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HomeMy WebLinkAbout83-1773 - Existing Conditions Plan002r-- (14 W ca Q tL C m v Y 0 0 m z II 5 CL ISSUED FOR PERMITTING NOT FOR CONSTRUCTION LOCUS INFORMATION CURRENT OWNER: STEPHEN & MARGARET WALSH -- —� _ TITLE REFERENCE: BOOK 16869, PAGE 48 PLAN REFERENCE: BOOK 181, PAGE 125 TCB -3 ' — — — — ASSESSORSARCEL: 82 ZONING DISTRICT: R-25 1 - SETBACKS: FRONT 30' TCB -2 { CAPE ISLE D SIDE 15' RIVE REAR 20' MINIMUM LOT SIZE: 25,000 S.F. UPL''` 'rL___� EXISTING LOT AREA: 11,088tS.F. OVERLAY DISTRICT: NOT IN A ZONE II -I40 \ r FEMA FLOOD ZONE "A-12" ELEV. 12 NGVD a EDGE / i �1 - _ ZONE DISTRICT: (ELEV. 13.5± MLW) AS SHOWN G �. ` _ EXiSENJi i . i w 1�--c.� yam_ ON PANEL #250015 0006 D P I _ _ °- DATED JULY 2, 1992 2 u LAMP ¢' 1 ���Z i GG' N85 -39.10"W EX. STAIRS - - , sJ UP 47.61 f (APPROX. �4 �, _=S ."�.��" / y� �25p0 I c LOCATION)/ NOTES: 1 , R GUY 1.) EXISTING GRADES WERE BASED ON AN ON WIRE THE GROUND SURVEY PERFORMED BY BSC q GROUP ON FEBRUARY 02, 2005. 2.) THE EXISTING VERTICAL BULKHEAD, STONE REVETMENT & EXISTING DECK WERE FIELD •4, \ � FLAG POLE LOCATED DURING FEBRUARY 02, 2005 BY BSC / / J; x � GROUP. 3.) WETLAND RESOURCE AREAS SHOWN HEREON T I EXISTING BITUMINOUS WERE DELINEATED BY NORMAN W. HAYES OF BSC t 9 5529 \ oY, DRIVEWAY _. I I' - I GROUP, INC. DURING JANUARY 2005. R-40,00 ~¢ '0 4.) TIDE LEVELS ARE BASED ON PUBLISHED TIDAL W 1, 06 TABLES 2002 BY NATIONAL OCEAN SERVICES (NOS) Z rn FOR HYANNISPORT, MA EX. SHRUBS-, f I mNl _ # MLW=0.0' W (APPROX. o oa / ' MHW=3.1' LOCATION) t Q. EX. LAMP EX. BAY I HTL=3.9' WINDOW .j/ - ' N F MARGARET & STEPHEN WALSHcr 5 421 CAPE ISLE DRIVE - w W ASSESSORS MAP 19, PARCEL 82 N' Of -H ' 11,088± S.F. ' w OF EXISTING STONE REVETMENT j a� H WALL TO BE CHINKED USING N/F No. 3=9 EXISTING RIP RAP STONE KARL A. KOSKIAeRaB WALL (TYP.) h #11 CAPE ISLEa� 3 EX. STOOP DRIVE w ASSESSORS _MAP 19 �/ / - 0 #21 o PARCEL 81 3/26 BENCHMARK: i EXISTING ONE STORY DRILL HOLE SET IN STONE WOOD FRAME HOUSE z ELEVATION 6.43 (MLW) TOF=7.8 MLW EX. PATIO FF=8.77 MLW EX. EXISTING SHED GAS METER (EXISTING � ! 8'x16' ! EX. / ! FLOAT ! _ "1 DECK I TO BE - I. BVW-i !! REMOVE / i VW -5 128 S.F EXISTING1. EO 0r _ G� L � - BULKHEAD STONE � _ _ ., � _a� _,_�BVW_ 4 REVETMENT J1 _ ���,-�;� HTL N8 '39 10 W ELEV. 6.9 EX WOOD 130.00 r 1w..__ EX. WOOD BULKHEAD -_� EXISTING EXISTING.(2). __-. _ EX. WOOD BULKHEAD RAMP' 6'x24' FLOATS ELEV.= 7.5' EXISTING -WOOD EXISTING RIP RAP STON WALL PILE (TYP.) TO EBB PARKERS RIVER _.. FLOOD i-M�W w EXISTING — o MAIN STR 28 0 m D D Z v rn m D f D zEnA N c c In LOCUS OR, SHORE v 5 BEACH ASS NANTUCKET SOUND / RIVER BEACH LOCUS PLAN: NO SCALE tv DAVID d � CRISPM Na31306 . 3-zb-o7 DAVID J. CRISPIN DATE PROF SSIONAL LAND SURVEYOR PROPOSED BULKHEAD, RAMP, FLOAT, DECKS, REVETMENT & FILL #21 & #11 CAPE ISLES DRIVE IN SOUTH YARMOUTH MASSACHUSETTS BARNSTABLE COUNTY EXISTING CONDITIONS PLAN JANUARY 02, 2007 REVISIONS: NO. DATE DESC. 1 3/13/07 EASTERN BULKHEAD LOWERED 2 3/15/07 REMOVE WESTERLY FLOAT 3 3/26/07 CONSERVATION EDITS. RIP RAP / RED. WEST FLOAT PREPARED FOR: STEPHEN J. WALSH 22 PARK ROAD FRANKLIN, MA 02038 BSC GROUP 384 Washington Street Norwell, Massachusetts 02061 781 6597981 © 2007 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 rccr FILE: Design\8780-BULKHEAD.dwg DWG. NO: 5179-20 SHEET 1 OF 3 1 JOB. NO: 4-8780.00