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HomeMy WebLinkAboutsite planPLEASANT ST. —LAND SUBJECT TO COASTAL STORM FLOWAGE S 14 12 TOP OF|ROCK WALL 10 |LAWN AREA (coRsTAL BANK)86%|2|Oo —2 —4 .—6 =o 0IownNw 8 +O +>bo oo Ox =— MAP 61 PARCEL 88 PAULA PERRONE 12 PLEASANT ST S.YARMOUTH,MA.02664 PROPOSED 8,400 SQ.FT. (161+CUIC YARDS OF LOAMY FILL;PLANT "CAPE COD”LAWN (NO FERTILIZER) LAWN|AREARII?2aN77 AREA UNDER CURVE=34 CUBIC FT. LENGTH OF FILL=128%FT. VOLUME OF FILL=161 CU.YDS. 0+50 3.28 SITE PLAN 10 5 0 10 20 40 SCALE:17=20' HYDRANT COASTAL BEACH —i [——~+———LAND UNDER OCEAN ——=FLOOD ZONE AE,EL 12"|FLOOD ZONE AE,EL 13 PROPOSED 8"x8"TIMBERZZ277727772777777777777,1X NM 00 NN 0+75 PROFILE A—A (EXISTING AND PROPOSED) 5 0]5 10 20aSCALE:1"=10 14 12 10 EXISTING |VINYL BULKHEAD 8__6|4i2MHW=1.1’(FORCED)—= COASTAL BEACH 0 (WDTH VARIES)MLW =-18 .......—2 —4 —6 o 0<00C<Yo we —< | CONSTRUCTION NOTES: .ELEVATIONS REFER TO NAVD88.CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. .SCOPE OF WORK CONSISTS OF INSTALLING ONE 8"x8"TIMBER AT THE LANDWARD EDGE OF THE EXISTING GRAVEL BUFFER STRIP,AND FILLING BEHIND TO MATCH THE ADJACENT GRADES.FILL SHALL BE TAPERED TO MATCH THE EXISTING GRADES ON THE SOUTH AND NORTH BORDERING PROPERTIES. .CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY.EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE. .EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT,THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. .THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. .AFTER THE FILL IS PLACED,THE AREA SHALL BE SEEDED WITH A "CAPE COD"LAWN MIX THAT IS DROUGHT TOLERANT.NO FERTILIZERS SHALL BE USED.TEMPORARY IRRIGATION CAN BE USED TO ESTABLISH THE GRASS.NO PERMANENT IRRIGATION IS PROPOSED. EXISTING 128'+ VINYL BULKHEAD (SE83—-2109) ~MLW=-1.8' MHW=1.1"(FORCED ALONG SEAWALL) L AS—BUILT BULKHEAD WALL (TIDAL) Oo PILE 1¥5 PILE EXISTING SEAWALL,CONCRETE STEPS, PLATFORM,PIER,RAMP,FLOAT AND MOORING PILES PER DEP INT. APPROVAL LICENSE NO.2973 (1992) LEGEND MHW MEAN HIGH WATER MLW MEAN LOW WATER —-2--—-—-—ELEVATION CONTOUR PROPERTY LINE LIMIT OF WORK /ACCESS ——_J Ly SoSSLYi~T //Roy &fTE>[i ~/r fj J/@ =,/Q 21 A Dion,5)©i Ss T P/f/ !LOCUS 4 i $5 / 65;| R%>/3 /os S.YARMOUTH,MA.KEY MAP 1”=400+ SURVEY NOTES: 1.RECORD OWNER: PAULA A PERRONE FAMILY TRUST PERRONE,PAULA A.TRUSTEE 12 PLEASANT STREET SOUTH YARMOUTH,MA.02664 DEED BK:32994 PG:54 2.PROPERTY IS SHOWN ON ASSESSORS MAP 061, PARCEL 88 AND APPEARS TO LIE WITHIN THE RS—40 ZONING DISTRICT PER THE TOWN OF YARMOUTH ASSESSORS RECORDS AND ONLINE ZONING MAP. S.PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED ON FEBRUARY 16, 2017,LINES OF OCCUPATION,AND FOUND MONUMENTATION. 4.ORIGIN OF ELEVATIONS IS NAVD 88,DETERMINED FROM A GPS SURVEY CONDUCTED ON MARCH 01,2017. 5.PARCEL APPEARS TO PARTIALLY LIE WITHIN THE FLOOD ZONE AE (EL=12")AND SPECIAL X PER FIRM MAP 25001 C0591 J,PANEL 591 OF 875,LAST REVISED JULY 16,2014 AS SHOWN ON THE FEMA WEBSITE. 6.EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED ON FEBRUARY 16,2017 AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS,AND AN AS—BUILT SURVEY CONDUCTED IN 2020. 7.THE PROPOSED WORK LIMITS DO NOT APPEAR TO BE WITHIN A NHESP BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW. 8.FLOOD LINES WERE IMPORTED AND SCALED IN FROM THE FLOOD MAP,AND ARE APPROXIMATE. MEAN HIGH WATER ELEVATION IS 1.1"NAVD88 (2.9° MLW). MEAN LOW WATER ELEVATION IS —1.8"NAVD88 (0.0’ MLW). NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING NO.DATE REVISION BY SKETCH PLAN SHOWING TT so-so SCALE AS SHOWNaPROPOSEDFILL=PAULA A.PERRONE Gi12PLEASANTSTREETSOUTHYARMOUTH,MAJ"PERRONE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT,MA.02639 C—1 (508)280-8046 WWW.SHOREFRONTCONSUL TING.COM Je |ss