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204010200SCALE IN FEETC-106SITE GRADING & DRAINAGEPLAN - NORTHEASTProject 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/PATHMATCH LINE (SEE SHEET C-109)MATCH LINE (SEE SHEET C-107)SURFACE DETENTION, EAST POND-BOTTOM ELEVATION = 21.00-RETENTION (WATER QUALITY) WSEL = 22.90-REQ'D MIN. RETENTION VOLUME = 3,250 CU. FT-10-YR WSEL = 25.00SD MH #3RIM = 27.00SD MH #2RIM = 25.00CURB INLET #3TBC = 25.63CURB INLET #2TBC = 27.55DRY WELL #2RIM = 24.70CURB INLET #4TBC = 26.20SD MH #1 (EXISTING)RIM = 24.14±CURB INLET #1TBC = 22.90DRY WELL #1RIM EL. = 23.20CURB INLET #5TBC = 30.64CURB INLET #6TBC = 31.17SD MH #5RIM EL. = 31.08SD MH #4RIM EL. = 31.20INV. = 21.21INV. = 21.5424" INV. = 21.4624" INV. = 21.508" INV. = 22.72EXISTING 24" F.E.S.INV. = ±20.80SD MH #12RIM = 27.9018" INV. = 22.19MATCH EXISTING EDGE OFGUTTER AROUND ISLANDRIDGELINESALLYPORT(EXISTING)F.F. = ±4831.60DETENTION CENTER (EXISTNG)F.F. = ±4831.94COURTS BUILDINGF.F. = 4831.60
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