HomeMy WebLinkAbout03--C1.0 Site PlanUPUPUPUPUPUP204 S. 3RD AVE.SIDEWALKACCESSFF: +4835.75'OH POWER to be relocated4827483048294828ADDITIONPARKINGADDITIONLIVABLEDRIVEWAY - RADIANT SNOWMELT REQUIREDREMODELSIDE YARDBUILDINGENTRYPLANTERPLANTERBENCHPLANTERWINDOW WELLEGRESS1,391 SFOPEN SPACEBUILDINGENTRYBUILDINGENTRYTEMPORARY TRASH PICKUP ZONEGRAVELLANDSCAPELANDSCAPEPLANTERPLANTERWINDOW WELLEGRESSLANDSCAPEPLANTERBENCHBENCHBUILDING SETBACK5'-0"SURFACEPARKING #212'-0" X 20'-0"OH POWER TO BE RELOCATEDSIDEWALKUNIT 2ENTRYUNIT 1ENTRYPLANTERBUILDINGENTRYDN.DN.DN.SIDEWALKPLANTERF.G. +4827.04R@6"3T@12"4R@6"3T@12"W4R@7"3T@12"2R@6"1T@12"E/TE/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 PARKINGDOWNSPOUT, TYP.EXISTING OVERHEADPOWER TO BE ABANDONEDNEW BURIED ELECTRICSERVICEMATERIAL STORAGE/STAGING AREAWEST OLIVE STREETSOUTH THIRD AVENUE
ALLEY49.9'14.4'14.0'22.5'
5.7'5.7'3.9'8.0'16.7'2.5'12.3'
5.6'2.8'7.2'
5.3'30.7'1.1'
23.7'5.7'29.4'6.0'15.4'4.0'6.0'1.1'12.3'6.0'12.3'
3.7'
6.0'12.9'12.7'28.5'STORMWATER INFILTRATION CHAMBER,PER DETAILS15.0'WATER 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)NON-WOVENGEOTEXTILE12" DIA. (MIN) ACCESS RISER FORMAINTENANCE AND INSPECTION,PER MANUFACTURERSUITABILITY OF SUBGRADETO BE VERIFIED BYGEOTECHNICAL ENGINEEROPTIONAL NON-WOVENGEOTEXTILE TO PREVENTSOIL MIGRATIONINSTALL SCOUR PROTECTIONROCK AT PIPE INLET12" MIN.(TYP)NOTES:1.CONTRACTOR TO USE CONTECH CHAMBERMAXX OR APPROVED EQUIVALENT.2.FREE DRAINING ANGULAR WASHED STONE 34"-2" [19-51] PARTICLE SIZE.COMPACT TO MIN. 90% STANDARD DENSITY PER AASHTO T99.3.INSTALL CHAMBERS PER MANUFACTURER'S SPECIFICATIONS.30"PIPE ENTERS CHAMBERWGMGROUPOFWWW.WGMGROUP.COMSITE PLAN
204 SOUTH 3RD AVENUE
BOZEMAN, MONTANAAUGUST 14, 2023NPRELIMINARYPLOTTED:SAVED:8/10/238/10/231.ALL CONSTRUCTION TO CONFORM TO CITY OF BOZEMAN REQUIREMENTS AND THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND THE CITY OF BELGRADEMODIFICATIONS 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 TOCOMMENCING CONSTRUCTION. THE CITY OF BOZEMAN SHALL ATTEND IF APPLICABLE.6.SHOP/FABRICATION DRAWINGS FOR ALL INSTALLED CONSTRUCTION MATERIALS SHALL BESUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.7.FINISHED GRADING, SLOPES, AND TIE-IN FOR NEW DRIVEWAY TO BE CONFIRMED BY OTHERS PRIORTO CONSTRUCTION.8.DESIGN ASSUMES HEATED GARAGE AND DRIVEWAY TO PREVENT FREEZING AND POTENTIAL ISSUESWITH 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 TOCONSTRUCTION.12.OIL/WATER SEPARATOR TO BE INSTALLED PER CITY REQUIREMENTS AND PER ARCHITECT, IFREQUIRED.13.WINDOW WELL COVERS TO BE INSTALLED FOR SAFETY.14.EMERGENCY OVERFLOW DAYLIGHT PIPE TO BE INSTALLED IF ALLOWED BY CITY OF BOZEMAN AND IFGRADES ALLOW PER CONTRACTOR.SHEET INDEXSHEETDESCRIPTIONC1.0SITE PLAN- THIS SHEETC2.0GRADING PLANC3.0DETAILS AND PROFILESTOPOGRAPHIC SURVEY (TD&H)SPECIFICATIONS AND GENERAL NOTESC1.0CHAMBERMAXX INFILTRATION CHAMBER