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HomeMy WebLinkAbout83-1975 - Layout Plan\ \ 11.50 \\ 1,8 \ x 3 LOCUS INFORMATION X 11.5 \\ n / ! / Ix 12.0 , `gym /'' \\ / / / o° CURRENT OWNER: JESSIE'S LANE LLC \ \\\ \\ TITLE REFERENCE: DEED BOOK 26991, PAGE 110 \ PROPOSED Ix 11.6 PLAN REFERENCE: 149/11 & 176/21 & 220/157 & 647/83 & 649/71 DRIVEWAY X. / ASSESSORS MAP: 51 PARCEL: A PORTION OF 102 x ZONING DISTRICT: RS -40 x 8.7 It\ 1 h/ SETBACKS: FRONT 30 Qx' - 9 e 1 / 11 SIDE 20' PROPOSED �X�f1.5/ \\ \pQ \/ - \ \ 1� 1 REAR 20' \ GARAGE - �- - -�\ \ m� -- _ -\ OVERLAY DISTRICT: NOT AN APD 1 NITROGEN SENSITIVE x9.1 1 / II \ o`� x 1 j6 // A� / i \ \ ZONE: NOT A ZONE II \ FEMA FLOOD -11 ` ) ' ZONE DISTRICT: ZONE B & ZONE A ?OELEV. 11), / / / DATED 6/17/86 PANEL #250015 0004 C 1 �i�� \ �y��I EXISTING LOT SIZE: 57,775± S.F. 11.3 3' \ i /� �O - / /O / / r ��� \\ ��� o I MINIMUM LOT SIZE: 40,000 S.F. X 11.3 EXISTING O / BOATHOUSE / X 11.6 X 11.4 1000, 0 x 10 l 1-01 EXISTING DWELLING / 0 11.4 % 1 // \ y� U F D D& ti \\�\�\ / X 1p/LHEL / X 10.2 �/• \ % y ' ;"/ \\\ / f' / %� /x .s of / f \ 0 X 9.4 r .01 -� \ \ \ ?\: 1/ 200 S.F. MAX OU X 11.5 PROPOSEDp�-P/ x 9 �/ 1 / APPROVED PROPOSED FEBRUARY 2015 POOL DRAIN x 9.1 LOT 2 —8 JESSIES LANE LOT 2 — #8 JESSIES LANE / EXISTING RIVERFRONT DISTURBANCE %��0Ti x 1 �� // / / EXISTING RIVERFRONT DISTURBANCE 200' TOTAL TOTAL IMP. 100' 200' TOTAL TOTAL IMP. x 10. / / / / DWELLING 3,100± S.F. Of S.F. 3,100± S.F. DWELLING 3,100± S.F. 0± S.F. 3,100± S.F. O PROPOSED HOUSE / x DECKS 520± S.F. 0± S.F. 520± S.F. DECKS 520± S.F. O± S.F. 520± S.F. O /\ / / d. SHEDS 0± S.F. O± S.F. 0± S.F. SHEDS O± S.F. O± S.F. 0± S.F. LOCATION / , \ / y i� WALKS / PATIOS 192± S.F. 190± S.F. 382± S.F. WALKS / PATIOS 192± S.F. 190± S.F. 382± S.F. FEBRUARY 2015 , /\\ / /�— I 1�'`0 BITUMINOUS DRIVE O± S.F. 3278± S.F. 3.278± S.F. BITUMINOUS DRIVE 0± S.F. 3.278± S.F. 3.278± S.F. TOTALS 3,812± S.F. 3,468± S.F. 7,280± S.F. 7,280± S.F. TOTALS 3,812± S.F. 3,468± S.F. 7,280± S.F. 7,280± S.F. 11.3 X \ O / / , / LAWNS 4,694± S.F. 10,648± S.F. 15,342± S.F. LAWNS 4,694± S.F. 10,648± S.F. 15,342± S.F. X 11.3 / / / \\ QPM 10.9 / / / PREVIOUSLY APPROVED / / EXISTING MULCH O± S.F. 1501 S.F. 150± S.F. MULCH 0± S.F. 150± S.F. 150± S.F. HOUSE LOCATION OVER / / \\ / / / / \ BOATHOUSE / 22,772± S.F. 22,772± S.F. APPROVED RIVERFRONT DISTURBANCE PROPOSED RIVERFRONT DIST0 RBANCE 200' TOTAL TOTAL IMP. '�o 100' 200' TOTAL TOTAL IMP. �,"+ / / \ /Q� \,/ • / / DWELLING 3,697± S.F. 263± S.F. 3,960± S.F. DWELLING 2,972± S.F. 528± S.F. 3,500± S.F. DECKS (<50') 178± S.F. O± S.F. 178± S.F. PORCH ECKS (<50) 233± S.F. O± S.F. 233± S.F. /\/ / O SHEDS 0± S.F. D± S.F. O± S.F. X 11.4 , BITUMINOUS DRIVE O± S.F. O± S.F. 01 S.F. POOL 312± S.F. 0± S.F. 312± S.F. IMPERVIOUS TOTALS 3,875± S.F. 263± S.F. 4,138± S.F. 4,138± S.F. SHEDS 0± S.F. O± S.F. 0± S.F. BITUMINOUS DRIVE 0± S.F. O± S.F. 0± S.F. \� S(EXCEMPT7 IMPERVIOUS TOTALS 3,517± S.F. 528± S.F. 4,045± S.F. 4,045± S.F. 10.8 t, WALKS 290± S.F. 110± S.F. 400± S.F. DECK (EXCEXCEMPT) 1,400± S.F. 0± S.F. 1,404± S.F. a / / r✓ 1 LAWNS 2,185± S.F. 9,519± S.F. 11,704± S.F. WALKS/PATIOS(EXEMPT) 1,240± S.F. 2101 S.F. 1,300± S.F. 9 / 1.5 �r \\ I // / MULCH 0± S.F. 150± S.F. 150± S.F. DECK 1,250± S.F. O± S.F. 1,250± S.F. PERVIOUS DRIVE O± S.F. 2.368± S.F. 68±S.F. LAWNS 1,859± S.F. 9,498± S.F. 11,3571 S.F. EXISTING / (� I J /' PERVIOUS TOTALS 3,875± S.F. 12,147± S.F. 16,022± S.F. MULCH O± S.F. 150± S.F. 150± S.F. O / /0� �O DWELLING PERVIOUS DRIVE O± S.F. 2.368± S.F. 2.368± S.F. / / // MITIGATION AREA 1,100± S.F. 1,512± S.F. 2.612± S.F. 2,612± S.F. PERVIOUS TOTALS 4,322± S.F. 12,226± S.F. 16,315± S.F. G / / / , f- 512± S.F. 2,412± S.F. MITIGATION AREA 900± S.F. 1, -49/ / / / / / 22,772± S.F. ADJ. LOT MITIGATION 200± S.F. O± S.F. 200± S.F. 2,612± S.F. 22,772± S.F. /J' 11.4 REDUCTION FROM 7,280± S.F OF IMPERVIOUS AREA TO 4,138± S.F. + MITIGATION ��// p� � EXISTING 0-50' (COASTAL BANK) BUILDING /DECK OVER CONCRETE REDUCTION FROM 7,280± S.F OF IMPERVIOUS AREA TO 4,045± S.F. +MITIGATION EXISTING 0-50' (COASTAL BANK) BUILDING / DECK OVER CONCRETE // ��O X 109 0-35' 35-50 TOTAL 0-35' 35-50' TOTAL 1000, FOUND OBUOND & RET\\\ \\\ x�*/ /, / / , S U BS K ETCH DWELLING 18± S.F. 442± S.F. 460± S.F. DECK OVER CONCRETE 4± S.F. 440± S.F. 444± S.F. DWELLING 18± S.F. 442± S.F. 460± S.F. 7 r 904± S.F. DECK OVER CONCRETE 4± S.F. 440± S.F. 904± S.F. X 1� / HELD \\ , / / / / PROPOSED 0-50' BUILDING /DECK OVER GRAVEL PROPOSED 0-50' BUILDING / DECK OVER GRAVEL X 10.2 Q,�\ / X 110 / 0-35' 35-50' TOTAL 0-35' 35-50' TOTAL n DWELLING O± S.F. 0± S.F. O± S.F. / / 0± S.F. 0± S.F. / DECK OVER GRAVEL 0± S.F. 512± S.F. 512± S.F. DWELLING 0± S.F. 148± S.F. 148± S.F. % 512± S.F. DECK OVER GRAVEL 0± S.F. X 10.9 148± S.F. 28 C' yam. 00 I Q� s '�A N o� I N�` LOCUS BASS RIVER LOCUS MAP NOT TO SCALE �HOF� CRAIG A. 0 v FIELD No 38039 uwo CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT #8 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT PLAN JULY 9, 2013 NO. DATE DESC. 1 2-19-15 DATUM CHANGE TO NAD88 REDUCE HSE./ ADD POOL PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002@yahoo.com rmm BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2015 BSC Group, Inc. SCALE: 1" = 20' MEMEMMMEW 0 10 20 40 r� FILE: 4960502-SP.dwg DWG. NO: 6086-06 SHEET 1 OF 1 JOB. NO. 4-9605.02