HomeMy WebLinkAbout006C_C-108 Site Grading & Drainage Plan - Southwest0+001+002+00
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1
4830483248314830
4830
4832482948
2
94830
483148314829 48304831482848284829 4827 48284825
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//////////////////12SD12SD12SD12SD12SD6SD6SD6SD6SD28.3828.4028.5329.0128.8729.2129.1329.2929.2829.1829.1829.3028.4628.4728.3928.3631.1231.2328.8229.3831.4529.2729.4229.2528.4529.0628.7429.1828.8728.9228.8029.2628.8628.8128.7828.5628.6328.6928.7628.7528.9629.0128.5048294828204010200SCALE IN FEETC-108SITE GRADING & DRAINAGE PLAN- SOUTHWESTProject 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-03LEGENDTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATH>>MATCH LINE (SEE SHEET C-107)MATCH LINE (SEE SHEET C-109)SEE DETAIL BLOW-UP ON THIS SHEETSD MH #17RIM = 29.50SD MH #18RIM = 29.50CURB INLET #24TBC = 29.47CURB INLET #25TBC = 28.50CURB INLET #17TBC = 30.35CURB INLET #16TBC = 28.61CURB INLET #15TBC = 29.37DROP INLET #4GRATE = 28.20CURB INLET #14TBC = 28.93CURB INLET #21TBC = 28.04SD MH #16RIM = 27.90CURB INLET #22TBC = 28.42INV. = 25.50INV. = 25.50CURB INLET #23TBC = 28.20CURB INLET #18TBC = 30.22CURB INLET #9TBC = 30.54SD MH #8RIM = 29.14DROP INLET #3GRATE = 31.1218" INV. = 26.00CURB INLET #12TBC = 33.08SD MH #11RIM = 31.2012KEY NOTESSTANDARD SPILL-TYPE CURB & GUTTERPEDESTRIAN FLUSH CURB & GUTTERTOP OF RAMP ELEVATION = TOP BACK OF FLUSH CURB (TBC)ELEVATION AT BOTTOM OF RAMP, PLUS 0.45 FEET.MATCH EXISTING IMPROVEMENTSGRADE LANDSCAPING TO DRAIN TO SURROUNDING AREAS.STEPS: FIVE 534" RISERS WITH 14" TREADS AT 14" PER FOOT SLOPE.SEE ARCHITECTURAL PLANS FOR DETAILS.STEPS: FOUR 614" RISERS WITH 14" TREADS AT 14" PER FOOT SLOPE.SEE ARCHITECTURAL PLANS FOR DETAILS.7 (TYP.)6TOP OF WALL ELEV. = 31.40(SEE ARCHITECTURAL PLANS)TOP OF WALL ELEV. = 32.00(SEE ARCHITECTURAL PLANS)12133112TBC = 32.91EG = 32.80TBC
=
32
.
94EG
=
3
2
.
8
3
TBC = 33.14EG = 32.77TBC = 33
.15EG = 32
.78GENERAL NOTES1.AT FLUSH CURB (KEY NOTE 2) AND BETWEEN FLUSH AND STANDARDCURB (BETWEEN KEY NOTES 1 & 2), EXISTING CURB MAY BE GROUNDDOWN TO FIELD-FABRICATE TRANSITIONS AND TO APPROXIMATE CITYSTANDARD FLUSH CURB DETAIL, OR ELEVATIONS AS INDICATED.3456EDGE OF GUTTER4LANDSCAPING57CURB INLET #26TBC = 28.650.40%ADD-0310205100SCALE IN FEET