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HomeMy WebLinkAbout006B_C-107 Site Grading & Drainage Plan - NorthwestTPTPTPESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPEW EW EW EW EW EW EW EW EWEWEWEWEWEWEWEWEWEWEWG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGES ES ES ES 54.4'NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBTBTBTBTBTBT/////////OOOOOOESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESBP BP BP BP BP BPNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG ////////////////////////////////////////////////////////////////////////////////////>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4 8 2 548254825 48304831 4825 483148264826482548254828 4827 48284827>>>>>>>>>>>>>>>>>>>>>>>>>>OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO8SD 8SD 8SD 24SD 24SD 24SD 24SD 24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD 18SD 18SD12SD12SD 24SD 12SD 12SDSSSSSSSSSSSSSSSS24SD24SD24SD24SD24SD24SD24SD24SD24SD12SD 12SD 12SD 12SD BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG6SD6SD6SD6SD6SD6SD24SD12SD12SD12SD6SD6SD6SD6SD6SD6SD6SD6SD6SD 27.1427.0827.4728.4528.3928.0631.3930.2631.5831.5131.5431.5831.2031.2031.3531.1031.1031.5631.5831.5831.4828.5728.5127.8127.7128.1229.0829.0228.7229.2129.1427.4727.5628.0428.7528.7628.4528.8728.8827.0327.2027.1527.6227.7927.0727.4027.3527.0627.0326.9026.8627.2127.0827.5027.6527.7527.6627.5727.9028.1228.0528.0427.9628.1027.3227.8227.4527.5028.5028.2728.3828.5428.7728.6628.7528.2628.4228.7228.5628.7228.8031.4631.5828.8431.5829.3429.0828.9928.7128.7927.4229.0129.0629.3431.1031.3031.3031.1031.2731.5830.0631.1029.7630.2830.3630.2131.5031.5831.5828.3428.4626.9027.3627.3927.2826.7627.9228.0528.0028.1327.9028.0228.3027.9027.3927.4027.9828.5529.0031.4231.4131.1929.1931.5828.6329.1328.6928.8028.9229.2529.2928.5331.3231.5831.4331.4931.1028.7928.9028.2227.4025.9925.9631.1027.9028.0026.8827.2531.1031.1029.0728.7431.1028.4527.9528.0029.2829.2128.8831.5631.4630.1630.0830.0130.4628.5029.0929.9330.0031.5828.9429.4229.3728.5728.6330.6031.4631.4031.5227.5327.5227.5031.1031.3230.7031.1031.5631.4631.5831.2830.8031.3531.0031.5431.1031.1131.1730.8025.8918" INV. = 24.8918" INV. = 24.7628.5328.8622.0021.75482548224824482448224824482248254824482548244823 4826482748254826482548254824482448254828 48254827 48244823 482 3 482248224822482831.54204010200SCALE IN FEETC-107SITE GRADING & DRAINAGE PLAN -NORTHWESTProject Number:Drawn By:Reviewed By:Approved By:2200.049CJFMGHMGHGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049IssueDate08 JULY 2022CONSTRUCTION DOCUMENTSGALLATIN COUNTYGallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical Engineer11/9/2021 1:30:52 PM engineers surveyors planners scientistsMorrisonMaierleDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape Architect02 AUGUST 2022ADD-02Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology Engineer26 OCTOBER 2022ADD-0309 JANUARY 2023INFRASTRUCTURE REVIEWLEGENDTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATH>>>MATCH LINE (SEE SHEET C-108)MATCH LINE (SEE SHEET C-106)SURFACE DETENTION, WEST POND-BOTTOM ELEVATION = 24.50-REQ'D MIN. RETENTION VOLUME = 4,290 CU. FT-10-YR WSEL = 25.00SD MH #14RIM = 27.30SD MH #15RIM = 27.78CURB INLET #20TBC = 27.42SD MH #13RIM EL. = 28.05INV. = 22.6518" INV. = 22.55CURB INLET #19TBC = 27.08DROP INLET #1GRATE = 30.80DROP INLET #2GRATE = 30.80DROP INLET #5GRATE = 30.70DRY WELL #3RIM = 28.40SD MH #6GRATE = 30.70COURTS BUILDINGF.F. = 4831.60MATCH EXISTINGFLOWLINEMATCH EXISTINGFLOWLINEMATCH EXISTINGFLOWLINE12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL12" WIDE CURB CUTSEE DETAIL6C-1116C-1116C-1116C-1116C-111212KEY NOTESSTEPS: FIVE 614" RISERS WITH 14" TREADS AT 14" PER FOOT SLOPE.SEE ARCHITECTURAL PLANS FOR DETAILS.STEPS: FIVE 6" RISERS WITH 14" TREADS AT 14" PER FOOT SLOPE.SEE ARCHITECTURAL PLANS FOR DETAILS.126 LF - 18" SD@ 0.50%TOP OF WALL ELEV. = 31.40(SEE ARCHITECTURAL PLANS)TOP OF WALL ELEV. = 32.00(SEE ARCHITECTURAL PLANS)