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HomeMy WebLinkAbout21-52_1\ \ LEGEND \ ` 50. 9 X SPOT ELEVATION \ a, \' C.B. ® : 'CATCH BASIN \ DMH 0 DRAINAGE MANHOLE \ \ SMH; © SEWER MANHOLE TMH � - \ TELEPHONE MANHOLE LP \ LIGHT :POLE UPL*' UTILITY .POLE /LIGHT N, All` \ UPLT FUTILITY POLE LIGHT &:.TRANSFORMER UPT- %UTILITY POLE/ TRANSFORMER \ \ \ Up , zi 11 `UTILITY POLE 1o• - o _OHW OVERHEAD ELECTRIC LINE e U o EHH ELECTRIC HAN DHOLE \< 70 s• s BY . V ®GMET GAS METER - G W \ _. GAS LINE \ a cv' 'GAS GATE sa 5.87 \ x \ D: WG WATER o ER GATE Ev 0 o W- WATER ;LINE a \ TEST PIT \ \ y 41, e 1.6 > sa � 2 - \ _ J EXISTING c, z J �, \\ SEPTIC v'o wF#a .OO o o , Foundat, an Approved OPEN AT 6.2 \ \xx _ gel .9 O \ � STREET LEVEL 5.8 \. !0. 0 AP #123B F \ Qc �y TO FER a o o. FOUNDATION 9 q�N \ e- B.V\ i Z b NEW' \? \ #17 W. F O, p PILGRIM ROAD \ \ TOP PILING 15.8 Os, \ q 8.7 \� O 4' _ HIGH \ FAST ';` bb : \ RETAINING WALLS BETWEEN, PILINGS I/A yC 5.8 ' r� 6.0 X ® OPEN ABOVE.. ...SYSTEM 5:1 ® a PATIO \ 3, M 5 \ _ \ > BU ry � ER a To S _ V W. Y 0 A p\Np\NO \ LAWN BENCHMARKA \ 5.8 °O TOP OF CONCRETE G % Q \ OPEN AT \ Ci BOUND. N.A. 29 88 02 \LO/ �J9 STREET LEVEL AZ n 00 5.8 ` \ p ELEVATION 5.29: 0 0 \ C-4 WF#3 5,407± S. X .9 AO 3' \ � X 3.3 Co / T AO OPEN AT s : L� O / T \ STREET LEVEL , AVERAGE GRADE AT ro '. V<v X 8.2 - 8 BOTH STREETS.' ./ c _ #123A • yi I ELEVATION 5.9..- o X 4.4 \ NEW PILING FOUNDATION o ` DECK ) ' <v : TOP PILING 13.8 V)BOG SST \ 709 X 5.8 WF#102 7S. \ 4' HIGH v / ?o2@F RETAINING WALLS 8.4 4 BETWEEN PILINGS �, 5.8, w OPEN ABOVE ED I O J ya j GE OF B•f 8.i a F V.W. WF#101 _ G� / T j� 5. LOT38 O� L DECK f / $ \ \00 a� LOCUS INFORMATION �./ � 'l EXISTING n t Q, sti LEACHING TRENCHES \ o, „ / � s 2 X 46 90 ¢g. 43 CURRENT OWNER. CHRISTOPHER &MARIA DOUGLASS: � 1 WF#2 / 39. � / MIKE MASCIARI (9 , O 5.6' \ \ 'N h \ Q) TITLE REFERENCE. DEED BOOK 31187 PAGE 70 65-\ \A`_ J N / OE .w \ �( 5.5 Q t PLAN REFERENCE. PLAN BOOK 36, PAGE 63 OF 1928 `o LAN \ q 00 PLAN BOOK 282, PAGE 26. 6.4 x PLAN BOOK 282 PAGE 49. PLAN BOOK 304,; PAGE 51. wF#100. X / f 7.5 �o ASSESSORS MAP. - 21 / PARCEL: 52 WF#1 I / N ZONING DISTRICT. R-25 SETBACKS: FRONT 30 SIDE : 15' #127 REAR 20, / �. / o �: � 0 STANDISH WAY FLOOD LINE AS INDICATED � ON FEMA MAPS MINIMUM LOT SIZE: 25,000 S.F. % EXISTING UPLAND LOT AREA: 5,407±S.F. M � _NITROGEN SENSITIVE ZONE: NOT A ZONE II / �O 6. / //5.3 V) FEMA FLOOD �2 co ZONE DISTRICT-. VE / AE JF / / t OVERLAY DISTRICT. NONE i BUILDING COVERAGE: \ / 123A DWELLING DECK' LANDINGS: 1,241± S.F. ..? - /- o/ 1238 DWELLING /DECK /`LANDINGS: 637± S.F. 00 00 SUBTOTAL: 1,878± B.F. (34.7%) o \ / 123A STAIRS: 54± S.F. \ THIS PROPERTY IS SUBJECT TO A YARMOUTH ZONING N BOARD. OF 1238 STAIRS: 31 t S.F. \\ � / APPEALS APPROVAL DATED MARCH 14, 2019 AND RECORDED 9N \ / THE BARNSTABLE REGISTRY OF DEEDS iN BOOK 31955, PAGE 86. TOTAL 1,963± S.F.36.3% ( ) THE ZBA IN THEIR APPROVAL ACCEPTED .THE PLAN AS PROPOSED o - BUT PUT IN,A REQUIREMENT THAT THE CONCRETE FORMS BE i WRAPPED SO THAT THE CONCRETE WOULD NOT BE VISIBLE. AS A RESULT THE OVERALL BUILDING COVERAGE INCREASED FROM THE , ALLOWED 1,909± S.F.(35.3%)`TO 1,963± S.F. 36.3% . THIS ITEM WAS DISCUSSED ( ) WITH THE ZONING OFFICER ON MARCH 26, / 2001 AND AGREED UPON. / PRIOR TO CONSTRUCTION THE 'BUILDING COVERAGE 2,352± S.F. (43.5%). HAD BEEN z 28 ina PILGRIM z ROAD it LOCUS m' 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. Uf M46, cy _ 9 e �N -- " HEALY N v : N0. 48135 k A O o�`csS gfGIBTERE�v?��� OryAt 5 TJy KIERAN HEA LY DATE PROFESSIONAL LAND SURVEYOR SITE PLAN OF LAND 123A/ 123B STANDISH WAY IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE AS -BUILT MARCH 26, 2021 NO. DATE DESC. PREPARED FOR: CHRIS DOUGLASS 1819 TRAPELO ROAD WALTHAM, MA 02451 CHRISDOUGLAS15@GMAIL.COM ;I BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2021 BSC Group, Inc. SCALE: 1" = 10' 0 5" 10 20 FEu FILE: ... Projects-YAR\5008800-SITE-ASB.dwg DWG NO: 6541-05 SHEET 1 OF 1 JOB. NO: 5-0188.00