HomeMy WebLinkAbout2023-03-13 Plan SetWILSON RESIDENCE151 IRVING AVENUEBARNSTABLE, MASSACHUSETTSMARCH 13, 2023G-100TITLE SHEETV-100EXISTING CONDITIONS PLANC-100LAYOUT PLANC-101GRADING & DRAINAGE PLANC-102NOTICE OF INTENT PLANC-103SEPTIC DESIGN PLANC-104DETAIL SHEET IC-105DETAIL SHEET IIJOHN WILSON C/O KURT RABERCATALYST ARCHITECTURE / INTERIORS203 WILLOW STREET, SUITE AYARMOUTH PORT, MA 02675LOCUS MAPLOCUSINDEX OF DRAWINGS349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919
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EVARIABLE WIDTHMARCHANT AVENUE349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWILSON RESIDENCE151 IRVING AVENUEBARNSTABLEMASSACHUSETTS(BARNSTABLE COUNTY)MARCH 13, 2023LAYOUT PLAN
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349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWILSON RESIDENCE151 IRVING AVENUEBARNSTABLEMASSACHUSETTS(BARNSTABLE COUNTY)MARCH 13, 2023GRADING & DRAINAGEPLAN
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EVARIABLE WIDTHMARCHANT AVENUE349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWILSON RESIDENCE151 IRVING AVENUEBARNSTABLEMASSACHUSETTS(BARNSTABLE COUNTY)MARCH 13, 2023NOTICE OF INTENTPLANRESOURCE AREA IMPACTSTOTALDISTURBANCEPAVEMENTRETAINING WALLSROOF AREATEMPORARYDISTURBANCE(PERVIOUS AREA)TOTAL SITE DISTURBANCE31,512± S.F.7,693± S.F.401± S.F.2,136± S.F.22,422± S.F.0-50' BUFFER TO COASTAL DUNE0000050'-100' BUFFER TO COASTAL DUNE1,925± S.F.051± S.F.01,874± S.F.FLOOD ZONE AE EL.=1126,480± S.F.4,527± S.F.377± S.F.2,136± S.F.19,440± S.F.
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S349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWILSON RESIDENCE151 IRVING AVENUEBARNSTABLEMASSACHUSETTS(BARNSTABLE COUNTY)MARCH 13, 2023SEPTIC DESIGN PLANSEPTIC DESIGN SUB SKETCHSCALE: 1"=10'
³ =349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWILSON RESIDENCE151 IRVING AVENUEBARNSTABLEMASSACHUSETTS(BARNSTABLE COUNTY)MARCH 13, 2023DETAIL SHEET I³³³³³³ ³³
6.0" [152 mm] MIN.18.5" [470 mm]6.0" [152 mm] MIN.39.0" [991 mm]CENTER TO CENTER33.0" [838 mm]12.0" [305 mm] MIN.8.0" [203mm] MIN. FOR PAVED10.0" [254mm] MIN. FOR UNPAVED12.0' [3.66m] MAX.COVER DEPTHCULTEC HVLV FC-24FEED CONNECTOR WHERE SPECIFIEDRECHARGER 150XLHDHEAVY DUTY CHAMBERMIN. 95% COMPACTED FILLPAVEMENT OR FINISHED GRADE1-2 INCH [25-50mm] WASHED,CRUSHED STONECULTEC NO. 410 NON-WOVEN GEOTEXTILEAROUND STONE. TOP AND SIDES AREMANDATORY; BOTTOM PER ENGINEER'S DESIGNPREFERENCEPROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FORENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN METCULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE AND BENEATHALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)PAVEMENT ORFINISHED GRADEMIN. 95% COMPACTED FILLCULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES ARE MANDATORY; BOTTOMPER ENGINEER'S DESIGN PREFERENCE1-2 INCH [25-50mm] WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSRECHARGER 150XLHD HEAVY DUTY CHAMBERINLET/OUTLET PIPE PER ENGINEER DESIGN.PIPE TO BE INSERTED 12.0" [300mm] MIN. INTO CHAMBERMAXIMUM PIPE SIZE:12.0" [300mm] HDPE15.0" [375mm] PVC12.0' [3.66m] MAX.COVER DEPTHOPTIONAL INSPECTION PORT(SEE DETAIL )CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE AND BENEATHALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR HVLV FC-24 FEEDCONNECTOR OR STORM PIPE AS NEEDED (SEE FIGURE 1). CUT SHALL BEWITHIN 1/4" [6 mm] TOLERANCE OF SIDE PORTAL TRIM GUIDELINEPROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FORENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET6.0" [150 mm] DIA. INSPECTIONPORT KNOCK-OUT33.0" [838 mm]INSTALLED LENGTH = 123.0" [3125 mm]132.0" [3353 mm]20.5" [251 mm]18.5" [470 mm]MODEL 150XLRHD STAND ALONEMODEL 150XLSHD STARTERLARGE RIBSMALL RIBLARGE RIBSMALL RIBMODEL 150XLIHD INTERMEDIATEMODEL 150XLEHD ENDLARGE RIBSMALL RIBLARGE RIBSMALL RIB62.5" [1588 mm]59.5" [1511 mm]SMALL RIBLARGE RIBSIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD(ACCOMMODATES CULTEC HVLV FC-24 FEED CONNECTOR OR STORM PIPE)MAX. PIPE:10" [250 mm] HDPE10" [250 mm] PVCCULTEC RECHARGER 150XLHD CHAMBER STORAGE = 2.65 CF/FT [0.246 m3/m]INSTALLED LENGTH ADJUSTMENT = 0.75' [0.23 m]10.0" [254 mm]MAXIMUM PIPE SIZE IN END WALL:12" [300 mm] HDPE15" [375 mm] PVCFIGURE 1ZOOM OF SIDE PORTAL SHOWING MAX. PIPEMAX. PIPE:10" [250 mm] HDPE10" [250 mm] PVC349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWILSON RESIDENCE151 IRVING AVENUEBARNSTABLEMASSACHUSETTS(BARNSTABLE COUNTY)MARCH 13, 2023DETAIL SHEET II³³ ³³³³ ³³