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HomeMy WebLinkAboutCertified plot planSOUTH SHORE DR. LOCUS INFORMATION MARY E. CAMPBELL -WELCOME TIMOTHY P. WELCOME DEED BOOK 33541, PAGE 107 PLAN BOOK 186, PAGE 33 24 162 OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: R-25 EXISTING LOT SIZE: FRONT 30' SIDE 15' EXISTING BUILDING COVERAGE: REAR 20' PROPOSED BUILDING COVERAGE: LOCUSMAP E TUNEL NOT TOSCALE A NE NONE NOT A STATE ZONE II "AE", DATED 7-16-14 PANEL #25001CO588J m MI S.F. m 8,450± S.F. (UPLAND) 2,626± S.F. z CURRENT OWNER: c z -o TOCOASTAL NAB K M i M � D X 5.5 \\ TITLE REFERENCE: ® D < o N I ry — W— z GRAVEL \ EXISTING 1 PLAN REFERENCE: C: AREA PAVER \ DRIVEWAY \ CONC./ 7K PATIO 70 0 ASSESSORS MAP: TO BE -moi < 1 PROPOSED PARCEL: M d I tj - STOOP 70 o 6.6 ; ( \ ZONING DISTRICT: SOUTH SHORE DR. LOCUS INFORMATION MARY E. CAMPBELL -WELCOME TIMOTHY P. WELCOME DEED BOOK 33541, PAGE 107 PLAN BOOK 186, PAGE 33 24 162 OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: R-25 EXISTING LOT SIZE: FRONT 30' SIDE 15' EXISTING BUILDING COVERAGE: REAR 20' PROPOSED BUILDING COVERAGE: LOCUSMAP E TUNEL NOT TOSCALE A NE NONE NOT A STATE ZONE II "AE", DATED 7-16-14 PANEL #25001CO588J m 25,000 S.F. m 8,450± S.F. (UPLAND) 2,626± S.F. (31.5%) 2,248± S.F. (26.6%) 40'WIDE ----X �----------------t-----------�4— — — — — — — -- ...wA.a.«� 0 sU$'T .,,. .,.«, ,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,- oj-jjs� ,,.. ,)HW --0 W ,.._ 0"'f4-- 1 OHW 1 11 \ S 49°56'00" E 80.00' I/1 ❑E W z g \ 33.7' \ \ 33,1' m DRAINAGE MANHOLE SMH ® m TMH © TELEPHONE MANHOLE 100' BUFFER TO LIGHT POLE \\ �r — 50 BUFFER COASTAL BANK. UPT TOCOASTAL NAB K UP i 100' RIVERFIRON REA � \\ X 5.5 \\ - - ® PROPOSED SPIRAL EXISTING \ \ ry — W— P GRAVEL \ EXISTING 1 z AREA PAVER \ DRIVEWAY \ CONC./ X X6.6 PATIO TO BE LOT 1 PROPOSED 9,080± S.F / �/ 0 1 RELOCATED \ \ I 0\ STOOP o 6.6 ; ( \ 5.8 f 6.8 O� 0 'g ® 6.6 GARAGE —7.0' SLAB ELEV=5.8 5.7 PROPOSED MODIFIED #73 SECOND STORY DWELLI NG NG GAS MET F. FLOOR = 9.2 AC UNIT 7 EXISTING DECK TO BE REMOVED & REPLACED WITH A PATIO ON GRADE 5 W 5.9 LAWN P O S p S R LAWN 5.'0' PROP 5' TOTALv VEGETATIVE STRIP TO 1 ry EXISTING VERTICAL WOOD RETAINING WALL EDGE OF RIVER BANK /COASTAL BANK ® PROPERTY LINE BY RECORD P -L -AR 80'± APPROXIMATE LOCATION OF L EXISTING INSTALLED FLOATS PIER LICENSE #583 OF 1979 PA RKERS RIVER (TIDAL) BUFFER DISTURBANCE EXISTING C.B. 0-50 196± S.F. EXISTING TO BE REMOVED (DECK AND CONCRETE PATIO) ROPOSED C.B. 0-50 36± S.F. NEW PATIO REDUCTION OF 160± S.F. + MITIGATION GRASSES OF 200 S.F. L.S.C.S.F. 986± S.F. TOTAL NEW DISTURBANCE NET -360 S.F. OF LAWN AND PATIO. 0'-100' RIVERFRONT 100'-200' RIVERFRONT 986± S.F. TOTAL NEW DISTURBANCE NET -360 S.F. LAWN AND PATIO. NO NEW I M PACT. 6.4 SHED FLOOD ZONE AE -11 FLOOD ZONE AE -13 5.1 MLW MHW - EDGE OF COASTAL BANK EXISTING 1.5' VEGETATIVE STRIP TO BE INCREASE TO 5' TOTAL FROM FACE OF WALL LEGEND 5.9 X z g C.B. ® CATCH BASIN m DRAINAGE MANHOLE SMH ® m TMH © TELEPHONE MANHOLE LP LIGHT POLE — — o �r — 50 BUFFER r- o 57 UPT TOCOASTAL NAB K UP w — OHW — � o ELECTRIC HANDHOLE - - ® PROPOSED SPIRAL GAS LINE WG STAIRS AND PAD — W— P z 35=BBUFFER CONC./ TO COASTAL B NA K PATIO TO BE REMOVED I 0 5. 5.'0' PROP 5' TOTALv VEGETATIVE STRIP TO 1 ry EXISTING VERTICAL WOOD RETAINING WALL EDGE OF RIVER BANK /COASTAL BANK ® PROPERTY LINE BY RECORD P -L -AR 80'± APPROXIMATE LOCATION OF L EXISTING INSTALLED FLOATS PIER LICENSE #583 OF 1979 PA RKERS RIVER (TIDAL) BUFFER DISTURBANCE EXISTING C.B. 0-50 196± S.F. EXISTING TO BE REMOVED (DECK AND CONCRETE PATIO) ROPOSED C.B. 0-50 36± S.F. NEW PATIO REDUCTION OF 160± S.F. + MITIGATION GRASSES OF 200 S.F. L.S.C.S.F. 986± S.F. TOTAL NEW DISTURBANCE NET -360 S.F. OF LAWN AND PATIO. 0'-100' RIVERFRONT 100'-200' RIVERFRONT 986± S.F. TOTAL NEW DISTURBANCE NET -360 S.F. LAWN AND PATIO. NO NEW I M PACT. 6.4 SHED FLOOD ZONE AE -11 FLOOD ZONE AE -13 5.1 MLW MHW - EDGE OF COASTAL BANK EXISTING 1.5' VEGETATIVE STRIP TO BE INCREASE TO 5' TOTAL FROM FACE OF WALL LEGEND 5.9 X SPOT ELEVATION C.B. ® CATCH BASIN DMH ® DRAINAGE MANHOLE SMH ® SEWER MANHOLE TMH © TELEPHONE MANHOLE LP LIGHT POLE UPL UTILITY POLE / LIGHT UPLT UTILITY POLE / LIGHT & TRANS. UPT UTILITY POLE / TRANSFORMER UP UTILITY POLE — OHW — OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE GMET GAS METER — G— GAS LINE WG WATER GATE — W— WATER LINE REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF �G rs KIERAN J. HEALY `" -o N0.48135 /STEP�OQ,4. �0NAL LANA S KIERAN J. HEALY, PLS ,/ KATE FOR THE BSC GROUP, INC. L'll 5M NEP TUNE LA NE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PREPARED FOR: SHEA CUSTOM CARPENTRY, INC. Mr. ED. SHEA 20 DOTEN ROAD PLYMOUTH, MA 02360 SCCINC.MA@GMAIL.COM Al BSC GROUP 349 Route 28, Unit D West Yarmouth, Massachusetts 02673 508 778 8919 © 2021 The BSC Group, Inc. SCALE: 1'° = 20' 0 1.25 2.5 5 MEERs 0 5 10 20 rEEr PROJ. MGR.: CRAIG FIELD FIELD: C. O'LEARY CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD FILE: 50490-EXC.DWG DWG. NO: 6696-02 JOB. NO: 5-0490.00 SHEET 1 OF 1