: 40.33TBC: 40.33TBC: 40.33TBC: 40.18TBC: 41.55TBC: 41.38TBC: 41.30TBC: 41.14TBC: 39.44TBC: 37.09 TBC: 40.27TBC: 37.58T B C : 3 7 . 4 2TBC: 38.43TBC: 40.40TBC: 37.58TBC: 36.52MATCH EXST.TBC: 41.70TBC: 41.65TBC: 41.03TBC: 40.64TBC: 40.78TBC: 40.33TBC: 40.53TBC: 41.20TBC: 40.80TBC: 40.48TBC: 40.21TBC: 40.37TBC: 40.49TBC: 39.80TBC: 39.69TBC: 40.17GRATE: 3 9 . 4 0 GRATE: 39.40GRATE: 39.40GRATE: 36.58GRATE: 40.35GRATE: 40.33TBC: 40.08GRATE: 39.70TBC: 38.64GRATE: 37.21TBC: 41.60SW: 40.13SW: 40.13SW: 40.56SW : 4 0 . 8 8 SW : 4 1 . 2 6 SW: 40.70SW: 40.43SW : 4 0 . 4 3SW: 40.43SW: 40.43SW: 40.33SW: 37.26SW : 3 7 . 5 7 MATCH EXIST.SW: 36.27SW: 36.66SW: 36.61TBC: 36.95SW: 37.40SW: 37.47SW: 37.28TBC: 37.33SW: 40.79SW: 41.38SW: 41.64SW: 41.58SW: 41.46SW: 41.38SW: 41.16SW: 41.23SW: 41.37SW: 41.27SW : 4 1 . 7 3TBC: 42.45TBC: 41.00TBC: 41.42TBC: 40.82TBC: 40.80SW: 40.97SW: 41.02TBC: 40.32TBC: 40.44SW: 40.37SW: 40.45SW: 40.08SW: 40.04SW: 39.97SW: 39.97SW: 39.92SW: 39.88SW: 39.98SW: 39.98SW: 39.66SW: 39.62SW: 40.50SW : 3 8 . 7 3SW: 38.68SW: 38.30SW: 38.25SW: 40.11SW : 4 0 . 1 1SW: 40.43SW: 40.334740 4 7 3 9 47 4 0 474 1 473 8 4 7 3 7TBC: 39.46TBC: 39.68TBC: 40.42TBC: 41.52EP: 42.32EP: 42.13 EP: 41.46EP: 41.46EP: 41.45EP: 40.86EP: 40.86EP: 40.36SW: 40.13SW: 40.13SW: 39.97SW: 39.84SW: 39.34SW: 39.27SW: 40.11SW: 40.13SW: 39.44SW: 39.58SW: 39.78SW: 39.85SW: 39.63SW: 39.95SW: 39.79474047 4 0 4740 47404740IE IN (S)=4735.94IE IN (N)=4735.94IE OUT (E)=4735.94IE IN (N)=4736.19IE IN (S)=4736.81IE IN (S)=4737.06IE IN (S)=4737.29IE IN (S)=4737.52IE IN (S)=4736.1551 LF 6" SDR 35 PVC @ 1.00%30 LF 6" SDR 35 PVC @ 1.00%IE IN (W)=4736.62 IE IN (W)=4736.85 IE IN (W)=4737.06 IE IN (W)=4737.31 IE IN (W)=4737.54 IE IN (W)=4737.74IE IN (W)=4737.97IE IN (W)=4738.18IE IN (W)=4738.44IE IN (W)=4738.45IE IN (W)=4738.22IE IN (W)=4738.00IE IN (W)=4737.76 IE IN (W)=4737.56 IE IN (W)=4737.32 IE IN (W)=4737.09 IE IN (W)=4736.87 IE IN (W)=4736.63IE IN (W)=4736.51 IE IN=4738.22 23 LF 6" SDR 35 PVC @ 1.00%IE IN=4737.08IE IN =4736.76 45 LF 8" SDR 35 PVC @ 0.88%42 LF 6" SDR 35 PVC @ 1.00%15 LF 6" SDR 35 PVC @ 1.00%IE IN (S)=4736.38IE IN (S)=4736.17IE IN (N)=4736.17IE OUT (E)=4736.17IE IN (S)=4737.29IE IN (N)=4736.42IE IN (S)=4737.52IE IN=4736.80IE IN=4735.27IE IN=4735.68IE IN (S)=4737.04IE IN (S)=4737.75IE IN=4735.23IE IN (S)=4735.67IE IN (S)=4735.46IE IN (N)=4735.46IE IN (N)=4735.71IE IN (S)=4735.32IE IN (S)=4735.10IE IN (S)=4734.88IE IN (S)=4734.62IE IN=4734.43IE IN=4734.22IE IN=4734.26IE IN (W)=4735.48IE IN (S)=4734.07IE OUT (N)=4734.07IE IN (W)=4735.91IE IN (S)=4734.50IE OUT (N)=4734.50IE IN (SW)=4735.20IE IN (SE)=4735.20IE OUT (N)=4734.70IE IN (W)=4735.43IE OUT (NE)=4735.43IE IN (S)=4734.31IE IN (E)=4735.90IE OUT (N)=4734.31IE IN (S)=4734.24IE OUT (N)=4734.14IE IN (W)=4736.05IE OUT (E)=4736.05IE IN (W)=4735.90IE OUT (E)=4735.90IE IN (S)=4733.58IE OUT (N)=4733.48IE IN (S)=4733.36IE IN (W)=4734.77IE OUT (N)=4733.36128 LF 6" SDR 35 PVC @ 1.00%61 LF 12" SDR 35 PVC @ 0.60%69 LF 6" SDR 35 PVC @ 1.00%40 LF 8" SDR 35 PVC @ 6.88%30 LF 6" SDR 35 PVC @ 1.00%SSSSSW: 39.78SW : 3 9 . 8 5SW: 40.88SW: 40.80SW: 40.80SW: 41.72TBC: 41.12TBC: 41.20TBC: 40.33SW : 4 0 . 2 5 SW: 40.23SW: 40.33SW: 40.64SW: 40.80SW: 40.33SW: 40.43TBC: 37.02GRATE: 39.71SW: 41.23SW : 4 1 . 1 6TBC: 41.24TBC: 41.02MATCH EXST.MATCH EXST.MATCH EXST.TBC: 41.04TBC: 41.63MA T C H E X S T .MATCH EXST.TBC: 40.85SW: 39.97SW: 40.00SW: 39.85SW: 39.81SW: 39.59SW: 39.55TBC: 40.80SW: 40.77SW: 40.71TBC: 41.83TBC: 41.83TBC: 41.76TBC: 40.82TBC: 40.95SW: 40.88TBC: 40.43TBC: 40.43TBC: 40.23RIM: 39.52RIM : 3 9 . 6 8 SW: 40.43SW : 4 0 . 4 3SW: 40.43TBC: 40.00TBC: 40.43TBC: 38.41SW: 40.21SW: 40.28SW: 40.01SW: 40.07SW : 3 9 . 8 2 SW: 39.66 SW: 39.47SW: 39.72SW: 39.68SW: 40.13SW: 40.13GRATE: 38.28SW: 40.13SW: 40.13SW: 40.13SW: 40.13SW: 39.87SW : 3 9 . 9 3 SW: 39.89SW: 39.78SW: 39.74SW: 39.76SW: 39.60SW: 39.79SW: 39.20SW: 39.27SW: 38.61SW: 38.66SW: 38.18SW: 38.23SW: 37.46SW : 3 7 . 3 9 SW : 3 7 . 3 3SW: 37.26TBC: 37.51SW : 3 6 . 5 1 SW: 36.48SSS SSSW : 4 0 . 8 0 T B C : 4 0 . 7 0 TBC: 40.8134 LF 12" SDR 35 PVC @ 0.60%31 LF 12" SDR 35 PVC @ 0.60%49 LF 12" SDR 35 PVC @ 0.60%34 LF 12" SDR 35 PVC @ 0.60%19 LF 12" SDR 35 PVC @ 0.60%IE OUT (E)=4738.67 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 CONNECTIONMATCH EXISTING SIDEWALKMATCH LINE - SHEET C11-4 MATCH LINE - SHEET C11-3GRADING AND DRAINAGE NOTES:GRADE & DRAINPLAN 1CCFWEHC11-2SheetNumber:© 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 FLATS 1(FL-1)FFE: 4740.80N 25TH AVE ROWHOME 8 (RH-8) FFE: 4742.50 ROWHOME 7(RH-7)FFE: 4742.20 ROWHOME 6(RH-6)4741.50 ROWHOME 5(RH-5)FFE: 4740.90 ROWHOME 4(RH-4)FFE: 4740.40 242 LF 6" SDR 35 PVC @ 1.00%243 LF 6" SDR 35 PVC @ 1.00%11111111111111111111111111111148 LF 6" SDR 35 PVC @1.00%11111111111111111148 LF 6" SDR 35 PVC @1.00%94 LF 6" SDR 35 PVC @ 1.00%94 LF 6" SDR 35 PVC @ 1.00%48 LF 6" SDR 35 PVC @1.00%94 LF 6" SDR 35 PVC @ 1.00%N 27TH AVE 22222222222222222222241 LF 6" SDR 35 PVC @ 1.00%42 LF 6" SDR 35 PVC @ 1.00%46 LF 6" SDR 35 PVC @1.00%46 LF 6" SDR 35 PVC @1.00%46 LF 6" SDR 35 PVC @1.00%B