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HomeMy WebLinkAboutEngineered Plan - Existing & Proposed Conditions - Rev. 2014 - Relocate Retaining WallLOCUS INFORMATION 28 _7 HIGHLAND STREET a 9 00 -., CURRENT OWNER: ANNICK COOPER OVERLAY DISTRICT: NONE EXISTING PROPOSED � a x NITROGEN SENSITIVE BOATHOUSE STUDIO F� " N m TITLE REFERENCE: 3354-162 ZONE: NOT A ZONE ii BOATHOUSE STU D LO BOATHOUSE/STUDIO o I - C: PLAN REFERENCE: 16/109 & 26/103 & 619/50 FEMA FLOOD /LOFT 13.7' X 2 O.3' /LOFT 1 6' X 2 4'' �;h, _ ZONE DISTRICT: "C, B. A-9", 38�I- S.F. s z ASSESSORS MAP:. 20 DATED 7/2/1992, �3 DECK o PARCEL: 45 PANEL #250015 0005 D 320± S. F 70- ZONING ZONING DISTRICT: R-25 MINIMUM LOT SIZE: 25,000 S.F. � E SETBACKS: FRONT 30' O.7 � ' �, LOCUS ARK AVE SIDE 15' EXISTING LOT SIZE: 4,029± S.F. TOTAL �� REAR 20' 3.0 LEWIS BAY EXISTING LOT COVERAGE: 320± S.F. (7.9�) r0 ' PROPOSED LOT COVERAGE: 384± S.F. (9.5%) J 17 WINDMILL LANE 2`� Q We CURRENT OWNER: DAVID FYFE PLAN REFERENCE: 0.3 26/103 0 �o'1 V TITLE REFERENCE: 22497-261 ASSESSORS MAP: 20 Q' 2.O' PARCEL: 50 AD kj• V. CRAIG AL. ry (��`• / V/ CR 3 FIELD N No.38039 NOTES 13 M ., 1) THE MAJORITY OF THE NEW STRUCTURE FALLS WITHIN FLOOD ZONE A9-ECFV 10.0 , ' 2) SEPTIC SYSTEM APPROVED BY THE YARMOUTH BOARD OF HEALTH I 6; O , AT THE DECEMBER BOARD OF HEALTH MEETING IN 2012. WETLAND DELINEATION PERFORMED BY: MATTHEW CREIGHTON, PWS. EXISING CONDI-noluRMI]ONS PLAN OF. L T0 ACCOMPANY ti°wry �1330, A SPECIAL PERMIT . � ANTHONY N F G FACCHINI 1666 6AYVIEW STREET S50'S3'S1 "WREQUEST ASSESSORS MAP 20 6.46' PARCEL 161 N/F EXISTING PROPOSED SILT 11 REALTY IGHLA TRU T� BOATHOUSE/STUDIO/LOFT FENCE ALONG 11 HIGHLAND STREET. 13.7'X20.3' / BASE OF WALL ASSESSORS MAP 20 3' DECK 3201 S.F. WF-B3 #7h HIGHLAND STREET WF-B1 WF-B2 P OPOSED WALL MIN 18' �,13.5 tiEeM_e>tioPERTY LINE WEST YARMOUTH ori TOP L 6 a BOTTOM. 1.0 !� �' IFAS SAC H U S ETTS �/� � Sir 33' � ,.�._O' •5°� �' $ 9 _...; �,, � o� � G o Ne5z5- __. / 1° ��� ti°��� s _ (BARNSTABLE COUNTY) ATF+ N 5 n�@s.i4 / �2° �° / _ / qR PROPOSED �� ����� ` � �� GAS GATE UTI 3 r� O S sL�aiEcs, F� "FROP � EXISTING �� PR O'SED : .. s TOP WALL 13.5 / 29 OATFfiGP-49Z x 3 -` ,.. ggPP I)ib 1�bi" �,,. RETAINING WALL �i BOTTOM FTG 4.0 4s ti50 / p `L16'X2` `- ti TOP=13.5 h � PROPOSED Q :. / / X 17.3 / �£TELiVY,fi4. r' EXISTING I y 1 .1 '• ' h�x�", t.r / . POLE #11 j ,`O .' CONDITIONS CBDH13 3 X _xf�ku; TO REMOVED. EXISTING DWELLING / MINIMUM 4 WIDE STRIP FOUND-% / F.FLOOR 18.7 Q- OF CRUSHED STONE /0J ALONG TOP OF RETAINING MAY 2, 2013 � a � � j � j o WALL p z �y 1 { PROPOSED 0 W ` 1 PUMP CHAMBER / H BASIN \ oN -� j N F 1 R= 13.00 / T.W.=14.0 DIANE &WILLIAM DELANEY 1=10.5 BTM FTG=9.5 j 15 WINDMILL LANE .:. ti _ REVISIONS ASSESSORS MAP 20 1 / \ :::;.; O `t' �• �' 14 SW LOT DEFINITION BY / EETSER ENGINEERING �/ PARCEL 51 � 1'S oN�� � -� \ •,�,. •: ;w: • 0 .t � PLAN 619/50 f ,r 1. 4-4-14 RELOCATE RETAINING WALL oviv1 \ 2 -• I o` DEMOLISH EXIS NG / Q _Q$LVEWAY FROM THIS _ 0 POINT-717`-EXISTING WATER MAIN Tj N/FMEER , MR ) BEQ6 �C / ABANDONED .11. HIGHLAND STREET / REALTY TRUST cBDH PREPARED FOR: 11HIGHLANDSTREET / / ' FOUND .14 ` `� / PARCEL MAP 20 Mrs. ANNICK COOPER HEALTH 1� f �' j ! 16 HIGHLAND STREET - D -4��. �S�y 80 i BENCHMARK. TOP j= WEST YARMOUTH, MA 02673 -Rk0POSED G OF STONE BOUND /��' / / 50$-771-5755 SEPTIC TARK ELEVATION F 17.42 N.G.V.D. Q / BIT. DRIVEWAY / N/ j Q X17 ,►•'"- i \ 4.` APRON �` �!� G FLAG EXISTING DWELLING i N/F FlLTRA N SYSTEM `� / TIR1 PROPOSED "�OBSC QQ�� (( / DIST. DAVID FYFE CdN ISTINGAJI F _(6f �'17 WINDMILL LANE PROF�tE� (4' 4G' ~`BOX .�,,> V / CLAMSHELL. / :'::'.' ! / ASSESSORS MAP 20 DRIVEWAY INSIDE 2;X8' 44'. 0 ED ,, . , ` / j PARCEL 50 ` BTM�� 5, c �`�•, . ^ j X75 PROPOSED 0 s 349 Main Street, Rt. 28 Unit D `�. 2 WATER MAIN TO BE SLEEVED • �� W. Yarmouth Massachusetts / � \�, �'- .� • / 02673 + / / IN 40 PVC PIPE- - , 5643)'0* G X 17.4 I 508 778 8919 02, c \ o •• / © 2013 The .BSC Group. Inc. �� as 80'cov /s N/F ` APPROXIMATE / 1 / PROPOSED LEACHING AREA c ry Q / ANNICK S. OOPER SCALE: 1" = 10' r / LOCATION OF EXISTING / 2 •/ w 12 HIGHLAN STREET 0 1.25 2.5 5 M / � / 23.0' X . 0 LEACHING FIELD 6.83' J ASSESSORS . 20 PARCEL . 2 0 5 10 20r CBDHN F J� PROJ. MGR.: C. FIELD KATHLEEN & MATTHEW CRONIN EXISTING GAS MAIN TO FOUND Q •' !/ +'\� FIELD: P. HAGIST / 1 HIGHLAND STREET BE DISCONNECTED / Ass ES44 MAP 20 i / CALC./DESIGN: K. HEALY / 1 DRAWN: K. HEALY HELEN SHAH REVOCABLE CHECK: '►'c / ! / LIVING TRUST C. FIELD 2 HIGHLAND STREET AssEssoRs MAP 20 FILE: 9456-STUDIO.DWG L IN,/ !/ / PARCEL 43 DWG. N0. 5965.06 SHEET 1 OF 1 JOB. NO: 4-9456.01