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Home My WebLink AboutSEAVIEW_265_COXALL_STAIR REPLACEMENT PLAN (STAMPED) 2025-09-19E CBDISK FOUND CBDISK FOUND UP UPUP CBDH FOUND IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIII II II III II II II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEA VIEW AVENUE (40' WIDE - PUBLIC) OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW EDGE OF PAVEMENT 16 1618 2018 0 2 4 6 10 12 14 16 4 6 8 10 12 14 16 18 HOT TUB DECK PLANTS BENCHES COASTAL BEACH EDGE OF WATER NANTUCKET SOUND (TIDAL) RIP RAP RIP RAP STONE GROIN STONE GROIN LAWN LAWN POST & RAIL FENCE STOCKADE FENCEPOST & RAIL FENCEHEDGES APPROXIMATE LOCATION OF SEPTIC SYSTEM FROM TIE-CARD VENT S 64° 14' 13" W225.22'N 23° 59' 37" W113.67'S 25° 24' 27" E125.31'66'±58'±OHWPARCEL 138-019PARCEL 138-021 FZ F Z FZFZFZFZFZFZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FEMA ZONE X FEMA ZONE VE(EL.16') FEMA ZONE X(0.2%) CB CB CB CB CB CB CB CB CB 50' BU F F E R 50' BUFFER 50' BU F F E R 50' BUFFER 50' BU F F E R 50' BUFFER 50' BUFFER 50' BUFFER 100' BUF F E R 100' BUFFER 100' BU F F E R 100' BUFFER 100' BUFFER 100' BUFFER 100' BUFFER 100' BUFFER TOP OF COASTAL BANK 50' BUFFER FROM TOP OF COASTAL BANK 100' BUFFER FROM TOP OF COASTAL BANK MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MH W MH W LOT B 36,585 S.F. M.H.W. = 1 . 1 ' 2 0 FLOODEBBHEDGESHEDGESNATURALLY VEGETATED NATURALLY VEGETATED FEMA ZONE VE(EL.16') STATE & TOWN DEFINITION HEDGES #265 DWELLING TO BE RENOVATED AND PROPOSED ADDITIONS PER SE3-6279 PROPOSED ADDITION PORCH COVERED PORCH S S S S S S S PROPOSED STONE DRIVEWAY POOL HOUSE UNDER CONSTRUCTION PROPOSED POOL SPA PATIO COASTAL BEACH COASTAL BEACH SECTION VIEW SHOWN SECTION VIEW SHOWN EXISTING TIMBER LANDING, STAIR AND DECK TO BE REBUILT IN SAME LOCATION D PROPOSED DRYWELL FOR SPA DRAW DOWN PIT 13.1'16.8' 20.3' 3.0'14.1'0.6'9.4'2.9'3.4'9.9'3.0'36'25'LOWLOWLOWLOWLOWELEVATION, FEET (NAVD88)SCALE 1" = 20' ACCESS STAIR PROFILE VIEW -5 0 5 10 15 20 MHW (1.1 NAVD) EXISTING GRADE EXISTING GRA D E EXISTING TIMBER STAIRS, LANDINGS & DECK TO BE REBUILT IN SAME LOCATION EXISTING STONE REVETMENT 3.0'9.4'9.9'14.1' LANDING LANDING STAIRSSTAIRS MHW ELEV. 19.5 ELEV. 13.3 POSTS TO BE SECURED TO EXISTING STONES WITH PINS DRILLED AND DEPLOYED INTO ROCKSTRUCTURAL DESIGN OF DECKS, STAIRS AND LANDING BY OTHERS NOT TO SCALELOCUS MAP N N NAD 83PREPARED FOR: PREPARED BY: DRAWING TITLE: PROJECT: ASSESSORS INFORMATION: SUMMERFIELD PARK 800 FALMOUTH ROAD SUITE 301C MASHPEE, MA 02649 508.477.7272 PHONE 508.477.9072 FAX www.CapeEng.com SHEET NO.: OF DATE: DRAWN BY:CHECKED BY: 1 1 BARNSTABLE, MASSACHUSETTS NEWTON, MA 02465 1081 WASHINGTON STREET HAROLD COXALL CTR/JGP JGP/CTR SEPTEMBER 19, 2025 ACCESS STAIRS AND DECK REPLACEMENT PLAN MAP 138-020 DESCRIPTIONDATE CHKBY - LOCUS NOTICE THIS 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 OR PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC. COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED 265 SEA VIEW AVENUE SEAVIEW_265_COXALL_SP STAIRS 0 SCALE: 10 20 40 1"=20' GENERAL NOTES LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ON THE 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 CORNER BOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONE TENTH (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" LOWER THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT PERFORMED. ZONING DISTRICT: RF-1 PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF VE (ELEV 16), ANNUAL CHANCE FLOOD ZONE 0.2% BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 25001C0757J, 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 IS LOCATED IN THE WIANNO HISTORIC DISTRICT, A NATIONAL REGISTER HISTORIC DISTRICT WIND EXPOSURE CATEGORY: ZONE C LOT COVERAGE: LOT AREA = 36,585 S.F. DEED REFERENCE: CERTIFICATE 238241 PLAN REFERENCE:LC PLAN 9965-A OWNER: HAROLD C. COXALL JR TRUST HAROLD C COXALL, JR, TRUSTEE 434 NE 7TH STREET BOCA RATON, FL 33432 OHW HYDRANT WATER SHUTOFF CATCH BASIN SQUARE UTILITY POLE GUY POLE GUY WIRE LIGHT POLE SIGN CONIFEROUS TREE DECIDUOUS TREE TREE LINE OVERHEAD WIRES STONE WALL POST & RAIL FENCE STOCKADE FENCE x x x PICKET ROW xx xx CHAIN LINK FENCE LEGEND IRON PIPE FOUND CONCRETE BOUND IP CB TREE STUMP STONE BOUNDSB RC ROD CAP SHRUB CONIFEROUS SHRUB AREA OF STRUCTURE 50'100' PROJECT STATISTICS 1.EXISTING FOOTPRINT OF STAIRS, LANDING & DECK:367 S.F. 2.PROPOSED FOOTPRINT OF STAIRS, LANDING & DECK (NO CHANGE):367 S.F. 3.LENGTH OF STAIRS, LANDING AND DECK DOWN BANK:36 FEET 4.WIDTH OF STRUCTURE IN COASTAL BANK:25 FEET 5.DISTURBANCE WITHIN LSCSF (STRUCTURE FOOTPRINT):353 S.F. 6.DISTURBANCE WITHIN COASTAL BANK (STRUCTURE FOOTPRINT):363 S.F. 7.WORK WITHIN COASTAL BEACH:4 S.F. 8.CHANGE IN OVERALL FOOTPRINT:0 S.F. 9.DISTURBANCE WITHIN 0-50' BUFFER (NO INCREASE):4 S.F. 10.DISTURBANCE WITHIN 50-100' BUFFER:0 S.F.