HomeMy WebLinkAbout002 C1.0 CIVIL SITE PLANDNT.O. F.F. MAIN LEVEL100' - 0" (4834' - 6")T.O. EX. SIDEWALK(4832' - 9")T.O. EX. SIDEWALK(4830' - 11")T.O. EX. SIDEWALK(4830' - 2")T.O. NEW SIDEWALK(4830' - 0")DNT.O. F.F. MAIN LEVEL100' - 0" (4834' - 6")T.O. EX. SIDEWALK(4832' - 9")T.O. EX. SIDEWALK(4830' - 11")T.O. EX. SIDEWALK(4830' - 2")T.O. NEW SIDEWALK(4830' - 0")N00°E71.91'N90°E151.71'N90°E82.00'N90°E33.71''S45°E50.91''S00°E
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MUG STORMTECH SC-740 CHAMBERSPROJECT NUMBER:CHECKED BY:DRAWN BY:REVISIONS:CURRENT SET:GREG MATTHEWS STUDIO620 E. COTTONWOOD ST. SUITE 103BOZEMAN, MT 59715WWW.GREGMATTHEWSSTUDIO.COM2205MDWH MDGMS POST 14
625 BOARDWALK AVENUELOT BOUNDARYADJOINER LOT BOUNDARYEASEMENTEX. 1-FT CONTOUREX. 5-FT CONTOUREX. SAN. SEWER SERVICEPROP. SAN. SEWER SERVICEEX. FIRE SERVICEEX. WATER SERVICEPROP. WATER SERVICEPROP. FIRE SERVICEPROP. STORM WATER PIPEPROPOSED UG ELECTRICPROPOSED TELEPHONEROOF OVERHANGCONSTRUCTION STAGINGWATTLESSILT FENCE CIVIL SITE PLANC1.0GRAPHIC SCALE105102001 inch = 10 ft.NCIVIL SITE PLAN2C1.0SCALE: 1"=10'LEGAL DESCRIPTIONLOT 2 , BLOCK 3, FERGUSON FARM SUBDIVISIONLOCATED IN THE SW1/4 OF SEC. 10, T2S, R5E, P.M.M.,CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAPLAT J-563, 14,510 SF (0.3331 ACRES)CIVIL ABBREVIATIONSSITE DATA:EXISTING ZONING: B-2 COMMUNITY BUSINESS DISTRICTLOT 2 AREA: 14,510 SF (0.33 ACRES)BOARDWALK AVE. STREET CLASSIFICATION: LOCALSURVEY NOTES1.SURVEY WAS CONDUCTED IN OCTOBER2022 BY TRUE NORTH SURVEYING2.VERTICAL DATUM: NAVD88SPECIFICATIONSCONSTRUCTION SHALL CONFORM TO THE FOLLOWINGSPECIFICATIONS:1.MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, SEVENTH EDITION (APRIL 2021)2.CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SIXTH EDITION INCLUDING ADDENDUMSGENERAL NOTES1.UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO BECONSIDERED COMPLETE. CONTRACTOR SHALL VERIFY LOCATION OF ALL BURIEDUTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.2.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLANS.3.CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT DAMAGE TO EXISTINGPAVEMENT WHICH IS TO REMAIN IN PLACE. ANY DAMAGE TO EXISTING PAVEMENTOUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.SAWCUT ALL EXISTING PAVEMENT EDGES AND TACK PRIOR TO PLACING NEWPAVEMENT.4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THE ORIGINAL ORBETTER CONDITIONS.5.A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED BY THE CONTRACTOR WITH THECOB AND ENGINEER PRIOR TO BEGINNING ANY UTILITY WORK.6.THE CONTRACTOR SHALL NOTIFY THE COB PUBLIC WORKS DEPARTMENT A MINIMUM OF48 HOURS PRIOR TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. ANYEXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLYSHALL BE OPERATED BY COB PERSONNEL ONLY.7.CONTRACTOR SHALL ADJUST ALL VALVE BOXES TO FINAL GRADE UPON COMPLETION OFALL CIVIL/SITE CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISEDISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.8.TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.9.CONSTRUCTION TRAFFIC TO USE RESORT DRIVE TO FIELD STREET FOR ACCESS.BEI BRIDGER ENGINEERS, INC.BLDG BUILDINGBLVDBOULEVARDBMBENCHMARKCLCENTERLINECOCLEAN OUTCOBCITY OF BOZEMANCONCCONCRETEDIADIAMETERDWG DRAWINGEEASTEAEACHEASEEASEMENTEGEXISTING GRADEEL ELEVATIONELEV ELEVATIONEOPEDGE OF PAVEMENTEX EXISTINGEXTGEXISTINGFFFINISHED FLOORFGFINISHED GRADEFLRFLOORFTFEETFTGFOOTINGGVGATE VALVEHDPEHIGH DENSITY POLYETHYLENEHGWHIGH GROUND WATERHORZHORIZONTALHYDHYDRANTIEINVERT ELEVATIONININCHINVINVERTLFLINEAR FEETMAT'LMATERIALMECHMECHANICALMFRMANUFACTURERMHMANHOLEMINMINIMUMMJMECHANICAL JOINTMPWSSMONTANA PUBLIC WORKS STANDARDSPECIFICATIONSMUTCDMANUAL ON UNIFORM TRAFFIC CONTROLDEVICESNNORTHOHPOVERHEAD POWERPLPROPERTY LINEPROPPROPERTYPROPPROPOSEDPSIPOUNDS PER SQUARE INCHPVCPOLYVINYL CHLORIDEPWRPOWERRRADIUSRCPREINFORCED CONCRETE PIPEROWRIGHT OF WAYSSOUTHSANSANITARYSCHSCHEDULESDSTORM DRAINSSSANITARY SEWERSTASTATIONSTDSTANDARDSWRSEWERTBCTOP BACK OF CURBTOC TOP OF CONCRETETOSTOP OF SLABTOWTOP OF WALLTRTRACTTYPTYPICALUBCUNIFORM BUILDING CODEUPCUNIFORM PLUMBING CODEUGUNDERGROUNDUTILUTILITYVERTVERTICALW WESTWV WATER VALVEVICINITY MAP1C1.0NOT TO SCALENLEGENDPROJECT LOCATION:LOT 2, BLOCK 3PROPERTY BOUNDARYADJACENT PROPERTYBOUNDARYBOARDWALK AVENUEEXTG 8' DEEP "DRYWELL", 48"Ø CONC.MANHOLE, USE FOR NEW RETENTIONSYSTEM ACCESS, SEE C1.1 & C2.1GREG MATTHEWS STUDIOPOST 14BLDG FOOTPRINT: 6,289 SF (SHADED)MAIN LEVEL F.F. 100-0" = 4834.50'LOWER LEVEL F.F. 90'-1" = 4824.58'18"Ø HDPE STORMCHAMBER INLET PIPEAPPROXIMATE LOCATION OF EXTGSEWER STUB, CONTRACTOR VERIFYLOCATION (SEE "S" STAMP ON CURB)PROVIDE CLEANOUT W/IN 3' OFBUILDING & @ PIPE MID-POINT70LF OF 4"Ø SCH. 40 PVC SEWERPIPE @ 1/4"/FT. MIN. SLOPE12LF OF NEW 4"Ø SCH. 40 PVC SEWERPIPE FROM PROPERTY LINE TO BUILDING,PROVIDE CLEANOUT W/IN 3 FT OF BLDG20LF OF NEW 1"Ø WATERSERVICE FROM NEWCURB STOP TO BLDGNEW 1"Ø DOMESTICCURB STOP & CURBBOXREMOVE EXTG WATER &FIRE SERVICE VALVESEX. TREE GRATE,TYP.5.9'10.0'UTIL. EASE.EXTG TELEPHONE PEDESTALSEXTG ELEC. TRANSFORMEREX. LIGHT POLEEX. PARKING SIGN4"Ø FIRE SERVICE OS&Y VALVE W/PENETRATION THRU FOUNDATIONWALL 24" MIN. ABOVE FINISH FLOOR,INSTALL PER COB STD DWG 02660-132' MIN.(4) CONCRETE PADSFOR CONDENSERS1"Ø WATER METER W/ SERVICE PIPEPENETRATION THRU FOUNDATIONWALL 24" MIN. ABOVE FINISH FLOOR,INSTALL PER COB STD DWG 02660-15NEW 4"Ø FIRE GATEVALVE & VALVE BOX21LF OF NEW 4"Ø FIRE SERVICEFROM NEW GATE VALVE TOBLDG, USE (2) 90° BENDS FORHORIZ. & VERT. OFFSETSELEC. METER w/160LF OF NEW UGELECTRICAL WIRE140LF OF NEW UGTELECOM WIRE2.50'2.0'CONSTRUCTION ROUTECONSTRUCTION STORMWATER NOTES1.ALL EXISTING SIDEWALKS ADJACENT TO SITE HAVE ASLOPE AWAY FROM OR PARALLEL TO AREA OF SITEDISTURBANCE.2.REGRADE LOT 1 - BLOCK 3 AT 2:1 FROM NORTHPROPERTY LINE & STABILIZE SLOPE AS NEEDED. SEELANDSCAPE DRAWINGS FOR GRADING.3.UTILIZE HARD SURFACE WEIGHTED WATTLES ONNORTH & WEST SIDES OF SITE IN EXISTING PARKINGLOT TO CONTAIN SEDIMENT & OTHER CONSTRUCTIONDEBRIS FROM REACHING EXISTING STORM SEWER.4.UTILIZE BOARDWALK AVENUE FOR ON STREETCONSTRUCTION PARKING TO LIMIT TRACKING OFDEBRIS ON/OFF SITE.5.UTILIZE LOT 1 - BLOCK 3 FOR TEMPORARY MATERIALSTOCKPILE. ADJUST SILT FENCE AS NEEDED.MATERIAL STORAGE &EQUIPMENT STAGINGMATERIAL STORAGE &EQUIPMENT STAGINGTRACKOUTCONTROL PADWEIGHTED WATTLE3'-4' FROM EDGEOF SIDEWALKSILT FENCE2'UNDERGROUND STORMWATERRETENTION CHAMBERS,SEE C1.1 & C2.15'NEWSIDEWALKSHARED PARKING, DRAINAGE & ACCESS EASEMENT PER PLAT J-563(HATCHED AREA)SHARED PARKING, DRAINAGE & ACCESS EASEMENT PER PLAT J-563(HATCHED AREA)10.0'UTIL. EASE.PER PLATJ-563LOT 2LOT1LOT 3LOT 406/20/20245'EXTGSIDEWALKEXTG ASPHALT PAVEDPARKING LOT WITHSTRIPING & INTEGRALCONCRETE CURB &GUTTEREXTG ADAPARKING,STRIPING, RAMP& SIGNSEX. LIGHT POLEFIRE HYDRANTARROW BOLTELEV: 4829.81ADAPATH OFTRAVELROOFOVERHANGABOVE13.0'EXTG SIDEWALK13.0'EXTG SIDEWALKEX. INTEGRALCONCRETE CURB &GUTTER(90' ROW)