HomeMy WebLinkAbout2021-03-30_C3.3 GRADING PLAN - SOUTHGRADING PLAN- SOUTHC3.3SIGNEXISTING 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' = FLOWLINETOP OF CURB - 0.38' = LIPTOP OF CURB - 0.45' = FLOWLINEROLL CURBTOP OF CURB - 0.20' = LIPTOP OF CURB - 0.33' = FLOWLINETOP OF CURB - 0.46' = LIPTOP OF CURB - 0.33' = FLOWLINENORTH010SCALE: 1" = 10'20510TRUE NORTHREVISIONSNOTESREVISIONSNOTESSTAMP + SIGNATUREKEY PLANNo.DescriptionDateSanderson StewartBozeman,MT 59715Building ABuilding BSP103/30/2021HAVEN SITE PLANSUBMITTAL106 East Babcock, Suite L1Pond RowLot 3A, Van Horn SubdivisionBozeman, MT 59715NOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATEDACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOTGUARANTEE 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.STANDARDCATCH CURBSTANDARDSPILL CURBROLL CURB(CATCH)ROLL CURB(SPILL)MATCH LINE - SHEET C3.2MATCH LINE