HomeMy WebLinkAbout2021-03-30_C3.0 OVERALL GRADING PLANNORTH030SCALE: 1" = 30'601530TRUE NORTHREVISIONSNOTESREVISIONSNOTESSTAMP + SIGNATUREKEY PLANNo.DescriptionDateSanderson StewartBozeman,MT 59715Building ABuilding BSP103/30/2021HAVEN SITE PLANSUBMITTAL106 East Babcock, Suite L1Pond RowLot 3A, Van Horn SubdivisionBozeman, MT 59715OVERALLGRADING PLANC3.0SIGNEXISTING SANITARY SEWERPOWER POLEWATER VALVEFIRE HYDRANTFOUND CORNER MONUMENT AS NOTEDLEGENDEXISTING OVERHEAD POWER LINETYPICALSANITARY SEWER MANHOLETELEPHONE PEDESTALEXISTING WATEREXISTING CONTOURSPROPERTY LINEPROPOSED WATERPROPOSED SANITARY SEWERPROPOSED POWERPROPOSED GASEX. 50-FOOT STREAM SETBACKPROPOSED ASPHALT PAVING HATCHPROPOSED CONCRETE HATCH*PROPOSED SECURITY FENCER-3 ZONING MINIMUM SETBACKSPROPOSED DRIVABLE CONCRETE HATCH*PROPOSED EVA HATCH**SEE LANDSCAPE FOR SURFACING DETAILS (TYP.)PROPOSED STORM DRAINGRADING BOUNDARYSPILL CURBCATCH CURBTC = FINISHED GRADE AT TOP BACK OF CURBSDI = STORM DRAIN INLETFG = FINISHED GRADE AT GROUNDEX = APPROXIMATE EXISTING ELEVATIONEW = FINISHED GRADE AT EDGE OF WALKLEGEND:STANDARD CATCH CURBSTANDARD SPILL CURBTRANSITION FROM CATCHTAPER CURB HEAD 3'TO SPILL CURBTOP OF CURB - 0.53' = LIPTOP OF CURB - 0.45' = FLOWLINESTANDARD SPILL CURBTOP OF CURB - 0.38' = LIPTOP OF CURB - 0.45' = FLOWLINESTANDARD CATCH CURB ROLL CURBTOP OF CURB - 0.20' = LIPTOP OF CURB - 0.33' = FLOWLINEROLL CURB (CATCH)TOP OF CURB - 0.46' = LIPTOP OF CURB - 0.33' = FLOWLINEROLL CURB (SPILL)NOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATEDACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS,STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ONTHE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFOREEXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARDMODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BEPERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATEWHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIANEXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THESPECIFIC TYPE OF WORK BEING PERFORMED.MATCH LINESHEET C3.2 - CENTRALSHEET C3.3 - SOUTHMATCH LINESHEET C3.1 - NORTHSHEET C3.2 - CENTRAL