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HomeMy WebLinkAbout084 GRADE & DRAIN PLAN 5S S 293031NGBFBF24SD 24SD15SD15SD12SD15SD 15SD 15SD12SD12SD12SD12SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>> 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD18SD24SD24SD24SD24SD 6SD6SD6SD6SD6SD6SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD15SD 15SD 15SD 87 LF 8" SDR 35 PVC @ 1 .80%70 LF 6" SDR 35 PVC @ 1.00%2 LF 6" SDR 35 PVC @ 1.00%6 LF 6" SDR 35 PVC @ 1.00%70 LF 6" SDR 35 PVC @ 1.00%IE OUT (E)=4723.68IE OUT (S)=4725.42IE OUT (N)=4725.42IE OUT (E)=4725.30IE IN (W)=4724.61IE IN (W)=4722.9988 LF 8" SDR 35 PVC @ 1 .44% SW: 31.24 TBC: 31.01TBC: 30.97SW: 31.17SW: 31.50SW: 31.57SW: 31.21SW: 31.12SW: 30.77SW: 30.86SW: 28.68 SW: 28.67SW: 28.72SW: 28.65SW: 28.92TBC: 28.71SW: 30.33SW: 30.29SW: 30.80SW: 30.80SW: 29.84SW : 3 0 . 6 4SW: 30.76SW: 30.76SW: 30.63SW: 30.60SW : 3 0 . 4 0 TBC: 30.70SW: 30.79SW: 30.70 TBC: 30.69SW: 31.28SW: 31.55SW: 32.26SW: 32.34 TBC: 30.58TBC: 30.46SW: 30.55SW: 28.21SW: 28.28SW: 28.40SW: 28.70SW: 32.29SW: 32.37TBC: 31.80TBC: 31.64TBC: 30.86TBC: 29.98TBC: 29.86TBC: 29.77TBC: 3 0 .4 9 TBC: 29.96TBC: 30.29TBC: 29.64TBC: 29.73TBC: 29.52TBC: 29.61TBC: 29.57TBC: 29.05TBC: 28.93TBC: 28.84TBC: 28.98TBC: 29.13TBC: 29.22TBC: 30.00TBC: 29.91TBC: 29.89TBC: 30.09TBC: 30.12TBC: 30.21TBC: 30.00TBC: 29.28TBC: 29.15TBC: 29.37TBC: 29.42TBC: 28.46TBC: 28.55T B C : 2 8 . 3 4TBC: 28.43TBC: 27.78TBC: 27.87TBC: 27.75TBC: 27.66TBC: 27.70TBC: 27.71TBC: 27.55TBC: 27.58TBC: 28.13TBC: 28.38TBC: 27.76TBC: 29.53TBC: 29.64TBC: 29.44TBC: 30.32TBC: 31.78GRATE: 27.39GRATE: 27.39GRATE: 27.95GRATE: 30.29CURB: 31.40TBC: 28.51TBC: 28.24T B C : 2 8 . 6 0 TBC: 28.33TBC: 29.19TBC: 28.92TBC: 29.01TBC: 29.28TBC: 29.80TBC: 29.53TBC: 29.62TBC: 29.89MATCH EXIST.MATCH EXIST.FL: 24.29FL: 23.61FL: 21.99FL: 21.17SW : 3 0 . 8 0 SW: 30.80SW: 30.53S W : 3 0 . 5 3GRATE: 31.29FL: 21.32TBC: 27.76GRATE: 28.32SW: 28.60SW: 28.75TBC: 29.15SW: 29.18SW : 2 9 . 0 4SW: 29.08SW: 29.62TBC: 30.04TBC: 30.08SW: 30.76SW: 30.74SW: 30.59SW: 30.63TBC: 29.91TBC: 30.33TBC: 30.15TBC: 30.09SW: 30.32SW: 30.37SW: 30.41SW: 30.46SW: 30.51SW: 30.27SW: 30.21SW: 30.18SW: 30.13TBC: 30.47SW: 30.56SW: 30.57SW : 3 0 . 5 8 TBC: 30.61TBC: 30.57TBC: 30.58TBC: 31.70SW: 31.51SW: 31.51SW: 31.35SW: 31.35SW: 32.19SW: 32.27 TBC: 31.25TBC: 31.14SW: 30.77SW: 31.37SW: 31.28SW: 31.14SW: 31.05 TBC: 30.66SW: 32.02SW: 32.30 SW: 32.09SW: 31.32SW: 31.39TBC: 31.25SW: 31.50SW: 31.57SW: 30.61MATCH EXIST.MATCH EXIST.TBC: 30.27TB C : 3 0 . 3 0MATCH LINE - SHEET C11-5MATCH LINE - SHEET C11-3 GRADE & DRAINPLAN 5CCFWEHC11-6SheetNumber:© 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 FEETFLATS 1(FL-1)FFE: 4730.80N 25TH AVE SITE PLAN RC-2 05/2023 1111TRADE WIND LANEGENERAL 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 OUT (W): 4726.30IE OUT (W): 4726.30B