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HomeMy WebLinkAboutplan deckJ a w Y 00 12 00 N O rn c 0 0 V) z Q w Y J w CID 06 N 0 N o_ N O 0 a U 0 I 0 z F�- I 3 0 0 I 00 CIO i rn v i 0 0 00 0 Cn I U 0 0 Cn i i 0 z a� w NOTES: I x -5.6 LOCUS INFORMATION THIS PLAN IS BASED ON NAVD-1988 DATUM. A WATER ¢ I IN g LOGGER / TIDE GAGE WAS SET UP AT THE SITE AND MLW I l x -5.8 WAS RECORDED AS -1.0 OVER A TWO WEEK CYCLE. AS A \� CURRENT OWNER: x -5 4 TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT: SETBACKS: MINIMUM LOT SIZE: EXISTING UPLAND LOT AREA: EXISTING WETLAND LOT AREA: EXISTING TOTAL LOT AREA: EXISTING BUILDING COVERAGE: PROPOSED BUILDING COVERAGE: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: OVERLAY DISTRICT: S ems., F, s '00, PETER S. LE RESULT(-3 MLW) BEING DEPICTED ON THIS PLAN AS MHW WAS LOGGED AS ELEVATION +1.5. \ ' DEED BOOK 33476, PAGE 111 I THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS I \• \ `� x -4.5 , PLAN BOOK 79, PAGE 101 BASED ON A 2020 SEPTIC INSPECTION REPORT ON FILE AT \ THE YARMOUTH BOARD OF HEALTH. \- \ a / V/`i�Lll 33S' 0 De RECORD WATER SERVICE LOCATION AND WATER METER ON BUILDING DO NOT LINE UP. CONTRACTOR TO CONFIRM \ r I POND x -5.4 FRONT 30' LOCATION PRIOR TO CONSTRUCTION. \. N�` N t \ I , c\ p x -5.7 SIDE 20M W o o.. REAR 20, o ty y I a \ o x -5.9 TA 40,000 S.F. v -- ® \ -6. MLW 10,076± S.F. v \. IRON �\\ i x -5.7 ( ) 5,549± S.F. \• EXISTING SHED TO FPIPEOUND®'� •�. (-4.7 MLW) BE REBUILD IN THE \ It 15,625± S.F. \n O SAME SIZE AND I14 Nt A 4.0 1,632± S.F. / 10,076± S.F. (16.2%) \ -AW XA510N`` ®'®®®€ \ i ,='•' \ 1,866± S.F. / 10,076± S.F. (18.5% UPLAND) o ( ) ® \ y !�! i \ ZONE II \ � 00m ?� •• ®r`® � � � \ z I : � � Lb: x -5.6 x 1 \ (-4.6 MLW)7 BUILDING WITHIN X z 31.9' o nLn x -5.6N/F c� o APD / OKH REGINA E. BURKINSHAW, oo UTILITY HYDRANT LE/�� (' 'x I 9, 0 s G'P •00• 0 LAND COURT BOUND FOUND - BACK PROPERTY LINE 1.81' 0 0 D0 rc 0� D rr1 Z 'u 7z --j 0 TRUSTEE CO i ,�`� ®, i t- i t i x -5.7 #44 MAYFLOWER TERRACE \ 1- O 1 ' I ®® I I \� t !\ \ ASSESSORS MAP 110 o, m ; 03 PARCEL 32 z i �' x -5.3 O 1 (-4.3 MLW) 1 I SHED ` �� �v t i PROPOSED 12'x 45' FIRST ' .. i ,' ! FLOOR DECK WITH 4' BALCONY OVERHEAD I ii \ ". m \ \ '�� N i I -5. ONO If x -5A - Py ° 1 0! i \: ���05 51 LOT 64 `.~ '` i 2' � 1 x -4.2 ENc�\0 WOOD RETAINING w Pp O C� WALL ` � ! ,,,° .� ! ' � i -� �..,..,, ��-,A � ��� -,,,� � x -3.2 P j� \ 1 ;Y ! ! WTERIMRAMP ENSAND #8826 ' 1 j i •v ' tl GAS 3 RECORDED BOOK . ET \ STONE ALL -i [ r I 1' 4 I � E� � 13887' PA GE 316 1; \ AT EDG OF`s 1 �IIELE, WATER ' E s ! 1, 1 \ = \ x -5.8 § I \ �� x -5.8 ` EXISTINGGnu'ji ,, o ! ry Q�Q' >5 S 625± TOTAL \ 1 4 BEDROOM i �` FIRST (] o ! DWELLING ! FLOOR `° FFF=22.8 EVATED o � ' r.'' 3 M.n ,t x -6.0 o ECK. Z ID I 69.5' x —6.1 TA KO T J \ j 1; ABUTTERS PIER ME GARDEN , ''' ,�-'y 27.'� BUFFER DISTURBANCE A/ `, i IV xr z B ITU M I NOU$e i0� � I DRIVEWAY N/F i SHERYL LOCKE `'c'�it1 h''n `..,. i #36 MAYFLOWER TERRACE ASSESSORS MAP 110 _ f PARCEL 34 00 0 LOT 66 RM 1 O ` F9y0 ` s J F ROAD ANGLE BOUND FOUND & O- HELD 0-35': 220 S.F. OF ADDITIONAL DECK AREA MITIGATION REQUIRED: 220 @2:1 MITIGATION = 440 S.F. MITIGATION AREA: 463± S.F. PROVIDED SCIENTIFIC NAME COMMON NAME H x Pi SPACING O/C # OF PLANTS ILEX GLABRA INKBERRY 6' x 6' 5' OC 6 CLETHRA ALNIFOLIA SWEET PEPPERBUSH 6' x (o' 4' OC 4 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2' x 2' 3' OC 10 KALMIA ANGUSTIFOLIA SHEEP LAUREL 2' x 2' 3' OC 8 GAYLUSSACIA FROND05A BLUE HUCKLEBERRY 1.5' x 3' 3' OC 10 LOCUS GREAT WESTERN RD. �x�G0 F� EXIT 8 s� y LOCUS M AP NOT TO SCALE 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. ��1•tN OF � 0 KIERAN J. � HEALY Cn 'o NO.48135 tt STEP JQ� a, �WAL LA KIERAIV e HEALY,0 PROFESSIONAL LAND SURVEYOR PLAN OF LAND TE 40 MAYFLOWER TERRACE IN SOUTH YARMOUTH MAS SAC H U S ETTS (BARNSTABLE COUNTY) PROPOSED DECK AUGUST 30, 2021 PREPARED FOR: PETER & KIM LE 212 MARINA DRIVE QUINCY, MA 02169 peterle@comcast.net 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2021 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 Fr FI LE: ... Projects-YAR\50468-HYDROAwg DWG. NO: 6685-01 SHEET 1 OF 1 JOB. N0: 5-0468.00