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HomeMy WebLinkAboutSite PlanN 31° 36' 51" E226.51'N 59° 14' 27" W9.42'N 30° 45' 33" E23.64'S 31° 36' 51" W250.00'M A L F A R O A D(40' WIDE - PUBLIC)ECBDHFOUNDUPUPUP10X2"HYDRANT4"6X2"12"8"14"2"12"12"2"2"CBDISKFOUND16"6X3"xx xx xx xx CDCDCDCDCDCDCD100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER35' BUFFER35' BUFFER35' BUFFER35' BUFFER35' BUFFERLOT18,483 S.F.(UPLAND)N 58° 23' 09" W10.23'N 31° 36' 51" E80.00'N 58° 23' 09" W 100.00'S 31° 36' 51" W80.00'SNOW FENCEC O A S T A L B E A C HTIMBER RETAINING WALLTIMBER RETAINING WALLTIMBER RETAINING WALLSTEPSC O A S T A L D U N EBOTTOM OF EROSIONP A R K A V E N U E (40' WIDE - PUBLIC) EDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTL e w i s B a yMEAN HIGH WATERPATHSNOW FENCEDOGKENNELPICKET FENCEL A W NFLAGSTONEOHWOHWOHWOHWOHWOHW OHW OHW OHWGGSTONE STEPS#4DWELLINGFIN. FL. EL.= 8.1STONE DRIVEWAYGARAGESLAB EL.= 5.6GARAGESLAB EL.= 7.2STONEDRIVEWAYWALKBRICKPATIOCONC. PADCONC. APRONBRICKLANDINGLAND UNDER THE OCEANLAND CONTAINING SHELLFISHFLOODEBBP L A N T S442 2 2 6 666 66 666668 L A W NELEC. METERGAS METERTOP OF EROSIONPAVED APRONCLUSTEROF TREESFZ FZ FZFZFZFZ F Z FZFZFZFZFZFZFZFZFZFZFEMA Z O N E VE(EL.13' ) AE(EL.12' )FEMA ZONEVE(EL .13 ' )AE(EL .12 ' )44'±44'±20.4'103.2'78.1'29.5'2.1'2.0'100' BUFFER ZONE50' BUFFER ZONE35' BUFFER ZONE300' OFFSET FROMLEWIS BAY SHORELINELOT 32143 PARK AVENUECLUSTER OF TREES36 555777 777 5776 5 CDCDCDCDCDCDCDCD1CD2CD3CD4CD5CB4CB3CB2(COASTALBEACH)CB6CB1CB5NOT TO SCALELOCUS MAP NNAD 83CONSERVATION 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.OHWHYDRANTWATER SHUTOFFCATCH BASIN SQUAREUTILITY POLEGUY POLEGUY WIRELIGHT POLESIGNCONIFEROUS TREEDECIDUOUS TREETREE LINEOVERHEAD WIRESRETAINING WALLxxxPOST & RAIL FENCExxxxxxSTOCKADE FENCESSSSEPTIC LINEWWWATER LINELEGENDIRON PIPE FOUNDCONCRETE BOUNDIPCBTREE STUMPSTONE BOUNDSBRCROD CAPSHRUBCONIFEROUS SHRUBAREA OF STRUCTURE INCLUDED INEXISTING LOT COVERAGESTAKE & TACK FOUNDBOTTOM OF WALLBWTOP OF WALLTWE/T/CGAS LINEGGUTILITY LINELIMIT OF WORK/CONSTRUCTIONARESOURCE BUFFER ZONE ABRESOURCE BUFFER ZONE BCBTOP OF COASTAL BANKFZFLOOD ZONE BOUNDARYDDDSTORM DRAIN PIPELOCUSPREPARED 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:11YARMOUTH, MASSACHUSETTSFALMOUTH, MA 02541-0901PO BOX 901WILLIAM K MACKEY AND LUCINDA V ABRECHTR. BERGAN VAN DOREN REVOCABLE LIVING TRUSTWNHMDMAY 1, 2023SHORELINE STABILIZATION PLANMAP 20-27.1DESCRIPTIONDATECHKBY-NOTICETHIS 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 RESERVED4 MALFA 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.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: R-25PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE (ELEV 12) & VE (ELEV 13)BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO.25001C0569J, 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.WIND EXPOSURE CATEGORY: ZONE CLOT COVERAGE:LOT AREA = 18,483 S.F.EXISTING LOT COVERAGE BY STRUCTURES: HOUSE AND GARAGE= 1,793 S.F. (9.7%)DEED REFERENCE: BOOK 17869 PAGE 10PLAN REFERENCE: BOOK 202 PAGE 7OWNER: R. BERGAN VAN DOREN REVOCABLE LIVING TRUSTWILLIAM K MACKEY AND LUCINDA V ABRECHTPO BOX 901FALMOUTH, MA 02541-0901MALFA_4_R.BERGENVANDORENTRUST_SP0SCALE:1020401" = 20'PROJECT STATISTICSQUANTITIES CONSIST OF RESTORATION IMPROVEMENTS ONLY ABOVE MEAN HIGH WATER (NO NEWDEVELOPMENT)1.BEACH RESTORATION - PROPOSED REINFORCED HIGH MARSH: 480 S.F.2.BEACH/EROSION RESTORATION - PROPOSED FIBER ROLL ARRAY: 399 S.F.3.COASTAL DUNE - DUNE NOURISHMENT: 3,100 S.F.4.LAND SUBJECT TO COASTAL STORM FLOWAGE:3,979 S.F.PROPOSED REINFORCED HIGH MARCH6' X 80' = 480 SQ. FT.SEE RESTORATION PLANBY WILKINSON ECOLOGICAL DESIGNPROPOSED FIBER ROLL ARRAY4 ROWS HIGH FOR 60 LINEAR FEET3 ROWS HIGH FOR 20 LINEAR FEETSEE RESTORATION PLANBY WILKINSON ECOLOGICAL DESIGNNOURISH DUNE WITH 185 CYCOMPATIBLE SEDIMENT AND PLANTWITH AMERICAN BEACHGRASS AT18" O.C. OVER 3,100 SQ. FT.SEE RESTORATION PLANBY WILKINSON ECOLOGICAL DESIGNPROPOSED WORK CONSISTS OF RESTORATION AREASONLY, SEE RESTORATION PLANS BY WILKINSON ECOLOGICALFOR ADDITIONAL INFORMATION AND DETAILS