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Home My WebLink About40 Mayflower Ter site planJ Q W Y a C1l v CV N 0 0 0 0 to LLJ a a Y J Q w ILO CV n N 0 N .a 0 v 0 E o� 0 a_ v a� 0 I 0 I 0 i 0 0 I «0 0 i 3 v L T O 00 0 i Q I 0 CD .o C 0 i i E v z a NOTES: THIS PLAN IS BASED ON NAVD-1988 DATUM. A WATER i\ LOGGER / TIDE GAGE WAS SET UP AT THE SITE AND MLW k WAS RECORDED AS -1.0 OVER A TWO WEEK CYCLE. AS A \ CURRENT OWNER: PETER S. LE RESULT(-3 MLW) BEING DEPICTED ON THIS PLAN AS -4. \ MHW WAS LOGGED AS ELEVATION +1.5. \ TITLE REFERENCE: DEED BOOK 33476, PAGE 111 ` •; THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS \_ \ PLAN REFERENCE: PLAN BOOK 79, PAGE 101 BASED ON A 2020 SEPTIC INSPECTION REPORT ON FILE AT \ , •: THE YARMOUTH BOARD OF HEALTH. \ ASSESSORS MAP: 110 \ = PARCEL: 33 RECORD WATER SERVICE LOCATION AND WATER METER ON BUILDING DO NOT LINE UP. CONTRACTOR TO CONFIRM ZONING DISTRICT: R-40 LOCATION PRIOR TO CONSTRUCTION. c� ' SETBACKS: FRONT 30N *� ` SIDE 20' C� O�\ It N REAR 20' o w1 \ N ; MINIMUM LOT SIZE: 40,000 S.F. y <`. `._\ �� EXISTING UPLAND LOT AREA: 10,076f S.F. 7 \ i IRON \ r EXISTING WETLAND LOT AREA: 5,549t S.F. \ EXISTING SHED TO \ + PIPE ••. BE REBUILD IN THE FOUND EXISTING TOTAL LOT AREA: 15,625t S.F. �0 O SAME SIZE AND EXISTING BUILDING COVERAGE: 1,632t S.F. / 10,076t S.F. (16.2%) \LOCA �y�G i8 N PROPOSED BUILDING COVERAGE: 1,866t S.F. / 10,076t S.F. (18.5% UPLAND) � �n 0 c0'n_ \ ' 1 I \ tt+ NITROGEN SENSITIVE a) ZONE: ZONE II \ns O FEMA FLOOD y 0� I i a , oY + _�'• ZONE DISTRICT: BUILDING WITHIN 'Y' ; \ �n ; j R`b 31.9 ; I� 0 NF n + ; /.� of �,+ OVERLAY DISTRICT: APD / OKH REGINA E. BURKINSHAW, D n DO O y co C a) m z� 0 UTILITY HYDRANT POLE \ o \ \ \ \ \ LOCUS INFORMATION TRUSTEE ` Cu i \ `, #44 MAYFLOWER TERRACE \ � 41 >' �� ASSESSORS MAP 110 Co mIt PARCEL 32It 0 I: \ F +► It i 4 SHED It PROPOSED 12'x 45' FIRSTIt FLOOR DECK WITH 4' BALCONY j r I m i \ It OVERHEAD I Ifi I Z O LOT 64 �tF i a !� WOOD RETAINING WALL I STONE tiNALL AT EDGE=OF o : WATER TG: BE MAINTAINE15.� ; -. i y 110 z #40 c ' �i\. LO65 ' \ EXISTING G 4 BEDROOM i FIRST 0o i �`'" S��P 15,625 S.F\ OTAL i \ DWELLING FLOOR FFF=22.8 ; EVATED o 1 o ECK. rn ;D 69.5' It\\ W' KOUT _ ABUTTERS PIER It �` \ ; U. DER It ,`R \ \ It It \`\ i i 'cfl It 1Q. It i + \ It u GARDEN � K It It It It It It ` It It 01 It 10 >t It (VIP `'9 �O � '• \ � ['� BITUMINOUS! DRIVEWAY ` r r 0 I \ \ ` o a'N/F O \ SHERYL LOCKE #36 MAYFLOWER TERRACE \` ` ASSESSORS MAP 110 PARCEL 34 LAND COURT BOUND `�\� LSO o. FOUND - BACK \\ -� 9s��G�� LOTOD PROPERTY LINE 1.81 \� �'`� . \ F \\ \ \\\ v,9e \ ` F\ ROAD ANGLE �\\ > BOUND \\ FOUND & ` O- HELD 1 DISTURBED AREA TO BE REPLANTED BUFFER DISTURBANCE 0-35': 515 S.F. OF ADDITIONAL DECK AREA MITIGATION REQUIRED: 515 01:1 MITIGATION = 515 S.F. MITIGATION AREA: 600f S.F. PROVIDED SCIENTIFIC NAME COMMON NAME i x -5.8 x -5.4 x -4.5 DINARS POND } x -5.9 a x -6.0 (-5.0 MLW) x -5.7 (-4.7 MLW) x -4.0 , \ x -5.7 x -5.3 ( (-4.3 MLW) x -5.6 x -5.4 x -5.7 x x -5.6 x -5.6 (-4.6 MLW) -5. S Qo o `` 0Jx 1 F 0 x -5.6 S GEN��R PRO 0 �x -5. 1 x-4.2�NS\O ti Q�6� - x PIER, RAMP AND FLOAT INTERIM LI�ENSE #8826 RECORDED T BOOK 13887, PAGE 316. FLOATS, PILINGS AND ANY WOOD ASSOCIATED WITH x -5.8 PIER TO BE REMOVED UPON PERMITTING ANP x -5.8 CONSTRUCTION QF A NEW x -6.0 PIER, RAMP & BL` OA T i x -6.0 x -6.1 H x H SPACING O/C # OF PI ANTS ILEX GLABRA INKBERRY 6' x E 5' OC 8 CLETHRA ALNIFOLIA SWEET PEPPER13USH 6' x � 4' OC (, VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2' x : 3' OC 14 KALMIA ANGUSTIFOLIA SHEEP LAUREL 2' x ? 3' OC 12 GAYLUSSACIA FRONDOSA BLUE HUCKLEBERRY 1.5' x it 3' OC 12 LOCUS GREAT WESTERN RD. � Gip EXIT 8 9 'L oti �yZ LOCUS MAP 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. KIERAN J. HEALY DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND 40 MAYFLOWER TERRACE IN SOUTH YARMOUTH MASSACHUSE17S (BARNSTABLE COUNTY) PROPOSED DECK AUGUST 30, 2021 NO. DATE DESC. 1 10/8/21 ADDITIONAL MITIGATION PREPARED FOR: PETER & KIM LE 212 MARINA DRIVE QUINCY, MA 02169 peterie@comcast.net 01000- j,,3C GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2021 BSC Group, Inc. SCALE: VIP = 10' 0 5 10 20 nmT FILE: ... Projects-YAR\50468-HYDRO-lAwg DWG. NO: 6685-01 SHEET 1 OF 1 JOB. NO: 5-0468.00