HomeMy WebLinkAbout006D_C-109 Site Grading & Drainage Plan - Southeast5+006+00
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BPBPBPBPBPBPBPBPBPBPOHP////////////////////////////////////////////////ESESES4834483648344833Project 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-03204010200SCALE IN FEETC-109SITE GRADING & DRAINAGE PLAN- SOUTHEASTMATCH LINE (SEE SHEET C-106)LEGENDTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGGRADING LIMITSDRAINAGE SWALE/PATHMATCH LINE (SEE SHEET C-108)SURFACE DETENTION, SOUTH POND-BOTTOM ELEVATION = 28.00-REQ'D MIN. RETENTION VOLUME = 3,822 CU. FT-10-YR WSEL = 29.50MATCH LINE (SEE SHEET C-107)SD MH #7RIM = 30.10SD MH #9RIM = 30.65CURB INLET #10TBC = 30.69CURB INLET #11TBC = 30.47CURB INLET #9TBC = 30.54CURB INLET #8TBC = 30.02CURB INLET #13TBC = 33.2612" INV. = 28.00DROP INLET #RIM EL. = 31.10SD MH #10RIM = 31.50DETENTION CENTER (EXISTING)F.F. = ±4831.94SALLYPORT(EXISTING)F.F. = ±4831.60MATCH LINE 'A'MATCH LINE 'A'MATCH LINE 'B'MATCH LINE 'B'3124213431211123KEY NOTESSTANDARD SPILL-TYPE CURB & GUTTERPEDESTRIAN FLUSH CURB & GUTTERTOP OF RAMP ELEVATION = TOP BACK OF FLUSHCURB (TBC) ELEVATION AT BOTTOM OF RAMP, PLUS0.45 FEET.SIDEWALK EDGE/CORNER ELEVATION = INDICATEDELEVATION APPROX. 6' NORTH, PLUS 0.10 FEET.SIDEWALK EDGE/CORNER ELEVATION = INDICATEDELEVATION APPROX. 6' NORTH, PLUS 0.20 FEET.MATCH EXISTING IMPROVEMENTSGRADE LANDSCAPING TO DRAIN TO SURROUNDINGAREAS.GENERAL NOTES1.AT FLUSH CURB (KEY NOTE 2) AND BETWEEN FLUSHAND STANDARD CURB (BETWEEN KEY NOTES 1 & 2),EXISTING CURB MAY BE GROUND DOWN TO FIELDFABRICATE TRANSITIONS AND TO APPROXIMATE CITYSTANDARD FLUSH CURB DETAIL, OR ELEVATIONS ASINDICATED.456711111232322111121335.16TBC =
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.63EG = 34.5935.2235.0635.1235.3835.2934.9035.0034.6534.7534.666666EDGE OF GUTTER66EDGE OF ASPHALT6EDGE OF GUTTER6EDGE OF GUTTER6112331.9531.8532.2932.1932.1632.2232.3232.3032.4032.38LANDSCAPING7LANDSCAPING(TYP.)7LANDSCAPING(TYP.)76ADD-03ADD-03ADD-03