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HomeMy WebLinkAbout1000-99.-3-13 OFFICE LOCATION: ���� $Uy0MAILING ADDRESS: Town Hall Annex �� lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 • �O LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From- Mark Terry, AICP LWRP Coordinator Date: October 13, 2021 Re: LWRP Coastal Consistency Review for MAZI HOLDINGS, LLC SCTM# 1000-99-3-13 Michael Kimack on behalf of MAZI HOLDINGS, LLC requests a Wetland Permit for the disturbance of an area fifteen (15') seaward of the 100 foot setback line at approximately 210 linear feet (3,150sq.ft.) during the construction phase of a new dwelling, pool, staircase, and terrace landward of the jurisdiction' line; upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (10') foot wide non-turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff. Located: 1900 Bailie Beach Road, Mattituck. SCTM# 1000-99-3-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney ECET 1/ �D 'Town of Southold Elf 7 2028 L LWRP CONSISTENCY ASSESSMENT FORM +own ..,1, .•+y Board A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. `Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of So 'thold 's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning epartment, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#,X - _- _ PROJECT NAME f A&Z /-16401AI&S ZZC, The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval,license, certification: Nature and extent of action: PROJECT DESCRIPTION The disturbance of an area fifteen (15) feet seaward of the 100 foot setback line at approx.. 210 linear feet ( 3150 SF) during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line. Upon construction completion, the disturbed area will be backfilled with 26.4 cu. ft. and reseeded with native grass. A ten (10) foot non turf buffer will be established landward from the top of bluff as depicted on site plan P Location of action: / �?00 &-Z 1C ,Q CA HA=1711CIe Site acreage: ,��� Present land use: VA CSA r1 PREV)QU "L 5- Present zoning classification:_ 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 1:;eA&I 1VO4QWL!S ZL G (b) Mailing address: 1!4 !7 - Z20 5'oQjeJ,7 4 AAA . (c) Telephone number: Area Code( ') ?,17 V 7 Z (d) Application number, if any: l / 1' Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ NoX If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ NoNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR.P Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable CiV.4 5o L o /C.44 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable I/ Cy off-ry.P�AA1n5 AZZA Ap®L . Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III--Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable PO L/C Y 4 A1ZIP .-/moi "14. C4 A -A/PPL Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ®Not Applicable rD Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the 'Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ NoNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIlES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the 'Town of Southold. See LWIdP Section III—Policies; Pages 38 through 46 for evaluation criteria. nn ElYef] No IX Not Applicable 9 A1,1A DJ-7 VPS Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No:W] Not Applicable 1-01-1 Cy /Z Al s VIP D 1rZVRHAAJ Z Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ NoPLO' Not Applicable 12 NIA ro Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 10 Not Applicable �11.4C' PRE'PAflgED BY- - _ �� TITLE 6� �' DATE Z� - ------------------- ------ - ----- ---- ------- 5-0 FT N C E: e 00' >0 -ZA U,T. 0 5QF- 340 50.FT 5CUL j)ELL - ------ -SE :poo Sa!=T 5OULr F r ' Yy •;� ;x ar (1) Magi Holdings LLC Taken :Aug. 20„ 2021 Looking NE er tr A > T x 4 . Ala f-ate, j2 )Magi holdings LLC Taken Aug.20,2021 Looking NNW (3)Magi holdings LLC Taken Aug.20,2021 Looking NNW i.. 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C,. :+v \\ i (`•-'"� .'.y � �� ...1 _ _111__1. .^ 1111 `..,�+ _�, 1_111... •1111 _ _,".1111._ �. \11, // N > // '` II 0 "`' j` I DIVERSION RIDGE _1_11.1 F•-_ _ ^ _ 1111 t. = 3L-C' to •-_ I eE_"R cE2 CE /� . .:5 5 \I . .__ ..111.1._.__. .._ _ _...__.__ 1111. \ I 20 9G F \ .1111. . . , T U �/ ��\/\\yX� \ IL i U '4:d ,,.,, r.,, "�. '-*f q /'\\/ _ = .1111" - -G- - ` 50' MIN. cam.. �-e ' // - _.>. .r`...0 y ofir... f-) '- - \ --. . _.. _. -I ,.- ,I , i _ a , C...,_�_; .-� =+-{ , ,,, t 1 4 !gym + \�_ I , 16� t ti, _ y , I M /\ \ 'i,. // y 8 PAPATE r /, I .,r�i \/ \ �'v k PLAN A i=C GF , ,, \� .\ 'v.: UNC- 1111. _ , t' _ * \ // a j. LAp?LI TIO / \ g3.sf\ � I - -- - _ �\ �%A /\j \/�\ Yy> 0 r �\ \/ / l\. 1 NOTES �' �/ // \ ;?r �Y_..__ \x ''\/\ /\\' /�' x> Q�� �}'�\&'\,\ \�u\%�/' j\ I I �_ \11 \\ 1. THE ENTRANCE SHALL 8E MAINTAINED IN A CONDITION THAT WILL PREVENT I 1\ // PCC a TERRA - / �X X/\' /x ! c _� T"E,> \X�r' \x/ \; ` „ l N 1-`meg'r G'A_\!. �L IL ^a (�� E BOT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.. THIS MAY ! '.j 5,^=r. \/ \ . \ k- C`•' \/ {/� i REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 5:nr,e 5" 11 \ - \ TO TRAP SEDIMENT. rf ° "I", "1`rn ( X / i-;E51CTN'_E x \� i �\ 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO I A� t \ .i CC,_Fc^.E CsA-=- _.r- \y \\y �,/ X `"✓`- _ ,\' Y \ >,-,"--' v '\ 11,,11. // t. .:8"7 - -'A 1- - _ a FR PG' �" \,� , PUBLIC RIGHT-OF-WAY. r- _ /\ \/ it G-3g GALV. F'05T� / h/ I. - i\ @ _�1 ;�, \l �\ ' axj \ \ ' I '• I F'k 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED,.. ,...:�:)) n// s "E, v' ' -I 1_ ,&/ ;/ X �;'arm` g" /� / )` //\j cam\ W }i CRUSHED STONE THAT GRAINS INTO AN APPROVED SEDIMENT TRAP OR �E�AIS I I / \ I (q x 11. \ SEDIMENT BASIN ,'. w • ��i. h�/ \?'�rr� x\ / \, ,� ./ \' N< I' 1 ! �ej P?E.R ^t3 Cy/�. n>//\ I - 1, I ? a„ :y. s'i. \_. / - \ %\ \/ .._1111 _._. r c F .,a^ . ''g �_ L/ - _ 1z _ y' �I !N LINK FENc IV /<' ,,,, 111_1 .` �`.: .F,C - - , ', 1 .t -1111--1111 p W \ r�t, � ♦ n') s - l �. _ .1/ \< -, /\Y 11 i 1/1\'r L ILTE TEMPORARY GRAVEL CONSTRUCTION Q� �.A _ „ - -�e'vEwA` , `T� // a, ggp - _ P ENTRANCE/EXIT DETAIL , (� 'J1!r.-I K .. - // E OSO �J �v i �. lC F7 , , I1., i i. :.,: ' _ // � _ �. . __ 1111,. - - ... SCALE NTS ,�..1111. -_1111. _ \ TG u*�_ K)\ /// - _ �' - _1111-_._ - - �'> t i\ I r ! 5 NCBA�S ^FT 1111 .. ...__...... 0•/ / .,a i ,,,� .\„-,�F s1�,,,..`..,1111 �` bride,: _. �P -•5 7G rl� o,n the I. nse /c ,�/ EXTRA STRENGTH FILTER FABRIC ��, , 4pJ.1 y� '" I � '�/� i�� ' � 'S.t ;,,to alae. \ , .., Z +, ,,.:,. ( i 1 ^ y ; ,te^ : n eal F \\ 0 / \ \ NEEDED WITHOUT R M "" a o an r \• WIRE MESH SUPPORT affix....._.. _... . _. ._.. . ,1111. ,< ,- \ , •� 1 a�rhl', �� r,. l ct c \\ ! \�: `_ �\ " t� r"+-, \ \ � Sha'! . . 1111 < ,� '� \ - \` c a o \\ \ s� r`�' %,<'@;a "`` - I it his ii.em the_ e _ _, followed m� i ^^\ °..\ x t �, G' \ I c STEEL OR by h'S s:gn,at re anus *�C'F b \ _` , .c'U SUCK a'tF'^aC n,and \\ R-^ woQD POST ,' o ` 1�_, "°' "� rrfc de c on of theal e ,\ / x ` \ 11 //' ren+.. p r \\ 30u, -' \ �" \ I' ATTACH FILTER FABRIC ( ^. c l > SECURELY TO UPSTREAM i 1 U E M '1\\ 0 s "� @s :' �j2 JE �\ '�(�e\ j:. i r" r' :I SIDE OF POST r �R � � _ �!:�_i'! // I .`.� '^,"., `C. i( \' ..,\ 1111.. 11 I7 _. \\ \4s '�' i ELL cU� �. - �� ^, )a kw 1111 - p .:s. I h O +.;n:: c - _ CCP.501E O � I I � + ik / / .r.:.�-••::.'11'11.:"� .� ' 1 \h \\ u\''` \ ��:.,�s�`e�'9 \ i j "~ :i 1 I ~/ -moi - i '4 \\ {" \,, / 1<,s •. " ! \\ 10' MAXIMUM SPACING WITH N J ;< =;r„ I t � X , I - __....._ _. .._. .._. - ! % 1�' G�' \ - �T-- G IL- _ - 'M,,. +_ ..,.._. ..N _/_//7\/_//7\//1/7\<\0/\// \//%\//��// WIRE SUPPORT FENC 6 \ �a \ \ 6 MAXIMUM CING WITHOUTOD • E ._1 \\ P\,\I'I T \, � C 2610 6.m / > /' ( / t rl �, !_� �'\\/ \ WIRE SUPPORTFENCEN i \\ Q Eg 11 Y ' ,;z . :,1111- -. _.,11_,11. ......J4 11.11 .v ..-_ . t �.z \ � �. :' ; / L �E'\FCS � EBF GKN,: O^I- ".- .`.la al L' `y`\ P\ �•:' i' ,;�\i" :;^'�q...\C.'f.l R,,..;r�•Via, i rT - ,-o er. � _,�,. `�, .. • L� :: ;,>t:v`i..`, /.' ti / I 'C 1 E �' � G'F X ,J 1 , . }'`� ,\\ 'l:o w, ¢ +. r r / /. c..'T4\rI ,A'c:ir "'�GG i C'�, ✓EN6 T {4 � ' -`I STEEL OR WOOD POST z LO 1. t\\\ D 1�- yup I 0\ '. 10ULGEe W41-L5 / ,' � 1 i \I } 36" HIGH MAX. () h \\ `,' \ , 1 iU 1 ' resr P!r-1 i 11 ! 5C! M TEi ICN _.E F €rw ... � 7 i7 .-- FLOW `\\ ..."S\, _' /, \ i1 , ' r' - - r ' !L` `.•N. T G:.: .W"�."�..� "•.. ,_ ----"�ti '{ O .., `�� , It- / // ." .. _---� - C =NT "`•1111 ,�, / > PONDING HEIGHT PONDING HEIGHT U \\- ,e "•1 001 + / / �+ o' - R �7. 3/4" MIN. DRAIN ROCK `j �J II ' ... ,&'\ ,", i i �-\ I MAX.i' \ w , ,-- _.. ! r \�i+ f! I - - /�f ' ' // // � STORAGE HL . , \\ ��� >.' I 1 \ _... 11 - 11 _ �� / / / \ f2I �``- b...,- i \ ' _1111.-. _ _.._.._.� V h J f. 1 _ / / /\/ i/\/ , 11 \ •\ 50.00 6" d � y \\ 0 <<.r_ .. _.._. -_ yr + / /�, - 11 11.._. 1 "I ............ ............ I ' l l 12 '�\\//i\ '�//�: �Ii�% �j/T�//a�% � 'r/ !'.11 o; \\ c'w" G_p.,GO .GE 0�2.J i_ � / � r • /4' � �' ��.. /\ / / \\ 1/111/ \ \ \\ I'll wr,-_' tiG tG "%\\ 'r /. /� / \.`.&. MIN. ,\\ , `/I 12" MIN. \j )%\X/ o vim: "L. ',pP ,,;� -- \ ,/ r'.„' 'C%r" -',L"' / j / / �i��' %// I �//` � U ",,11 "", \ t. /�ti� m \z j q /' /' / y r /!f' \\, / "x6" TRENCH , j/\\// • O / WITH COMPACTED /\//' �;­1 �\ ." %'", / / i ter. T rl p` ,, ADHERE CAP UNIT WITH CONCRETE �� .< `\ _ _._ W j i rC' /^. BACKFILL �\ }�p.J,; A /' �jT ti / :: ADHESIVE IN ACCORDANCE WITH Q (NJ .. zli % M NGH DETAIL �� / /__. I _11_11_ ' - / '/ > ANUF. SPECIFICATIONS (TYP.) TRE V < < 0 - \ --"- - / REFER TO PLAN FOR T.O.W. AND E PLACED ON / j r ' •' I : . 1\_ - 4G'`` �/ NOSILY FENCE SHALL B SLOPE CONTOURS TO MAXIMIZE r _. - - LEVATIONS (TYP.)` _ ..._ L ._ 1_111_..._ _ B.O.W.. . • _... ., ,1111._ „ �.11.11__ _ _ ..` _1111 - . I REMOVE,,,. _1111. ;•'' _ - - .. .- ._.__ _1_111 .....� ' Ali PONDING EFFICIENCY TYP. -__-- 1111_._._- _ ._. _ _._. WHEN NECESSAR MAXIM 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REM ; `� .-'" -_\ --.-. 1111- ,' I > CONCRETE SRW UNITS SHALL DIMENT Y 9" UM RECOMMENDED STORAGE .- i1 , / HEIGHT. �____ _ _ _ __. _.....__ -- _.__ _ / I BE "STANDARD" UNITS BY =.. 1111 - 1111 1111-- - `� 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL ' , C'`S I,1_-_-` _ ��, / ♦ VERSA-LOK OR APPROVED NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY 4'\' ` - EQUAL STABILIZED. -- . j / (TYP.) ;, 1111 _. 11_11 � - " -5_G pc \ EV7 / � , 4 �rE OGG,V ,4'N'Nr, �/ a �S- _ 1111......._-'_._'. ___ m I „` 1„,111 .._ ._. SILT FENCE DETAIL Pra;rct Tale. - - - L 6m �, F\... i , -1111"--• .. -"��'` -1111- --_---- _ / VARIES yK F: �\ `\'.,'\ ,>��\'\''\. ALL REINFORCED BACKFILL 11, SCALE. NTS -_ ___� "„�� L:. - o; DIe'tiR54NvE`----- ____ ¢ J�\ ,,\: � �\>\�. SHALL BE STRUCTURAL FILL / ♦ L ° - - 1111--1111 / m = �\ `\?" 1900 BAILIE BEACH S 23 I00 11 - - _ - - ----.� a " n IYP.) ��\\ COMPACTED 95% OF MAXIMUM Clears ace fora royal Stam (s) GRANULAR LEVELING o 'w ,`•' _ \ STANDARD PROCTOR DENSITY t l I&3.�J 1 / PAD 6" THICK (MIN.) _ Y'' ����\�,, MID.) .14 Ir iPROYED LOT 1110 :� RETAINED BACKFILL (TYP.) 1,500 BAILIE BE,4CH RDI )` / STRUCTURAL - - STRUCTURAL FILL '- `'' '' ' / rri''.:I Ora w:r:g 7,i!, 11 EL. VARIES I11;,,.\\ \ 1111 GEO-GRID SHALL BE MIRAGRID i7 7¢ ( €[ ' 11 I-;a \\ I. " I'�\�,` ' 5XT REINFORCEMENT X100% r f�, ' , t�>1._I S (� ,4N \ °�` GEO FABRIC (TYP.) I ::: \ \\• .._ < , 1�\.`` COVERAGE, OR APPROVED L _.) T SCALE : I" = 20'-a" / :-: ..', .. .- 4611 EQUAL (TYP.) r:. " UNDISTURBED SOIL OR �.. I,:',;.�.>- 4 DIA. (MIN.) DRAIN PIPE / SUITABLE BACKFILL " W/FILTER FABRIC. PROVIDE COMPACTED TO 95°!0 OF x m z THRU-WALL WEEPS 020'-0"O.C. r',,,,,c�. 5,_IIF MAX. STANDARD PROCTOR r w AND OUTLETS AT ENDS OF WALL lS 1� Q 1000. of)_0:�i-13 As Noted - / DENSITY (TYP.) D E lUJ E 0 iJ (S / DRAINAGE AGGREGATE 12" THICK (MIN.) July- 23, 2021. 3 of 21 . , D.it,; I 73hect k. 1 / AUG 26271 Shen' SEGMENTAL BLOCK RETAINING WALL DETAIL �-1 . . r- .t Southold`ibkN,n s. -1111 i_ ° ` ' SCALE: NTS Board of Trustees / _.. .. - t _ _ 2 3 3.3 w r ..�" .,, ,. ....+-r" .• .. r- y (V /} p� �+ I I V 8'DIA, = 42.24 CF/1'SECTION Y-.25' .. .. �-- ..... - . • V GRAVEL:0.8 __7- N ���03t��" _ _ DRAINAGE ROOF DRIVEWAY GRAVEL DR. TERRACES 5PORT5 DRAINAGE DRYWELL RIM ELEV. T.O. ING INVERT 5.0 RING EFFECTIVE DRAINAGE GROUND DIST TO - "Y i 5Y5tEM AREA ls.f.) AREA(s.f.) AREA(s.f,) AREA(s.f.) COURT(s.F,) REQ'D (c.F.) NUMBERDEPTH(ft.) PROVIDED WATER EL. G,W, C) 1 _ ID 268ID ID © ID 61©.ID A-1 IID.00 9.00 S.IDID 4.IDID 4 Ib9' c.f. 1.,'"� 3'.O � -.•.. _,", r._._ _.__. _,_ A-2 10.ID0 9.00 800 4.00 4 1%8 c',F, L0 3.0 ,_ __ .-" __ ___ - A-3 16,00 14.00 8.00 4.00 4 I;oB c.F. 1.✓i '..0 � �_ _,._ . A-4 14,0ID 12.00 8.00 4-00 1 11 ��0 0 ♦ �, _."... _._.. __ SG�""Jl'AL 672 c.f. 00 ' B 1610 500 1,80011,440 340 0 9-12.5 B-1 11.00 16,00 15.30 1.30 8 33-1 r_r, LES 6,3 c' '�, ♦ • �' " ^" Q�Q� i B-2 17,00 16,00 15.15 1.15 8 33-1 c.F, I 6,I_ r -11 ��rr�� �rn> B-3 11,00 16,00 15.00 1.00 8 331 '':,F. 1,0 6,0 �� y y _„.. "�k U: ; , L 1011 c.f, c t�0 ♦ � m ncD. .-���DI u C 1850 0 0 2530 0 1095.0 G-1 22.00 2L00 20.30 1230 8 1 cf. i!i 3 b'f' _"- J��D 3 ♦ /• - �QQ�Q �\ � � -,, C-2 22.00 21.00 20.15 12,15 8 331 C-S, ..r7 ;'1 5 - -,= c ♦ ��,,,. ♦ _, - �0 0��0 a�QQ _ -- _i - c-3 22.IDID 21.ID0 2ID-Om S.IDm 12 aur . . I. �' 0., I' CD(mD��Q�a�Qa - 0 I wUw lOT L 1180 c.f. o _ ♦ . QGX �� _ D 0 0 0 0 5000 1250.0 D-1 11.50 16.5ID 16.00 4.00 12 5C6 c.F. !.0 3,0 ; Z� AUG 26 2021 0 12 Southold Town loF7 mord of Trustco Z ;F, '0L ,-rj y,1 �ITTIJ I > F TI'! lil 1ljl Yt Y f -- ADULT _ a REC,RQQM 100'-0" TOF OF SLUT SETBACK -0 0 NO TU;;Z-- SUFFER (L)z 0 �- E!�UZ4.00'- LL -3E GREAT ROOM 0 F 165 1�,'-O` MAX. 61 O IRST FLOOR -A L.j - -r 1- - 5 EL = 29,00' F =L.GRA25,00' -T. x V) Z INFILL al Sl Q) > 52 L.F. -113.4 CUPT. Z1./_/o 26.4 C.Y. Q) 0 .,--j 0 INFILL BEYOND 100' SETBACK 8,5 50 FT. x 02 L.F. m 4,1e1 CUFT, V) Q) LO 0 CELL EE 18.00' > eECTION 4 - ,4 F',41RTIAL SITE/ TOP OF BLUFF SCALE 3,, 1,_0 ,, BULKHEAD C3 V It ie a violation of the law for any person,unle55 wttnq under thedirection of the heersed architect,to all an any way.If an te,„,"tseal "hitect,altered,the altering—lut-t I ,a ”". to hist—l and the notation altered bytellowed ,,y his signature and the date of such altator,and \L pec,fied—ript,on of the alteration < d Z -j d) 0 q r) Ly zUd 0 D N < E Pr sect TRk 900 BAILIE BEACH Drawing Tiuc TOP OF BLUFF SITE, SECTION P Deck a. Scale: 1000-99-03-13 Au,Noted 51-t August 13, 2021 x of x 5— A-300. 00