HomeMy WebLinkAbout04--C2.0 Grading PlanUPUPUPUPUPUP204 S. 3RD AVE.SIDEWALKACCESSFF: +4835.75'OH POWER to be relocated4827483048294828ADDITIONPARKINGADDITIONLIVABLEDRIVEWAY - RADIANT SNOWMELT REQUIREDREMODELSIDE YARDBUILDINGENTRYPLANTERPLANTERBENCHPLANTERWINDOW WELLEGRESS1,391 SFOPEN SPACEBUILDINGENTRYBUILDINGENTRYTEMPORARY TRASH PICKUP ZONEGRAVELLANDSCAPELANDSCAPET.O. WALL +96' - 4 1/2"PLANTERPLANTERWINDOW WELLEGRESST.O. WALL +4832.60'T.O. WALL +4829.09'LANDSCAPET.O. WALL +4832.93'T.O. WALL +4827.76'PLANTERBENCHT.O. WALL +4824.76'T.O. WALL +4832.01'T.O. WALL +4830.59'T.O. WALL +4830.59'BENCHB.O. WALL +4832.30'T.O. WALL +4832.13'T.O. WALL +4832.13'T.O. WALL +4835.76'T.O. WALL +4835.76'+4832.59'+4832.59'BUILDING SETBACK5'-0"SURFACEPARKING #212'-0" X 20'-0"OH POWER TO BE RELOCATEDSIDEWALKENTRYENTRYPLANTERBUILDINGENTRYT.O. WALL +98.47'T.O. WALL +100.64'DN.DN.DN.SIDEWALKPLANTER+99.77'1/8" / 12"1/8" / 12"4R@6"3T@12"4R@6"3T@12"W3T@12"2R@6"1T@12"E/TE/TWWWWWWFINAL STAIR HEIGHT ANDNUMBERS TO BE VERIFIEDPRIOR TO CONSTRUCTIONFINAL STAIR HEIGHT ANDNUMBERS TO BE VERIFIEDPRIOR TO CONSTRUCTIONTWO NEW STORM INLETS, WITH INFILTRATIONCONNECTIVITY, AND CONNECTED TO STORMCHAMBERS, SEE DETAILSCONTRACTOR TO GRADEFLAT AREA FOR TRASHPICKUPROOF DOWNSPOUTW/ SPLASH BLOCK, TYP.EXISTING 3/4" WATER SERVICETO BE REPLACED w/ 1" SERVICE.APPROXIMATE SEWER SERVICELOCATION. CONTRACTORTO VERIFYREPLACE 3/4" WATERSERVICE w/ 1" SERVICE6" PVC FROM DRY WELLSTO INFILTRATIONCHAMBERNEW GAS SERVICESURFACE PARKINGEXISTING OVERHEADPOWER TO BE ABANDONEDNEW BURIED ELECTRICSERVICEMATERIAL STORAGE/STAGING AREAWEST OLIVE STREETSOUTH THIRD AVENUE
ALLEY STORMWATER INFILTRATION CHAMBER,PER DETAILSWATER SERVICEENTRANCE, APPROX.TRENCH DRAIN (SLOT DRAIN)SAND OIL SEPARATORSTORM DRAIN PIPE (6" SOLID HDPE)EDGE OF ASPHALTLEGEND-PROPOSEDCONCRETE SIDEWALKPROPOSED BUILDINGHEATED CONCRETERETAINING WALLSILT FENCE FOR EROSION CONTROLRELOCATED GAS LINEROOFDRAIN DOWNSPOUTSTORMWATER INFILTRATION CHAMBERSNOW STORAGECONTROL POINTDECIDUOUS TREE (SIZE AS NOTED)TELEPHONE MANHOLESURVEY MONUMENTSIGNSANITARY SEWER MANHOLEUTILITY POLEGUY WIREBURIED ELECTRIC LINECONTOUR (1 FOOT INTERVAL)BURIED COMMUNICATIONS LINEWATER VALVEGAS MAINFENCESANITARY SEWER MAINAERIAL POWER LINECURBLOT LINEEDGE OF GRAVELWATER MAINLEGEND-EXISTINGSTORM DRAIN MANHOLEDRAINAGE INLETSTORM DRAIN LINEGAS METERRIGHT-OF-WAYSUBJECT PROPERTY BOUNDARYEXTERIOR BUILDING WALLCONCRETE SIDEWALKEDGE OF ASPHALTCURB BOX/WATER SERVICE VALVEEVERGREEN TREE (SIZE AS NOTED)WGMGROUPOFWWW.WGMGROUP.COMGRADING PLAN
204 SOUTH 3RD AVENUE
BOZEMAN, MONTANAAUGUST 14, 202323NPRELIMINARYPLOTTED:SAVED:8/10/238/10/231.ALL CONSTRUCTION TO CONFORM TO CITY OF BOZEMAN REQUIREMENTS AND THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS), SIXTH EDITION, AND THE CITY OF BELGRADE MODIFICATIONS TO MPWSS.2.CONTRACTOR SHALL FIELD VERIFY ELEVATIONS, LINES, AND GRADES PRIOR TO CONSTRUCTION.3.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES.4.THE ENGINEER SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO BEGINNING CONSTRUCTION.5.A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED BY THE CONTRACTOR AND TEAM PRIOR TO COMMENCING CONSTRUCTION. THE CITY OFBOZEMAN SHALL ATTEND IF APPLICABLE.6.SHOP/FABRICATION DRAWINGS FOR ALL INSTALLED CONSTRUCTION MATERIALS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TOCONSTRUCTION.7.FINISHED GRADING, SLOPES, AND TIE-IN FOR NEW DRIVEWAY TO BE CONFIRMED BY OTHERS PRIOR TO CONSTRUCTION.8.DESIGN ASSUMES HEATED GARAGE AND DRIVEWAY TO PREVENT FREEZING AND POTENTIAL ISSUES WITH DRIVEWAY DRAINAGE SYSTEM.9.DRY WELL AND LATERAL PIPES TO CONNECT TO NATIVE SANDY GRAVEL SOILS FOR DRAINAGE.10.AN EMERGENCY SUMP PUMP MAY BE NECESSARY OR REQUIRED.11.ACTUAL STAIR/STEP HEIGHTS AND NUMBERS TO BE CONFIRMED WITH ARCHITECT PRIOR TO CONSTRUCTION.12.WINDOW WELL COVERS TO BE INSTALLED FOR SAFETY.13.EMERGENCY OVERFLOW DAYLIGHT PIPE TO BE INSTALLED IF ALLOWED BY CITY OF BOZEMAN AND IF GRADES ALLOW PER CONTRACTOR.SPECIFICATIONS AND GENERAL NOTESC2.0SLOTTED DRAIN (CONTECH)CONCRETE12" (6" MIN.) CMP.INCLUDE PRE-FABSLOPE IN PIPECONCRETE VALLEY PAN2% INVERTED CROWN2.0'2 14"1 34"2 12"12" (6" MIN)CMP316" BEARINGBAR316" SOLIDWEB SPACERNOTES:1.SLOT DRAIN TO BE CONTECH PRE-FABRICATED SYSTEM OR APPROVED EQUIVALENT.PRE-FABRICATED CHANNEL OR TRENCH DRAIN MAY TO BE USED PER APPROVAL BY TEAM.2.SLOT DRAIN OR TRENCH DRAIN MAY HAVE LONG LEAD TIMES. CONTRACTOR TO ORDERMATERIALS ACCORDINGLY.3.CONCRETE ENCASED CMP SHALL MAINTAIN A MINIMUM OF 2" CONCRETE BELOW THE PIPEAND 6" ON THE SIDES. CONCRETE TO BE POURED FLUSH WITH THE TOP OF THE PIPE.4.CONTRACTION JOINT SPACING AT CMP HUGGER BANDS AND AT 5' MINIMUM.5.ENSURE POSITIVE DRAINAGE TO THE SLOT DRAIN INLET THROUGHTOUT THE DRIVEWAY.DEPTH VARIES TO GET SLOPEIN PIPE. INITIAL DEPTH SHOWN.SLOTTED DRAIN (CONTECH)
