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0 482248234822482448224825>DETENTIONCENTERPRE RELEASEBUILDINGLAW ANDJUSTICEBUILDINGLEGENDSAN. SEWER CLEANOUTELEC. BOX/METERGATE POSTFIRE HYDRANTGAS METERHYDLIGHT POLESTORM DRAIN MANHOLE/VAULTSAN. SEWER MANHOLESTORM DRAIN CURB INLETSIGNEXISTING TREE-CONIFEREXISTING TREE-DECIDUOUSTEST PIT (SEE GEOTECHNICAL REPORT)WATER VALVE//////BPBPNGNGWWEXISTING ASPHALT EDGEPROPOSED ELEC. LINEPROPOSED GAS LINEPROPOSED WATER LINEESESEXISTING SEWER MAINBPBPNGNGWWEXISTING ELEC. LINEEXISTING GAS LINEEXISTING WATER LINESDSDPROPOSED STORM DRAINSDSDEXISTING STORM DRAINIRIREXISTING IRRIGATION LINEGRADING LIMITSDRAINAGE SWALE/PATHCURB STOPFOEXISTING FIBER OPTIC LINEFOPROPOSED FIBER OPTICEXISTING BUILDINGC-105OVERALL SITE GRADING PLANSOUTH 15TH AVE.
SOUTH 16TH AVE.WEST DICKERSON ST.NORTH ACCESS DRIVEProject 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 REVIEWDOCUMENTSTORAGE BUILDINGCOURTSANNEXGENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, LATESTEDITION.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWING AREAPPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THE DIRECTION OF THE CONTRACTORPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TOEXISTING UTILITIES AND SHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3.REMOVE SURPLUS TOPSOIL AND ALL SUBSOIL AND WASTE MATERIAL, AND LEGALLY DISPOSE OF ITOFFSITE. CLEAN EXISTING CONCRETE AND ASPHALT SURFACES OF MUD AND OTHER DEBRIS AT PROJECTCOMPLETION.4.BEFORE WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN THE NECESSARYPERMITS, PROVIDE TRAFFIC CONTROL AND SCHEDULE ROAD CLOSURES, ALL IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS AND PERMIT REQUIREMENTS.5.ALL MANHOLES SHALL BE PER C.O.B. STD. DRAWING NOS. 02720-3 AND 02720-4. DIAMETER IS 4 FEETUNLESS NOTED OTHERWISE.6.UNLESS NOTED OTHERWISE, SPOT ELEVATIONS ALONG BACK OF CURB AND SIDEWALK EDGES ARE TOPBACK OF CURB (TBC) /TOP OF SIDEWALK ELEVATIONS.7.FOR CLARITY, SPOT ELEVATIONS AND PROPOSED CONTOUR LABELS WERE TRUNCATED TO TWO PLACESLEFT OF THE DECIMAL.1KEY NOTESSOUTH POND: SURFACE RETENTION VOLUME = 3,822 CU. FT., BOTTOM ELEVATION = 4828.00,10-YR. MAX. WSEL = 4829.50. SEE SHEET C-102 FOR UNDERGROUND STORAGE DATA.WEST POND: WATER QUALITY VOLUME = 3,604 CU. FT., SURFACE DETENTION VOLUME= 2,324 CU. FT., BOTTOM ELEV. = 4824.50, 10-YR. MAX. WSEL = 4825.00. SEE SHEET C-102 FORUNDERGROUND STORAGE DATA.EAST POND: WATER QUALITY VOLUME = 3,249 CU. FT., SURFACE DETENTION VOLUME= 26,393 CU. FT., BOTTOM ELEV. = 4821.00, 10-YR. MAX. WSEL = 4825.00.CURB CUTS: EXTEND CONCRETE GUTTER 12" BEYOND BACK OF CURB LINE, AND 12" TOEACH SIDE OF THE CURB CUT FOR 12" LONG TAPER FROM FULL HEIGHT CURB TO FLUSHCURB. EXTEND GUTTER AT 12" PER FOOT SLOPE AWAY FROM PAVEMENT FOR DRAINAGEINTO THE LANDSCAPED AREA. SEE DETAIL2EXISTINGDRAINAGE SWALEEXISTINGDRAINAGE SWALEEXISTINGDRAINAGE SWALEWEST PONDEAST PONDSOUTH POND1233DISCHARGE CONTROL STRUCTURE412" WIDECURB CUT412" WIDECURB CUT412" WIDECURB CUT412" WIDECURB CUT412" WIDECURB CUT4GALLATIN COUNTYCOURTS BUILDINGF.F.= 4831.606C-111SHEET C-106SHEET C-109CHEET C-107SHEET C-108SHEET C-107
SHEET C-106
SHEET C-108
SHEET C-109
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