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Home My WebLink AboutREVISED PLAN HAYES_88_ZINDMAN_SP ADDITION R 1-2-2550' BUFFER 50' BUFFER 50' BUFFER 50' BUFFER xxxxxxRB W/CAPCBDHFOUNDCB/CENTERFOUNDCB/CENTERFOUNDDOCKWEQUAQUET LAKE11.5'N 71° 50' 05" E19'±R=340.36'L=83.09'LOT 114,211 S.F.LOT 3P.B. 298-80HAYES ROAD(30' WIDE - PRIVATE)FZFZFZFZFZFZFZFEMA ZONE XX (0.2%)#88DWELLINGFIN. FL. EL. = 41.1'BULKHEADSHEDGENERATORPORCH2ND FLOORDECK58.0'8.8'GRAVELDRIVEWAYLOT 2P.B. 61-85APPROXIMATE LOCATIONOF SEPTIC SYSTEMFROM TIE-CARDEDGE OF PAVEMENT 100' B U F F E R A.C. UNITRINSESTATIONN 71° 50' 05" E12'±ED G E O F L A K E (GREAT POND)0.64'0.22'(DISPLACED)12.0'22.5'16"16"14"20"24"22"26"16"16"14"18"14"4"4"28"22"32"14"FLAGSTONEWALKGAS METERPLANTSPLANTSFLAGSTONEWALKIIII I I I I I I I I I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I II I I I I I I I I IIIIIIIIIIIII I I IIIIIIIIIIIII50' B U F F E RROW OF ARBORVITAESHEDGEPLANTSPLANTINGBEDL A W NL A W NL A W N2ND FLOOROVERHANGWOOD RET. W A L LPOST & RAILFENCE383634 38 36 34 4040 4040 100' BUFFE R 100' BUFFER 100' BUFFER 100' B U F F E R 20.45'PERMITTEDDOCK LOCATION(10-9-1990 PLAN)21.9'21.9'42'±42'±12.0'ROW OF CEDARSS 71° 50' 05" W160.74'N 71° 50' 05" E171.72'PROPOSEDPATIO4.5'PROPOSEDADDITIONEXISTING PATIOTO BE REMOVED50'100'EXISTING SUNROOM &HEDGE TO BE REMOVEDEXISTING DECKTO BE REMOVEDPROPOSEDWORK LIMITPROPOSED FUTUREVISTA CORRIDOR20.7'PROP.EX.19.0'18.4'36.1'35.4'EXISTINGPROPOSEDDDRYWELL (TYP)FOR ROOF RUNOFFNOT TO SCALELOCUS MAP NNNAD 83LOCUSPREPARED FOR:PREPARED BY:DRAWING TITLE:PROJECT:ASSESSORS INFORMATION:SUMMERFIELD PARK800 FALMOUTH ROAD SUITE 301CMASHPEE, MA 02649508.477.7272 PHONE508.477.9072 FAXwww.CapeEng.comSHEET NO.: OFDATE:DRAWN BY:CHECKED BY:11BARNSTABLE, MASSACHUSETTSRANCHO PALOS VERDES, CA 902756263 MONERO DRIVEMATTHEW B. GOLDING88 HAYES ROAD, LLCJGP/CTRCTR/JDMDECEMBER 5, 2024PROPOSED SITE PLANMAP 210098DESCRIPTIONDATECHKBY1/2/25REVISE MITIGATION CALCULATIONSCTRCTRNOTICETHIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE &ISLANDS ENGINEERING, INC.UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON ORPERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THISPLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC.COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED88 HAYES ROADGENERAL NOTESLOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ONTHE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM,DATUM: NAD 83, UNITS: U.S. SURVEY FEET.DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TO CORNERBOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONETENTH (0.1') OF A FOOT. LOT COVERAGE IS CALCULATED TO CORNER BOARDS.THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWERTHAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOTPERFORMED.ZONING DISTRICT: RD-1PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF ANNUAL CHANCE FLOODZONE 0.2%, MINIMAL HAZARD ZONE X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ONFLOOD INSURANCE RATE MAP NO. 25001C0562J, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014.THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA.THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.THIS LOT FALLS WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT (R.P.O.D.)THIS LOT FALLS WITHIN THE SALTWATER ESTUARY PROTECTION DISTRICT.WIND EXPOSURE CATEGORY: ZONE CLOT AREA = 14,211 S.F.A COMPREHENSIVE ZONING ANALYSIS HAS NOT BEEN PERFORMED BEYOND THE ITEMS LISTED ABOVE.DEED REFERENCE: BOOK 36004 PAGE 237PLAN REFERENCE:BOOK 61 PAGE 85OWNER: 88 HAYES ROAD, LLCHAYES_88_ZINDMAN_SP ADDITION0SCALE:1020401"=20'OHWHYDRANTWATER SHUTOFFCATCH BASIN SQUAREUTILITY POLEGUY POLEGUY WIREOVERHEAD WIRESSTONE WALLxxxxCHAIN LINK FENCELEGENDIRON PIPE FOUNDCONCRETE BOUNDIPCBSTONE BOUNDSBRCROD CAPAREA OF IMPERVIOUSMITIGATION PLANTINGS CALCULATION0-50' BUFFER ZONEEXISTINGPROPOSEDNET CHANGEHARDSCAPE AND STRUCTURES382S.F.±331S.F.±-51S.F.±50-100' BUFFER ZONEEXISTINGPROPOSEDNET CHANGEHARDSCAPE AND STRUCTURES2,054S.F.±2,060S.F.±6S.F.±REQUIRED MITIGATION: 4:1 FOR 0-50' & 3:1 FOR 50-100' BUFFER-186S.F.±NO MITIGATION REQUIRED OR PROPOSED0S.F.±RNDS PRO FLOW-WELLPLAN VIEW2' 6' 2'4" PVC INLET3/4"-1-1/2" DOUBLEWASHED STONEROOF LEADEROVERFLOW PIPEFINISH GRADE, VARIESSPLASH PLATE8" MIN. LOAM COVERPIPE, S= 1.0%4" HDPE DRAIN2'2' INLETSECTION VIEWDRY WELL DETAIL-NOT TO SCALE-DRY WELL NOTESA SYSTEM OF GUTTERS,DOWNSPOUTS AND DRY WELLS SHALLBE USED TO RECHARGESTORMWATER RUNOFF. PICTURES OFDRY WELL SHOULD BE TAKEN DURINGINSTALLATION AND SUPPLIED TOCONSERVATION COMMISSION AS PARTOF THE CERTIFICATE OF COMPLIANCEREQUEST.6" MINIMUMBEDDING STONECONSERVATION NOTESPRIOR TO ANY WORK COMMENCING, THE DEP FILE NUMBER SHALL BE POSTED ON ASIGN ON THE STREET SIDE OF THE LOT AND MAINTAINED IN A VISIBLE CONDITIONTHROUGHOUT THE PROJECT.THE LIMIT OF WORK WILL BE INSTALLED PRIOR TO ANY WORK, EXCAVATION,CONSTRUCTION OR CLEARING OF VEGETATION, IN ORDER TO PREVENT DAMAGE TOTHE INTERESTS OF THE ACT AND BYLAW. THE LIMIT OF WORK WILL CONSIST OF AROW OF STAKED SEDIMENT STOP OR COMPOST ROLL WITH SILT FENCE BACKING. THESEDIMENT STOP ROLL WILL BE REPLACED AS NECESSARY TO BE MAINTAINED IN GOODCONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. NO FILL WILL BEALLOWED TO BE PLACED AGAINST THE LIMIT OF WORK AT ANY TIME. UPONCOMPLETION OF ALL CONSTRUCTION AND STABILIZATION OF THE SITE, SEDIMENTSTOP ROLL WILL BE REMOVED AND PROPERLY DISPOSED OF.PRIOR TO ANY WORK COMMENCING, ADVANCE WRITTEN NOTIFICATION WILL BEPROVIDED TO THE LOCAL CONSERVATION COMMISSION.NO DEBRIS, EQUIPMENT OR MATERIALS WILL BE STORED, EVEN TEMPORARILY,OUTSIDE THE DESIGNATED LIMIT OF WORK AREA WITH THE EXCEPTION OF EQUIPMENTAND MATERIALS RELATED TO THE PLANTINGS FOR THE REQUIRED MITIGATION.THE CONSTRUCTION SITE WILL BE CLEANED DAILY TO REMOVE ANY LOOSE DEBRIS.ALL DISTURBED AREAS WITHIN THE LIMIT OF WORK REQUIRING RESTORATION WILL BESTABILIZED TO PREVENT EROSION. STABILIZATION WILL BE DONE IMMEDIATELYFOLLOWING COMPLETION OF CONSTRUCTION.WORK AREA LIES COMPLETELY WITHIN PREVIOUSLY DISTURBED BUFFER ZONE AREAS.