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HomeMy WebLinkAboutSite Plans Rec'd 1.7.26 PROJECT LOCATION 9650 OLD SOUND AVENUE , MATTITUCK; NY 11952 OCTOBER 2025 LOCATION MAP 1, = 1000, PROJECT DATA APPLICANT/OWNEIR... NORTH FORK PROJECT 2 (008.001) r PROJECT 3 (024.004) • - fi, b - • �" — -TM - 'n �� SHEET LIST TABLE NORTH FORK APPLICANT INFORMATION . V,�COTTAGE waY �; ; - x . ',t. NO BOX K,• � � ' -. ,. • EW YORK, NY 10012 4 e. P . „ , , .M . . �, SHEET508 636 7010 y R ` '' r��' -^ 5 . 1 TAX MAP NUMBER... DIST. 1000 SECT. 122.00 BLOCK02.00 ,: , .r,, ' $ = TITLE �.. r 4 A` .a"`r a. T ,: �+;� • .' v .j.. LOT P 0 008.001&024.004 APPLICANT NAM'IE:......FINNEGAN LAW, P.C. — MARTIN D. FINNEGAN ;. a ;.�� . ' �.` .s � 4-' -. . , �. ., 'Jj ¢ `` . NUM B E R 4 SITE AREA........~ w _ *�r.aa� : ;,�, .� ' , 4• ' ,. �'' -.: � -:� �,•, " -„�.�.-.- T1 TITLE PAGE 548,558.44(12.59 ACRES) .E •T:v�.. 'a,; �`,,va• "w,4,c" ,.}�y5iv �,g„".}'"y„ \�. _,e, ,_ ' � { ^*'. i� ,. •,�}"a-.. •v,'a, \, �h,r .�- ra ' ¢ ,r ESQ. BOX 1452 - " ', k� ti+" ti$ « ' �. yV � F • . s 3 :^. a Y a*. Yti8f ,i i y `\p f°.'` t, 4. ;a:.t.',je ' ,•i 1•"mnvr t/I +`F .v ,pr t ro y .� :• �, - `s"C`�`�+° s'" °' "vP ;•1. ZONING..................... 1 .a R-40 (0.74 AC) / R-80 (11.85 AC) , w." . •: � � :� ' ;`, ,1.'u, C 1 EROSION CONTROL PLAN N ADDRESS:..........,........ 13250 MAIN ROAD > �` ' � ,: . ' • A� ,. .�. - ,F '\t.: s. �sa,,,. L !', � �•,vp µ,, "# , '•' .... Y/ HOUSE �' USE....................... WINER FARM a w 1" . µ•,,, w x ° T' C2 OVERALL SITE PLAN ■W- `, .°3 I +�1, h tl � � `. yiy. +hv'i � p t . i�, 71`, 'i' =^-tX,• CITY:............................ MATTITUCK , 'gin ":n =' - TW�..�:� M a�■n :.. 5_. _ � �.�.Si .wr_. + ^•,.� #; a• '1 �. '' f { �' .. � � � ...�, ��'^�,.�.,�..., ���,.•. �, �;..� ' �'�. '.a« � SITE CIVIL ENGINEER: _ _, E'=a' C3 ENLARGED SITE PLAN NEW YORK .,� •: .t > �� ¢� t, STATE:......................... +� 4 g~ r =• C4 GRADING & DRAINAGE PLAN , ZIP CODE:.................... 11952 C5 FIRE APPARATUS PLAN !m C6 SITE DETAILS L. K. McLEAN ASSOCIATES, D.P.C. SITE INFORMATION : / M b ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 • : . . :� S1 PROPOSED SANITARY PLAN ,' '4 S2 SANITARY DETAILS IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY TOWNSHIP.........,.. SOUTHOLD ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ S3 SANITARY DETAILS 11 ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFDC TO __... , . ... _ -. _ .,' •- ,`� `" *' �`+'�' �x HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HAMLET..............,.. MATTITUCK HIS/HER SIGNATURE ,AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC ,. . « FUJI CLEAN TRAFFIC .," S 4 DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A .ry J,� `. ` BEARING SLAB DETAILS RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. FIRE DISTRICT...... MATTITUCK FD .. : , , -,: i g,�,�h , � 'i _;. '� t n'.,� McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE �ra W 2 R P Z DETAILS SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC - . .d_ r �� _'r._...�_,_ _ rr■�w._ >rw w._ r._.rr-r{!k'. .� ',fig,,-, F',!,R, 4':: ak,\:t 'ti,.�,'_`, ., '4•�Y,- s •`•�'� ` /p,' ..."�`S.' „a• ��'*,. S.C.T.M. NO............ DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/ 008.001&024.004 gpSk ("F , i.[ wg ?: 3 ri.F b +' r. p 'j j' x�� ,'•3 is xr•' - -,: SCHEMATIC FLOOR PLANS © L.K. McLEAN ASSOCIATES, D.P.C. .rfi- '. •�. �` :'"�°�,-i•._,". .,3>'t:. .:3:. - > '.�;� .+."` v .,c` ' ..�. t a. a♦ `'"�. ; `T -!.. ,'s,. !"a „�'S.`. `;S F +;' Lt-�1'2 y�.'k•V ., .*. -4. - x ,p' 4 "sue 'e :, ,�''+, ':?4•' .. t '�'� --x,."IM �v. 'll+w +, ,.<. 0 AREA OF SITE....... 548 558.44 S.F. 12.5 :�: a }-n . , a ;: , k ? .� #` ) `; ;=`w , '. � � , � sh'�3 .� ;h. .d� . ya' �. y _� a ,. � .,> ,. ,': .a , AND BUILDING ELEVATIONS PROJECT: "11'uw ''"�;:- "R+�`"'6oL.�` ^",�\ ,.+,' ', Fe �."h 'x 'R, ",3�°sat`%, P , q�q• �''+f \ '., t€MR,K - :'`4 i , ,.fz,.k.nn. '+�• ,, ,z", •• * 5,,,••�" ..:�o. say. < »s' s k,` °4ri. �,. r `,., ,..Y.•"<+,.Y g+n,•" o `e. ,..i .v .,�. v - •e '�, w. ',�;:�•.'•`�*� '` 4" ,.'� ;. a "4 R;' 'j� .'1' ',,, � r' -'i "+r� >;*:.� p 3a ~� � +a ,�, ;ti> � ems`• . NT SE...... WINERY - ' ; . •�.:� : ,. �y� `: y` "`Y �` R .' «,•, � �. .. , . - , . ~ ,' PRO]ECT SCHEMATIC FLOOR PLANS w � n, . TOWN 0 F S 0 U T H 0 L D A002ATIONLit : ,`. AND BUILDING ELEVATIONS 2' •;`yy .2 _b. ,�Y \ yA vV " `., ` .' ,z,^•,.,y_�•y k.,�\ ,� ay* >¢ 7 ^'+ K. .C<' 7 4+. "'t. ,• "y 'y '' .Y';,� C .1.�'�,`� •`"�' V1;."`�`r .*. ,,v,� �.,;�a�v.�� k�, :�:�: 4,� :�����>.-•��,���y , �`��", ,�+�� �.� '�.1$� :-'1 ;.��.� �` � Syr' �^ �� �h � �� ,,�,� -����.,:� `��.� � 4. .�;.�• ;� , SU FFOLK COUNTY, NY MMM�X .,t ,'t. ?S .,'`z, 4 .\ -y +,�L..i!•..a ,:C- +, -,a;'•?�s:k,: �'k r•,, \-. -f�. ��,.•„ ,e i g, .i*+r "' -+F' '$ •• 1.'l ;N, »yfi' • .`5, ti<`nr��..✓,�"�vd'm` ,�s� a :6,, �' ✓•.•;;"�':t�•,+1,�!1,"�e '""4" �.A.,,m�,•�.,� .#r °'�';,} �`n �d. „L;��• •.,�s?`\.�..��° 'ab,`''.:«` '',''�� ��, `i '`4 't, .t ���'1�• „''y'V�_, �u '" ,� :.4, ^i.N "y v,.,' �',�l> „+� , S ,. Ca^..,v'�m .9:`,..`" �!� "'""i:a .�,.'�. °°4" 1'�'",` \ *sd,. :'k`" ,.��� ''ai;y {.•,�. '�`.\ y,.wy�.� � '.�•,t t+,,'� ^�',A e�:�•``���q. . wy -a �a" .d,�C+,3,r�, ;�'' •�,,�c:. '�,„���;',,a�,�-�,' `��.,yp<i,.�u,• � �"�r',+'�`� `"*�b �' "�t''�• �r`'r•�`�°•+a_'y� •?:�"'� , ``�,ate'` ^>'`��" ,,{�r=`�'ti a?.,.:�. r °'�+ ,�",'.`;:e ��,. ,�, w. e..^ a @^5 �;' :G;". �� °` ak ffa: r.•., 5•ZYM+ • a'�m`nzf'� ry ,r :• ,�=i�` a .ha `lk ' ` SS y r, •yM #g•.. ++ 4s } `Y'X (pp ,.a. e - f 'yp`Y i" f,• �'"�• y, .,,�.�� .,1 .�aC_�� 'y �;°a,� '�� �; ��, x E"*:N"��.?. < a .'w,.?`�,,,�t r!•;T""• �¢�"j.3s 'v„r_' <n s+" `�' �, w•y Y i :`s,E'�F .,a�\ ..y. `ps;:.y d ,�v �`� .w ]! a.�9 ,�8 : �my:�:. a uw : kK _:�". �, " . 1.: � . . _�a �. �. �,_ •;, ..x:��_� ::. b,; :��e. � �,��.. �� ti�� � _s�,: ._: , . , OLD SOUND VINEYARD 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 ISSUES/REVISIONS Description No. Date AS PER NOD FROM TOWN 1 10-28-24 AS PER COMMENTS FROM TOWN 2 10-3-25 AERIAL A� AS PER COMMENTS FROM TOWN 3 10-17-25 AS PER COMMENTS FROM FIRE MARSHAL 4 12-17-25 SCALE: 1 " = 150' AS PER COMMENTS FROM TOWN 5 1-6-25 NEARMAP 3 HIGH RESOLUTION AERIAL IMAGERY MARCH 2O24 v, v +� o -, D F— rn rn c 1 y v v PLANNING BOARD 41 U v C O U 3 >_ DRAWING TITLE: �U E TITLE PAGE v N C o--a SEAL & S TORE: Design By: MF V) � Drawn By: MF o �OF NE{y o 'o ApprovedP� � OF,1-Dy�,p� Sale: By: AS NOTEDo �Q y�, Date: OCTOBER 28, 2024 N C) _ File No: 24082.000 0 s 0 D V YA D N oN Sheet No. o 0 F�� 073071 \ NOT FOR CONSTRUCTION �)rESSIONP T1 a FULL SIZED PLOT SIZE: 22 x 34• i _ ., ,. - / 1� I ,.,. / ��. I 1� . 11 I / I . , *I , ,I .. . " \ \ . I \� \ I _\ \ \ \ \ \ \ \ \ �_ I / / \\\\\\\\� \\\\\\\\�\\ -1p�/ / /� _� _____ � .PROJECT I ­� ,�, r - / � I / \ _� - \ \� \ \ \ � \ __1 / r/�j \ LOCATION / / _ - - 1 \ \ \ ( /// \\ \ \\\\ /�/� - � I I /33' �� alp �` � � � /'�� \��\\\�\\\\ \ � \ \ \ • ti,Cea� l ri >,brm sov m.rrva� `i y N v 1 I N 1 \ \ x I // / \\\\\\\ �// r/i/ \ - I / 6�4�/ / $ � -�-- / ol18,70Ce:M = / 350.00 1 c ;CS a I '•,�1 " l / //_ \\ \`'� /// / \\ \ - �y 2 d / 1 S20°07'40"E - �� O �ti to \ � o \ N a I `� o'er �Y`� ! ,� x o o J I / \\ W\\\\\\ \\\ \ \ . . . / /,_e"r b anrcwnr nro%e TAX LO 9 tx��clt o oti �i '� >C \ m1 �s�TN � ,1 � 8�� S Ill ,� / / l/ /�j \\\ // � � \ \ .� - . /("' o v OAV YAK }1b R °D SH[J e a c r _�. _ _..,. Ci w�i�Asow k g l�., \ C O w �. �,__ r.uKK.. 1 r Plio CDorAce r F Leo av a►Ar a i o 'y A R '�N rc \ IS �\ \\ \ �• / \ \ a a ) , p .,�/� hogszo•o7'�o•L� 1 5.70' E-a \ ' ��! � I 2 �- y I ( / p \ `\ / 0.7+ 4) J /w i N/1 CArS1'IL BOLWc M/P JUIlI1Tl lICANNIr I7[I'C1C M/186P y I '_YNY y Lo V Y A: � ,two �F / // /` W. \ \\\\\ \\ \ / / \ ' 1 \ \ • / 1 ^7� KJ ! 1 y� mlc4 M msP ' �m c X m 1/Pr \ '\Ti ru.. 4 w a� a o�o crorr�cr .r /\ - p P D EXISTING TAX L0 8.1 TAX LOT 23. ee°rzvorAcs��r orAm>flce M-r�� �ss i ce".1 lbw �$ / _ :la e1 6/r enar scamnr 1 /l / / \\\ \\ \ \ \ / // �- \ \ \ \ : -�- TAX LOT 23.20 k 0;_ r. j o' '� t1 0� t \ f j N _ /PROPOSE TAX LOT 8. l M h szal �Ax LOT 3.z2� �TA LOT 23.2f l �9102- - �D . v'a°� / /////// 11\\1 \\\\\ \ \\\ / // \ \ \ \ '/ 6t LA / .L ;ry ,. \ y I ' 30.81, / \ sno a s�oL ;4-1 � V / I \ 1 \1 \ \ r -� \ z' e'en ( j zr,g32 _ 19.08"'OO•' 00 is•} DarI� 9•"- '0"E ljZ E AHD weF 251.f4' S20 0 "E 1 51. I /�O 11 �i r \ `- b" ,,. 4:w ,L 8 R JJ}t.1 �'- PVC;. _-^�' 1 1 \ / a q � .„ _ "• " I �,s Y " ,i4 ,�g0 ---�\ }Fcn rvc/stx o'sr =ram. j},.T R-80 s>�f 4 ouvrs� w:��� V iiav t' � 111 1 \ \ - ft!; y�{' / �� _ ti : w r rig 3 4 6 �" .. I L), . .;=/ x -'�-'�UK rDL_ _%--- %�-_ _� / .� x� I N11 11 I I III III // \ \ \ 2 �a F / / d 2�� `� " J 4°�'4 ,l c�' ; / Ng1'2 -`"' , :�. ')\ / 1/ / / w 1 I I I I I/ / \ \ / I 1 �� smc x ,,. . �^r w o .- ' •\ •'. .-: :':':':- '.'.'.::: :':::':':' .: : :':'. .'.' :':':': :':': ':' : : :':':..• ' .' ' • . 1 I 11 I II 111 . � ° \ I.'.'.'.'.' . . . . 1......:. .'.'. . .:,', . . . .:.:.'.'.'.. .•.:.'.'.'.. . ,:, . .I :.'1. . ..:.'.'.'.'.'.'. : ' ' ' -.'. ..'.'. .•'''''�',',•.•.---_.-"- ,'. : ' ' ' '.�. , ' ' ' '.'.'. ' '.'.'.'. :-► 1 I I 1 III 1 I \ \ � / / \ � ':'. .'.'. I. . . .'.'.'. =: -: I I I I I I N \ L O C AT I O N M A P} s a '.'.' , \.'.'.'. . \... . . . . .'.'.' • . . .'.'.' . . .'. .-.... , ...::::.:::: :':'.'. , /. . .' /.', ,. . . . ..... '.', . , . . . .'.'.' 1 III I I I III I I \ y �, /e I...-. . -•- . .'.. . ,f.'.'.' ' . .'.•.•.. . . .-.',•.. . , .• . . . 1 I I III I I \ , _ q h"6"r �o/ / / �" \ • . . \. . . . • . \.•:•:.:: :::':':':':. .:.'. : ' :L/'. .'.'.'.'.'.. .'.'.'.'.' ' .'.'. . .' ' r. . .' ' • . . .'.' ' //[ I ` 1 " D�"°r.GSP°°.' ° I I I 1 1 /� 25--� \ 1 - 1000 Qo 1 oAff w 1 3 fma \. . . . .\ �P 0.'E'XISI VC 7� X• LOT';8:1 . . . '. .'.'. .'r'•'.. : K : 'l.'. .'.' :' I ` III I I III I I \ �� I / \ / 1 A I.'.'...'.'.', �•'.'.'. \'.'.'. , '• . .'. •�-.-.-.'.',`t''•(T.'�liD .QSS D T .X:.10�`' 24.'?.'.' '.' .'• • •'• • • •. .. . .:/ . . . .:./. . . .:.'.'.' ' • .:.:.' .:.'.'.'.'.'.'..'.'.'.'.'.'..'.'.'�, . ..'.'.'.'.' ''.'.'.'.' ' ' .'.'.'.'. I l I T LOT 23.25 I I I I I 1 ,I \ �- \ / �� = . n,.� rs � ' N k 4 E :.'.'.'.'` ,.:.:.' : , :.: ...WQ - . . . - . . .:.'.' . . .:.:..'.'.'.. . .:.'.', . . .;.'.', . . .:. .'.' . . .: ' ' ' . . .:.'.'.'.. ,: . . . . . .:.' . .'.'.'. � : I I � II 1 I I I I I \ \ RT16°5240" r N h ? MATERIAL STOCKPILE AREAS •'.'\.•. .'.'.'.'.', .-.'.'.'.-. .I :'. /'.'. ': :.'('.'.':':'.. .'. .'.'.'.'.. . .'.'. I- . . . j I I I I / / 11I I \\ \ \ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) �/ ! h I 63.93 r:a fn1 x " b '� a '�� :' ':':':':' / 1' / // s 1 \ \ f Ina t,r. b L0 h , I S 1• I I o f // I NORTH FORK PROJECT 3 (024.004) / o , r O \ . . , , '.:.'1'.'.'.':. , : :•:.:. .:.'.'.', . . . .\. . . • . . . . . .' :'\, .'.'.'.'.`�. .. .\, • . .. .\'.'.'.'.'.' •'.'. , . . .'.'. . \. . . . . . . . .. . . . . . . .'. . 1 I���� /�/ / /// 1 I I /� \ PO BOX 541 s/rCiAmAcaeoaoarrn Aors \ O � t 03 j `- / �.'. .'. \ • • .-.'.'.•.' • . . ...'.'.�'•' .'. \' • . . .'.'.'.".' 1 �/// �/ / 1 \\ \ NEW YORK, NY 10012 ee�°aDewxn.rPAlus \ I _ _% .\ .': : :':':':':' \':':.:. . . . \.': :': :::.:_ :•:•':':':\::::':':'.'.'.' ( l� P \rarrooce M 1196E G M s N E (g s t� .. . '•':'. .' . \ . . , . :.': . . . . .' \ .'.' \ l \��zo'Os eo"�'�/ \ \ 508-636-7010 �l 16 TAX LOT 8.2 \t� . . -_ !•:. .'. .'.'. • ..:.\ •:. .: .'.. .:.:...�• . . .:.:.....' :' . : :•:. :': :': :':':':': :'::': p :'. ,', : :•;.I a� � �i ��� / 2 . \\ / TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 I!� / a a / i \ \ - - _.:. . _ : �_` :` -\ \ - -� =��:2:,t�. ,•�.��/ � IV. x oNL�AHD�j j \\ \ZONE R 4 LOT P 0 008.001&024.004 w .S 0°32 40 W - - - - --- - :I YI�C' R0}?ER ' ''LIItJE' : -'f• : iR,�,. ;�, - zoN� x�ed}l1- - - / b< - - - - rvw. IV2 - - --� L'. .... ' .. '•JQ.' .03 •�.-!� •'�� '��` '\� Mw1� 1 SITE AREA................. / � / / �' Q c��. . . . .T'�p . . . . .`�. . . .. . . •ry T R. /4 /� ��1 / \ / / \ \ S 548,558.44(12.59 ACRES) ,� aw20°32'40"H' arl 85.77 ? / - - �- - - - - - �' �-`� - l ). / �_ -f- - 7 l l l q� l _ ��� 0 \'- - r ' . • Q • . �. .' i�:• ' : �: 1' .' '. .' l l l l///// / \\•a\ ZONING...................... R-40 (0.74 AC) / R-80 (11.85 AC) I { i / �///// / ` / wffi l USE................... WINERY FARMHOUSE y �,; , / �X M 1,86ExDRffjr fV--��i*�::: S / �- . .�• .-� / / // 11/ I l / \\\\ / o.,a, O p sore°oaD sooam oPAva , �e{� ,? / l TAX LOT 24.5 h e'er o� ' . D ' • ' z -- I I / / / / ry� / / / '&­\ \ >t �'� ° °' :.'.' �� :.: :::.:. .:.:. .:�`:•:.- �, -.1 `. . -1 . . I l 1 / I I / ///// /// I / \ SITE CIVIL EtWGINEER: o / : : . .,. .. . ... • . . , . , . %.,. : .• ...'..:...'.:...'.:. .'.. .'.' :. . '. .'.'.. . .'. .'. . . .'. .'. , . . . . • . . . .'. .'.• . .. .. .' . .'.'. .'. .':':.'. .'. -r• . . . . .'.' / / / � \ \\ I Poo I. r•^. /, . / 1 \ T =o. I (ACTUAL) - \lMYY,f'f / .3 22 2' \ \\\\\ i �, s.s Q /• f l 1 - R �st, I �:I o~ E I :I N N T UCTIO // CO S R 'f.':PRO SE /. :: _ GATE I��'�•�� ./Y W': NC W a . 1 TRA E/ EN �� 1 ® / / A 0 \ f H / b I•. / �• O a \ M LEAN SS IATES D.P.C. �i o cA / L. K. c A OC G . / 0 // � . W/ 437 SOUTH COUNTRY RD. BROOKHAVEN NEW YORK 11719 \ ---\ ENGINEERING AND SURVEYING L : :. : y. .� APPROXIMATE LOCATION OF I:'.'. ''':': '.' : : : ::•'.'. . .:.:. .' • . .�:.'.'.'.'. .'.' ' \ / / CONCRETE WASHOUT . �•'' :.I .'. ,'. ., . •. . •.'. •.'. •{ • . . .'.'.', . . . .'. • - . .'.'.'.'. .' I.' . .'.'.'." •'•'.'.'.'. �.'.'.'.' ///�/ /// / / \ \� \,\ W I 'XIS.T.INa '.T�EX•'LOT' 2A 4 I.'.'. .'. . ' ' '. .'.'. ' ' '. . . . .'. .'. ff // \ �"�` z T' L T- .24:4.'.' :' ''•'•'. .'. , I'•,. I . . .I 1.1, .�•': :' _ ' '•'.' / / / / / / \\\ o\ ff IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE `=s.<:.. 50 CONTRACTOR TO RELOCATE AS P 0 'PR4 © 'ED, AX. . . I . . . . I•':': :': : :'. :'. ' • �• . . / I \ \ N �I .' -�• DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY DURING / // /// DUR f �.-•NE CESSARY . '/' / IF N ITEM BEARING THE SEAL OF AN AR HITECT/ ITEM ON THESE DRAWINGS. A C .l x ERATI N ON :f:) F S CTI - ••� N ALTERED,THE ALTERING ARCHITEC ENGINEER SHALL AFFIX TO 1p� ON TRU ENGINEER IS ALE LT C :1 ifT\ B :PA'• .I. I / �' '.'•' / HIS ER ITEM THEIR ;SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED B Y / f /1 /• III / SPECIFIC - ATUR ,AND HE DATE F SUCH ALTERATION, AND A- HIS ER SIGNATURE T O /An+o / M z3 a� I. F THE ALTERATION ON THE DRAWING. THE PLANS AND 6 I �::: . rt N / •' I ( 1 ' \• - , / / / \ SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A mra'�iaam) ^J I."••,'.'••,'.'.•,'. •,'.'.•,'.',•.'•.'.,•.•.',•.'•-,•.'•,•.-. . . . . . ."��.•.'/ .'. •.II l l S E -37 II �- ! -:.::::::/.:.:. \ I I I / RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. {/ - _, \ \ /�Q� m o letfn>r / / , I . •', , .(','• . .' ' ' . ' ' ' ' I . . . ,' I ' ,.M•.• ' . ' ' ' I \ I / / \ I \ \ McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE / ,��I,esP \ , 36 �' ' ' ' �' ' ' ' '. . . I 1 / / / / /l l/1111 I I ` > \ �\ \\\ �� ANYONE WITHOUJECT OF A OT WRITTEN AUPYRIGHT THORITY OFON ANDF^L.K McLEAN ASSOCIATES, CAY NOT BE REVISED OR ED BY TAX1mIcZOT 24.3 � ° C � . .•'• . J / l l / / I-,- �� , ��L \ / `\ i4,h,,,,,,-(� ' ' '� ' . �\ / / \ ( ( /// � \ © L.K. MCLEAN ASSOCIATES, D.P.C. \ \ \ �\ / / //// / / ///// / � / \\\\ \ \\\ lJ of> x - _ _ _ _ _ _. �� -' �� � % % 4p� � x x x�'�- PROJECT: / \ / `\ 1/ N2°'06.35"A \ _ w/r °r�nimu D+ '� � r2 d cp 4�rn O N N N N N N��� ��q 1 258.22 \ ,7 \\\\\ / �/ � ^'� �� N co h ry � ti `1 0 N N N,_4-P cn rn 30 3 Nzo• 1's5"w a �O (ACTUAL, / / - �34 ; / �31 ��p� T �°T 4 % " " (� `� / / �`� 771 1 ti � l 1 I 1 I I 1 I I I I 111 \ \ ., \� \ �\\lTOWN O F SOUTH 0 L D (A AL) \ \ 4 --3g� /��r ., / / / lI / / / 1 do}� / �� / � / / / / f � , t\E T'g A C K __ 8f.55 1 \� \ SU FFOLK COUNTY, NY - / �� / / � / � / / / / \ I I I ( I I I I l I I I I I I I I I I I 1 �\oA y�-� \ ��rr \ \ 1 / I \ J � �`_ / � / ` 1 1N It \ \ \ �� \ \ TAX LOT 24 ` \ / ( � I 1 < < / / � � � \ I 1 \ 11 1 I / / IIIIII ���X�'C� \ � \ \ � � \\ \ / / OLD SOUND VINEYARD l ) \ ) I/ / � ( I / i l r i i i � l � �y� \ \ \ \ \ \ 1 � , \ �,\ \ \\\\\ yt�/ 9650 OLD SOUND AVENUE, `� MATTITUCK, NY 11952 � NOTES: `�� ISSUES/REVISIONS 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SITE PLAN SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS Description No. Date OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WTfH CONSTRUCTION ACT IT REGULATIONS. AS PER NOD FROM TOWN 1 10-28-24 LEGEND: SCALE: 1"=60' IMPACT ON NOISE ODOR & LIGHT' 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL AS PER COMMENTS FROM TOWN 2 10-3-25 PROPOSED BUILDING 0 60 120 COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR 1. Prior to start of any construction activity, notify Feet DURING THE COURSE OF THE CONSTRUCTION. AS PER COMMENTS FROM TOWN 3 10-17-25 rn the Town of Southold Planning & Engineering 3 Departments a minimum of 2 business days in 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO v PLANTING AREAS advance; An inspection is required of the installed DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR o turtle barrier fencing (aka erosion control SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS n --- PROPERTY LINE DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFF-SITE prevention/silt fencing) by Town Engineer's office LOCATION AS DIRECTED BY THE ENGINEER. o -p--PROPOSED SILT FEMICE and Planning staff prior to clearing. 3. Construction activities Shall only occur from 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES -x- EXISTING DEER FENICE 50' MIN. DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. 0 7:00a.m. to 6:00p.m. on weekdays and Saturdays; OUT WMOMT 70,R8 Q PLANTED CAB/FRANC 4. No construction activities are permitted On FLOW L ^' 18'-0-MAC%.c.,oC, oEn.on am am 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES O © 20' WIDE GRAVEL ACCESS ROAD Sundays, year-round, or the following holidays: �t� ;- . „ HAY;=/OR INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE rc LT LNG PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; o © GRAVEL PARKING ARE/A FOR 36 PARKING STALLS New Year's Day , �� GRADE - °LL [s�[���/ �� :'. ' 0 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING W QD PLANTED APPLES Memorial Day I/- I /�� W1 ,f W I ° :: TRACKED ONTO CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY / Independence Da Jul 4th f ��� ,� =LL '.' - 1. ^ _: . ; �:;,,;�,:�_x� ,.. �{'f 6 MIN. '. 2'v?;`'yta?<^C':;r..�a.:{-a.ti:4.."5'r�i,:y,,y�, ••'�;! STABILIZED; IAH �E PEDESTRIAN SIDEWALK; Indep Y ( Y ) I I �... - .:t. ..:_.�== `TM , �..�..-;,. .-_;';- 4" VERTICAL rJ N 'i •/� i:yr. ^°`''e:i i ti r.., _ S.;%r-., PROPOSED 30'x70' STTORAGE/OFFICE BLDG. Labor Day SLOPE r` =' r �'`��' aI ''E, ''"ui:1c 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING c , u nl FACE O '��"-h Wit:'A '�"r: �y v71%i; _'-'`'j,::�; ^'�c'f g� ONTO PUBLIC ROADWAYS. i 3 Thanksgiving I I a . ="' �i `` `''" r' }rr.__ . o I PLANNING BOARD v G PLANTED CA. FRANK I'MERLOT g 9 I �O o +.- ' + fi v- ''�`w: ^ c .; "" `�' L / � ;� ., <='M12 ��r•µ'y~ � '�_``:ti ti� r��;•�1 ` `' 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME o Christmas Day V PERSPECTIIVE VIEW Yam:`:° � h"'^``• ?T' � =`'�`_ H PLANTED MERLOT ;, .T-��. " ;�, h '.1, :, z�.. AREAS ARE EXPOSED; O BEDDING DETAIL -��;r .;: `r'? = = =: ' k s U QI PLANTED GAMAY/PIWI � . '' 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY v SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; L_ 0 PLANTED ALBARINO ANGLE FIRST STAKE TOWARD ��r 36" MINIMUM 2 x 2 COW ACIM +' , PREVIOUSLY LAID BALE. `f °0 'M �' -FO�DAT011 D` PLANTED FRUITS & VIEGETABLES 1 O FENCE POST 1/{srorE e,vo ae tl.r. WO aor. It.CAI O © �^ L� G� �� ou mM (K Aeae ozsnlo auoc raN Ace 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; U -,^ rr% / QM 20' BUFFER TO REMA\IN NATURAL P FLOW = J ,�C% �1 WOVEN WIRE FENCE 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS 01 0 � O �^ �1^•G�,� ^L �.^ ^ (6 x 6 - 10110 WWF) ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS 3 (R EXISTING GREENHOUSEE TO REMAIN -v ^ rL% ^ FILTER CLOTH � PLAN VIEW NECESSARY TO REMOVE ANY SILT AND DEBRIS; QO EXISTING HISTORIC & RENOVATED SMALL BARN & ,G �� C% 2 - j POTTING SHED TO REMAIN D-,,SAND r M 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE DRAWING TITLE: ^ %n �C ^ EMPLOYED.0 © EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN BAG , I �L- ^ EROSION CONTROL PLAN / nl� ,� 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES v TO BE CONVERTED TO TASTING ROOM & MANUFACTURING BOUND HAY BALES EMBED FILTER CLOTH �DF �z^� c,` ROAo T ® 1 HANDICAP PARKING STALLS ON CONCRETE PAD p O IMPERMEABLE ���� PLACED ON CONTOUR MIN. 6" INTO GROUND z 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF SHEETING ^ ? IxwsrAucnw nmANlx-1awAnn�a.ooPu,en EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR. C ® OUTDOOR SEATING ARtEA A A a/{Ma+c WIM IF N.Y.suh DAL AMU"ILC.A 0) v ^l 2 RE-BARS: STEEL PICKETS OR 4" - gT _ ru xne W)MOW OMHO GRAM raa NUMME 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO SEAL & SIGNATURE: 9 Y PROPOSED 20'X24.2' ADDITION FOR CONVERTED TASTING 1:1 OR FLATTER Design B MF SIDE SLOPE DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA CROSS SECTION ALLOW THE CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. rn.0 ROOM " � SECTION HAY BALES. 112 ACRE / 100 LINEAR FEET Drawn By: GF n v g� 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL �OF' NE Qrp ANCHORING DETAIL SECTION DETAIL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. ,r\Q� `Z J'p Approved By: RAS O O O O TEMPORARY CONSTRUCTION ENTRANCE 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE 00 �,S E' Oflp Scale: AS NOTED I -0 PLAN STRAW BALE DIKE DETAILS y Date: OCTOBER 28, 2024 o SILT FENCE DETAILS ­.Ts AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. s<A�.Ts SPILL PROTOCOLS SHALL BE ENACTED. File NO: 24082.000 SGPLE N15 � a CONCRETE WASHOUT DETAIL w Sheet No. N N o N.T.S. NOT ® R CONSTRUCTION- FOA0�3.0�, ��� C1 '�� s, e1a`'� FFs v FULL SIZED PLOT SIZE: 22' x 34" I \ NOT FOR CONSTRUCTION _. ­ 1/ 1 ; I - '.I `�\ EX. HYDRANT - , PROJECT COTTAGE' WAY VOCATION b - - - - - - elf � Sr.` 1 a'q e 0 b N/P cAateCa!AbBBRr RBTB O• - ' ` . . I . °b� pp pq�p / ,y Da"W N h ,f / 3 j O° -� p'AtlfTm�NY vmzva 2'', n,O . . . . ss y auva �j�i �s '� ro �� ;pp!_+ Mtt bb DPo,EwAY �20°07 40 E "���Rro R/0 TAX LOT 9 r,,,AW 350.DO' SE � CCto '•A �%o� '�►qi ` �O� � •�g �'. � �e� - .. \�O dti 'i'�t,.3' ..,.,D'- o.x•} ,0.1 1 1} ., o/� V] h g 11 _. �, ..rx r OHM LW FEX r�/J C "a COFTAea VAr A/P BDZd80!I/ACla C/aRL4MUl . q� �`�• � ] h� O A� p '� i 3 / W�/as ac S20.07'40"L� 125.70' Leo onrrAca WAY � o y � \ a7+ +•0'1 �frml�aT" H carsrAt aozflrc M/r J[lIJV17L A,ccaraaar uAfrtlncd AT 11852 ,0,� Wit; wY N' ca 4� '� N ;w `- • \ 1 L9!}'AGB rAT Im L1p7TACa rAT �. a y . 7�Y co 7; o \ /l P/0 EXISTING TAX LOT 8.1 R TAX LOT 23.23 ar„ysa rArrrroc�t a,Haas N p ": " m q ePe q� "'/r�'�gy1Y _ Lo �.m tv...l'� p ► CM a .. 880 QD1TICa►eT / PROPOSED TAX LOT 8.1 M iv TAX LOT 23.20 4'b w`°'l `� " Asa Atmy-s�:3 i y S20.0�'40"E TAX LOT 23.22 TAX LOT 23.2f m :9 g -- `q b A 30.8f' Sf9'08'00"E s 0 ? S 91.0220'2o"E '°� 9'04'40"E I S20'19'0 "E z 0 195.00' a R t L J aD s RRf 251.14' 4t Mp 40 a' f _, L I,� ZONE AHD �n4, 126.51' ■R�� if� '.'a' .q, s n.a Zpxg R 't,.4 °`o'i%i' rvc/n / d siocuoc tX. " n q z =t` ;, ,sr r �� 'fl S �� }az' n-n� }i.r� ZONE R-BO s,KJ +nRN,IRaEizw w,IFE..' r,o °D..� 1'a .x-;-„ 'r. x ry i ;• y �V� + ash ar �! ,ti} 'n •r""i'^;`.i:. .,•J,,.n.ixbe,nr !^� r 2:, f �� �w inn»X X .X X�� a �w RR� R� �� x FEN % % ECu % X % X Y,v N ox , _Z-5 SIpE YARD 'SETBACK X p�, / -e- <{ ;yam 3 q.6 �_L - ♦ r 8 I"b.,11 g- "'I '`ur14 7- >_ � • i 8 save \ ps wy s r" k ', r TEST HOLE LOCATION - o . / I .,,,. z 5 0 E-' WILLSR1i / f "v s,°X f zn - • x I'. , s 1,iii.iO ti 6� z b � N 65 i1 ${ Y p h DR Y a A [:�:�::�::::: MAP LO CAT I 0 N ill ti� I'.•'••.'.'.'•'•'••'•'...'.' '••.'.'.'.'.•••'••.'.'.'•.• •. a O'4 td e/r mrs or - D'. .' a 1 1000 30 F WAY y 890[077'IC a :.'.'.'.':': :='. .': '.':': :'::'. ':•:::- zw �. K . . . . . .�„ ar„esa 3 :°�` b _x�,E , I ill ' o a P 0.' XISY'�1VG AX•'LOT'8:t.'. . : ' ' ' '. . : ' ' " '.: : ' ''' '. : ° , $ h N I '•'.'. . .' ' • ' '•'.'.' O.' R0 SED T X .T. -*24.4.. . .'. ...' . . . . . .'. . , . . .'. .'. .'. ••••••'•'.' .'.' •• ' '•'.'.'•• ' '• • • .•'.'.'. . • • -•'. .' "< ' ' TAX LOT 23.25;`` ��/ �, /I/ R=h;= 1 a�tlRDEFFTD r t, k 4 30:0` . .P/� .75a.5':. : : ' °� PROJECT DATA \ 3 _ s s H 1-1 O s M s "lJ h 6 � &5 2 4 0 � W N.n Cb 6 R� APPLICANT OWNER.. NO RTH FORK PROJ C M 3 x E T 2 008.001 9 .-a W 3 W F�$ N I ,r b b n o I NORTH FORK PROJECT l 3 024.004 j . o . 1 ( ) o. 3 p " w 4 m •'.'.'.•.1 w y PO BOX 541 H/t samaa a marar,rora I O I'. . . . / e°oo°zo sooao ATaava ' X N D' '. . \ NEW YORK, NY 10012 / / YIf7'17E1C1[M f186a M _ S MRE rtx n �t Y ( szoros'oo•E '; kh - 508-636-7010 / zt _ i ACTUAL -.6 .O �j� 3 I'•••' . .'.'.'.'.'.' .'.'.'.'.. . . . .'.'.'.'... . . . . . .. . . . . . .. . . . . . .. . . . . . .. . . . . .'.. . . . . .'..•.•...•.•... , , :, •. . . . . , . . . .'. ( ) lF 3� TAX LOT 8.2 Q Z\ ' - • • • . I il _ ;4 �'°'a�' 223.38' TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 °r I • L- - - - - - - - - - - - - - -- - - - - -- rr�� Jy� - - \ 'nrt ZONE AHD c cDx % / 'Ir _ - - - -�4�7:,4�--� ZONE R-40 aa• - - - - - -N20 32' t - 8 i5.'-••�'. . _ _ r.• - LOT P 0 008.001&024.004 / t 4 - - • - -_ _ - ---- ------- - -° "f- ss E MN a Fsronuoc O 32 4O W - - .'.�' • . -' .'...'•'�•-• 'T-•�•�.-�-.� rvoLfihL It-ttO- ,v ¢rx �' ZOITE R-BO , EX OPERT LIN C. �STI G •PR . •..•......'�' . . ..-.'. / y 3 � o I IV �' - - ARD SETBA K sit \ SITE AREA.................. w /4 �V20 32 40 W a�+ a� 7 ; �;; 4 - - - - - .. - - - •�.. . . 25' SIDE Y C 548,558.44(12.59 ACRES) a �; f• •,$ 2 - •- - - - - - - . w . � - • J.: q 0 I r 6 I ill '� -� . • •.-.• • • . . . .• • • . . • . . a a � � .'.'.••••T f ZONING.................... ti / .�I .- 4 R-40 0.74 AC R-80 11.85 AC a m 0 � l i l x/r nAanzu maeer � � _ � � - _... _. p�4b4 y O o/ " mo swxn Avaava \ , ' �- - USE............................ WINERY/FARMHOUSE FARM ,`i�► � bi j / AurrrrocA:ar Ef9" o v 1. f �1 S `^,1 , HYDRANT D U Y/ HOUSE y �N:°D 'i I • • e o ! � / j TAX LOT 24.5 ��-a ,Roc• • �:.'.�'.'. . . . a ro% �`� -_ _�_ \ o / EX. U.G. ELEC. SERVICE �� DA; , ❑ I'-- '• - - � SITE CIVIL ENGINEER: Id 3 - 0 S P ' e r f9'.20's7" :.E (A CTUAL) .n a'. RG �� araoea I� 22 o ❑ 'F'3 rn®� 9.32' 7 Ark', t 0.4• / n I l' /N \ Rft� R _ e s i♦ I -y:,,, _ E iI '1 �' •'I j -^i_' y�E I E •NITARY•SYSTEM. . •. :. --�= _� PROPOSED SA �4 Q�A :: . . :15w1�1. WIN _/ EE SANITARY DRA GS S 3 ) .'25' •'SID� D B CK'••:':'� ( _ e D RPZ IN ,�...• . . ; . PROPOSE • . • . - • . �• '• HOT BOX EN CLOSURE : . . r. :1 z t . yr :� D ELIVERIES WILL BE i f +,`. 0 �• E e 3 �/ • ••.'•ACCEP TED VIA ••-•'• .••LL1v Q CA S!I THE ADA S USING ' :''YAP L. K. McLEA�N ASSOCIATES D.P.C. / G 2. 0. �. .-._' _p \\ 4 7 T T 3 SOUTH COUNTRY RD. BROOKHAVEN NEW Y 1 ENGINEERING AND SURVEYING ORK 1719 ADA STALLS & A R'VEY G•THE I.' - f e r OMP IANT o: w 41' •- ADA C L 4 D '24..-X•'L 7''-1NG'. -A o E ST T XI 3 A OFF '-I •'SIDEW LK ON N . T- •4. • O t7S -�T X P 0•'PR P ED Q _ R IS A VIOLATION OF'THE LAW FOR ANY PERSON UNLESS ACTING E N ca UND R THE-HOURS 0 LY _ . e IR F I D ECTION O A L CENSED ARCHITECT NGINEER E TO ALTER IN ANY WAY ANY fl'. 20 . \ \ t� ITEM ON THESE DRAWINGS IF RI i AN ITEM BEA NG THE SEAL OF AN ARCH T 'I :P -I d 3 A ENGINEER ALTERED,E EER IS THE ALTERING ARCHITEC ENGINEER SHALL R E AFFDC TO B e T HIS ER ITEM THEIR SEAL AND THE NOTATIO 'A T D N L ERE BY' FOLLOW D BY e�ole .� ... M E AP An 4a X ^ I R I N R H S E S G ATU E,AND THE DATE OF SUCH AL RATION AND A S E I+,i, M T'E P C FIC 4 {{11II l• ft _aR� 1 ROPOSED 242.57' P 2 DESCRIPTION OF THIE ALTERATION ON THE DRAWING. 09'S5"lI AL � D L E D G. THE PLANS AND l NZO• (ACTUAL) e 3 srvr� � - DO ES IC SPECIFICATIONS HEREIN R INTENDED FOR U'L T ARE TE O THE SUBJECT PROJECT ONLY AS A N /9. I a -�- 16 - '•'SERVICE E �_ RESULT OF CONTRA,TRACT UAL R C U L NEGOTIATIONS BETWEEN THE OWNER AND:n L K / . O zm 0 a >s,ar»Han ' '•I n A rsaoa e McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE l ArAfr�ocA ar,nz , ,(® rn SUBJECT OF A COPYRIGHT PE TfTION AND MAY NOT BE REVISED OR REUSED BY r C . . .' ' \ \ � TAX,' LOT 24.3 �°� ��• ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC PROPOSED 8» h 4�6 .'.-.':-•':-•...'.'.'.'.'..'.'.'.'.'. '• . . . •.'-: '• L_'.'.- ••- / WATER SERVICE �/� 6L I I " " " . e �' '� '- �" -- �' '� © L.K. McLEAN ASSOCIATES, D.P.C. @A0 FOR HYDRANT � `� 0 • '. IT 20 SIDE YARD SETBACK 20 SIDE YARD SETBACKPROJECT/ •'alrmeaeelPale ?g(Itat*no �o � e�e��+sm�gaeeea�oo ap(n ara�wonaee, or�tnnaretn(�At*__* 0*tjE �an���e�re�An�a� do X_ -" X�»» -�..x - X X�.-r- X -� p N20.Os'35"W x/r oavarr or surrvza 4 0p ����, TAX LOT 4.5 f,258.22' N20.Of'35")I TAX LOT 6.1 T 0 r Y 11 V 0 S 0 U T H 0 L D � • :tr,)� p�/� 81.55' H Np aN ID�iET gA C K Nns u SU FFOLK COUNTY, NY PROPOSED GIANT PROPOSED DUMPSTER •( v i � '"1Z14 ADf�"`Y ARBORVITAE (6'MIN) ,Z t, �� TAX LOT 25 FOR SCREENING (TYP.) P �%,Il ��\\ OLD SOUND VINEYARD ���� ��� � i �`�/ \` 9650 OLD SOUND AVENUE, ,'S'/ � % MATTITUCK, NY 11952 SITE PLANiiiii . SCALE: 1"=60' / �� ISSUES/REVISIONS 0 60 120 Description No. Date IIIFeet HISTORIC BLACKSMITH BLDG. TO REMAIN 1 7-31-24 HISTORIC BLACKSMITH BLDG. TO REMAIN 2 8-8-24 AS STORAGE AS PER NOD FROM TOWN 3 10-28-24 LEGEND: UPDATED AREA OF DISTURBANCE 4 3-3-25 rn UPDATED BUILDINGS & USES 5 6-20-25 3 PROPOSED CONCRETE SIDEWALK NUPDATED SIZE OF 5TORAGE/OFFICE BUILDING6 8-8-25 PROPOSED RCA PAVEMENT PROPOSED PARKING CALCULATION: PARKING PROVIDED SITE DATA TABLE AS PER COMMENTS FROM TOWN 7 10-17-25 � ,.,.:.•,- 1. SUFFOLK COUNTY TAX NUMBER(S) DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/O 008.001&024.004 c PROPOSED GRAVEL PAVEMENT § 280-78 OFF-STREET PARKING REGULAR STALLS = 36 AS PER COMMENTS FROM FIRE MARSHAL 8 11-19-25 HANDICAP STALLS = 1 2. ZONING CLASS R-40/R-80 CONVERTED WINE TASTING BUILDING W/ EXTENSION TOTAL STALLS PROVIDED = 37 PROPOSED BUILDING 3. AREA OF SITE 12.59 AC (548, ) AS PER COMMENTS FROM FIRE MARSHAL 9 12-17-25 a) 558.44 SF � 1 PARKING SPACE PER 100 SF OF GROSS FLOOR SPACE AREA OF DISTURBANCE 4. INTENDED USE OF PROPERTY WINERY/FARMHOUSE PROPOSED TOPSOIL & SEED In WINE TASTING = 1,157 SF 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) 0*1 87,163.56 SF or 2.00 Acres c 1,157 SF 100 = 12 STALLS PLANTING AREAS / 7. DEPTH TO GROUNDWATER 17' +/- 3.o --•-- PROPERTY LINE STORAGE & OFFICE BUILDING ZONING COMPLIANCE TABLE (R-40/R-80) -v 1 PARKING SPACE PER 1,000 SF OF GROSS FLOOR SPACE ALLOWED (REQUIRED) PROPOSED .1AN 0 7 2026 0 QA PLANTED CAB/FRANC 1 PARKING STALL PER 100 SF OF OFFICE SPACE 0 © 20' WIDE GRAVEL ACCESS ROAD MINIMUM LOT SIZE 80,000 SF 548,558.44 SF SOUTHOLD TOWN OFFICE FLOOR SPACE = 806 SF o © GRAVEL PARKING AREA FOR 36 PARKING STALLS MINIMUM LOT WIDTH 175 FT 121.01 FT 806 SF/100 = 9 STALLS QD PLANTED APPLES MINIMUM LOT DEPTH 250 FT 1,470 FT QE PEDESTRIAN SIDEWALK STORAGE FLOOR SPACE = 2,532 SF MAXIMUM BUILDING LOT COVERAGE 10% 0.9% 5,187 SF QF PROPOSED 30'x70' STORAGE/OFFICE BLDG. 2,532 SF/1,000 = 3 STALLS ( -> © PLANTED CA. FRANK/MERLOT TOTAL PARKING REQUIRED = 24 STALLS MINIMUM FRONT YARD SETBACK 60' 336.9' DRAWING TITLE: j Q PLANTED MERLOT MINIMUM EITHER SIDE YARD WIDTH 20' 44.2' L_ QI PLANTED GAMAY/PIWI GENERAL NOTE: MINIMUM BOTH SIDE YARDS, TOTAL WIDTH 45 245.2 OVERALL SITE PLAN 0 � PLANTED AL.BARINO PROPERTY DOES NOT CONTAIN ANY EXISTING CULVERTS, MINIMUM REAR YARD SETBACK 75' 758.5' _ © PLANTED FRUITS & VEGETABLES WATERLINES, OR SEWAGE DISPOSAL SYSTEMS. F 0_-0 QM 20' BUFFER TO REMAIN NATURAL SEAL & SIGNATURE: Design y: M 0) c pN EXISTING GREENHOUSE TO REMAIN �F NIEw Drawn By: MF pij 0 QO EXISTING HISTORIC & RENOVATED SMALL BARN & P��' y, Approved By: RAS O POTTING SHED TO REMAIN �� S�. DEKON Scale: AS NOTED I 0 QP EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN ��' .A• Date: OCTOBER_28, 2024 c0 p TO BE CONVERTED TO TASTING ROOM & MANUFACTURING � File No: 24082.000 W Sheet No. 00 ® 1 HANDICAP PARKING STALLS ON CONCRETE PAD '� 4} cV ® OUTDOOR SEATING AREA F 073071 ��V O Q3 PROPOSED 20'X24.2' ADDITION FOR CONVERTED TASTING 0 i ROOM �A�'�FESStO�P C 2 FULL SIZED PLOT SIZE: 22' x 34 1 _ - COTTAGE WAY NOT FOR CO NON PRgJECT o_ S T R U C T D LOCATION W�,h 3 / �Y1 N/F CANOICE & ROBERT ROTA I p 4� O 10120 OLD SOUND AVENUE W W vo O YATTnUCK NY 11952 � , " !� tivy e / Vol' GRAVEL S20007'40"E o i ' h DRIVEWAY R/0 R/0 I TAX ZOT 9 L\ N In d STKLEGEND: D DRV- DRV I- HRF/CLff 4_6'R/0 4.8' 5HDA�p 350.00' FEN coo PROPOSED CONCRETE }t.3' 0.2' (i SHD OA Cl) 4•w,':�E Fcrr. � �- -*- �'- w�;, -T N/F "SON HAAS E SIDEWALK W'RF/CLF 4'CHAIN LINK FEN. WPF/7 ° r „ I °LF S20 07 40 "�0• 125.70' 290 COTTAGE WAY N, 0-2`� ,•p•� � YATTITUC$NY 11952 PROPOSED RCA PAVEMENT / N/F CRYSTAL BOLLING NIP JUANITA MCIUNNEY / EXISTING Li TAX LOT 23.23 360 COTTAGE WAY 420 COTTAGE WAY P 0 EXISTING TAX LOT 8.1 GREENHOUSE YATTITUCX NY 11952 l(ATTITUC$ NY 11952 ` 3 / � - PROPOSED GRAVEL PAVEMENT / ?q TO REMAIN PROPOSED TAX LOT 8.1 coR7 TAX LOT 23.21 e e eoy� 11.2 �''� W m S20007'40"E FAX Lo�3.22 PROPOSED BUILDING j 3 FNO D i 8 � fE 30.81' S19608'00"E SHD s-D 195.00 3.9} 1 PROPOSED TOPSOIL & SEED G� hry MDN Cp z n 0 �-0.2' ___ - - - } O`S��y,� 9Z* 11.4 ZONE R�4 }1.4 1 RES?EN AM ' �4 'E B-80 9 ` Z0N EXISTING HISTORIC & PLANTING AREAS s2.• � oy / Qe' 6 5 RENOVATED SMIALL BARN & x x x x x 34• POTTING SHED TO REMAIN - - - - T x x �_�� LOCATION MAP PROPERTY LINE ;COS$,. - - -2 .61' = 1000' TEST HOLE: s TOY LOCATION ENC ME1 .T ©c'1-�3 X :,a� E(YJI�ENi w PROJECT DATA a / g10 20 STONE ��s ,ax APPLICANT/OWNER.... NORTH FORK PROJECT 2 (008.001) 1 T 14 NORTH FORK PROJECT 3 (024.004) �O W STORY < ,+ y o '° A _ . PO BOX 541 oWo NEW YORK, NY 10012 .ATE w PROPOSED 30'x,70' 508-636-7010 STORAGE/S� Qqv'�' ti BLDG. OFFICE TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 GATE '� I LOT P 0 008.001&024.004 P/O.EXIS ARSOVITIES OF/WRF WRF P/0.PROPO • 548,558.44 12.59 ACRES�„� s's 1.5-► >< _ _._____._._ I. � �.. . _ ". .. . � SITE AREA................ ) / STOCKADE FEN. 1.3'} x � � � 3O.o• 3 N16°52' _ co 4 ,� ZONING 40"W s K COVERED aL � ' FEN or f I. . 1 Z R-40 (0.74 AC) / R-80 (11.85 AC) 163.93 {os IN GROUND g 0. USE........................... WINERY FARMHOUSE I FOOL aw PROPOSED U WATER SERVICE O W I / l N/F CANDICE d ROBERT BOTH Z PROPOSED U.G. ,� ° SITE CIVIL ENGINEER: / 9900 OLD SOUND AVENUE w e 3 / YATTITUC$ NY 11952 .03 M w ELEC. SERVICE o `y :_ TAX LOT 8.z PROPOSED U.G. ,)\ FIRE SUPPRESSION PROPOSED �. k�F WRF WATER SERVICE HYDRANT - / 07`' 0.6 - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - t - - / N20*32' -- i- 6'STOCKADE T o p ,/ rr 0� y ,f'� 3 �/ /'� - - - _ FEN. \ y _ lY 20 J 2'H II (_l N20°32'40"W °'3'; j , i�. ' i ; ;ss:77; ; , ' y ; b ° ° ° D ° stir' L. K. McLEAN ASSOCIATES, D.P.C. f • , y • i ' �•( �2 (13 07 08 ,�,_ ' y •- �� • _ � rl _ _ - - - _ - _ - _ - - - - - - ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 �1` (�6 �• a� IT IS A VIOLATION OF THE LAW FOR ANY PER ` PROPOSED yd �j ° ° SON,UNLESS ACTING UNDER THE N/F DANIELLA SOREN (JO 20"X24.2' ADDITION DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ry y 97M OLD SOUND AVENUE .�o 24.2• �� ( FOR CONVERTED ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ w \�/ YATTITUCIr NY 11952 ,�� y 00 7 �,� y 7/ / / 4 y •I. . I p O TASTING ROOM ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFDC TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY N "` HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC A.4 y� 3 / TAX LOT 24.5 j� ' O DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AND ��' / / EX. U.G. ELEC. SERVICE i 24.2 ( c \" SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A CC•�_ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. N i STORY Z. //-F , McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE FRAAfE n ❑ �/ S'19°20'37"E (ACTUAL) SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY / / Szr4E 1z E(DEED) 24•° ❑ ❑ PROPOSED SANITARY SYSTEM ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC 3 229.32' /f o F i I SEE( SANITARY DRAWING) yl = x-�--- --- -os L.K. McLEAN ASSOCIATES, D.P.C. --�E�=-E 10' w':F t I PROJECT: r I /C� _ o _ _ / PROPOSED T ° TOWN OF S O U T H O L D RPZ IN l o , f i I. PROPOSED OUTDOOR SEATING AREA I / ENCLOSURE ° cad r i y ( . .�. I SUFFOLK COUNTY, NY /,C- �gg PROPOSED 2" I, / 3 • :. EXISTING HISTORIC VILLAGE BLACKSMITH D DOMESTIC WATER / . o I MAP OF CAROL'SULLI Cv SERVICE I. TO REMAIN TO BE CONVERTED TO TASTING ROOM & MANUFACTURING D • ' • OLD SOUND VINEYARD • y , y i y i y , y i i y y , • i , , Fhf LOT'1 / 'w-�-,-�: w-- =w--•- i w-=-w i=w y , EXISTING WELL TO BE CONVERTED TO EXISTING. TAX LOT ,2. IRRIGATION ONLY I P 0 PROPOSED' TAX LO' 9650 OLD SOUND AVENUE, MIIATTITUCK, NY 11952 0 0 0 0 0 0 0 0 0 o I ��' y ,gyp • . . ' • ' ' ' ' . . . ' PARCEL'.z. ISSUES/REVISIONS Description PROPOSED 4" P NO. Date 3 N20°09'S5"W (ACTUAL) SHED 242.57' / _ . . PROPOSED tast•st•aW-W(DEED) FIRE HYDRANT UPDATED BUILDINGS & USES 1 6-20-25 0) ASPHALT WATER SERVICE 3 / APRON -�-- �' _ ' . - � _ � ' . � � . � . - . � 3 NIP 23ELTONKEILLLC �' ' - - ' - - ' ' .' ' '' . 9520 OLD SOUND AVENUE / �� o ° o ° AS PER COMMENTS FROM THE TOWN 01 / YATTITUC$ NY 11952 ��' a ° AS PER COMMENTS FROM THE TOWN 2 10-03-25 FAX LOT 24.3 4 A,4 q1 / ° ° ° 3 10-17-25 w �� a ° ° ° ° AS PER COMMENTS FROM FIRE MARSHAL 4 11-19-25 AS PER COMMENTS - - O� �j� ,o NTS FROM FIRE MARSHAL 5 12 17 25 \ �.,0( S lam. ��p.lIn - �p � y� 01*�)g )A+ �.3tM)Mt=ta�„�t-F7 i�i7 t�7 R7 b lu P[3 �rY.�"'-w. o rr GRAVEL PARKING po 0� N(ACTUAL) FOR 36 PARKING AREA PROPOSED GIANT V) // PROPOSED NWW'10'W(DEED) STALLS ARBORVITAE 6'MIN ( ) DUMPSTER 01 O� ,w FOR SCREENING (TYP.) 3 N � 0 L U41 5 D 0 C nnnn O ,I a u / LULU U llw n 3 s PLA�dNING BOARD SITE PLAN i DRAWING TITLE: ° SCALE: 1 "=40' 0 0 40 80 ENLARGED SITE PLAN j Feet av O) C Design By: MF 0 o SEAL k E= Drawn By: MF 1 0 ��P�S �'• DfK �'� Approved By: RAS co o �, Scale: AS NOTED 00 „ Date: OCTOBER 28, 2024 N N 41 File No: 24082.000 Ceo ,o Sheet No. 00 073071 SS1 � C3 I I NOT FOR CONSTRUCTION I o- Date: 1116/24 �33 iPROJECT \_ LEGEND: OIGATEC ION 4,, 1 N/F CANDICE A' ROBE BOTH / I O � w*a / o f0120 OLD SOUND A ENUE / W W M Co ---- PROPERTY LINE / q p - YATTITUCIS NY 1 952 / Z N "' 1 33.5 Brown loam OL > 10 PROPOSED CONTOUR a GRAVEL S20°07'40"E / / N Nko 33.0 -------- 0.5' r�F 4� DRIVEWAY R/O R/0 I TAX LOT 9 FRAME s � . - 4 aS I 3 3 DRV DRV I VMF/CL�L}4.6'R -4.8'� ( SHD S ED SHD 350.00 S FEN co o -11- - EXISTING CONTOUR _,s'� 0.2' - / ` , L .o' 409• o/L M / Light brown silt ML 0i H �e--�-- = --- - - N/F JAS01W HAAS K'iRE FEN. WRF/CLF c /7 07 40 " ' 12 .70 \ I l - ( •S' I 4'CHAIN LINK FEN. ° . „ 0 r 290 COTTAGE IIA�Y / - , \ YATTITUCKNY 11952 / r PROPOSED LEACHING BASIN _-______ C f, N/F CjYSTAL BOLL/NG NIP JUANITA YCIaNNEY •1 30.5 3' J �h / ) YA IjlTUCK NY 11952 �YATTITUCK-NY-NY -1 I \ TAX LOT ;c23.23 36� COTTAGE MAY 420 COTTAGE MAY l l e. P/O EXIST NG TAX LOT 8.1 99``TT / PROPOSED 15" CPEP PROPOSE TAX LOT 8.1 \ 00 I ( °?'.�. l ( TAX LOT 23. LOT 2s.21 DRAINAGE PIPE / RE SSG 07 4� E2 -� PERCENT GRADE 3 TK 30.81 19°0 '00"E/ __ \ . sHD I \ F.G. EL. 2 `-95�0 ss' =35.77-� FINISHED GRADE SPOT SHOT t.4 1 ZONE Pale brown fine - / _EN ZONE \ sand very fine sand SP 52. s x x �-x x !x -�x ovti� / Q 4.6 6 LOCATION MAP TEST HOLE � � ( / LOCATION I 1 � 1 1000 / 2 TO Y F ME O N .�.{, P #10E200• 1 vi STONE ��'�17,i. y& u`'X`i" E 'DMfNT WELL PROJECT DATA MM � I � I \ / aa. 33 off: / \ STORY .4k 04 HE ' APPLICANT/OWNER.... NORTH FORK PROJECT 2 (008.001) t/ ��h� \ I \ \ \ \ NORTH FORK PROJECT 3 (024.004) 5 / ;LATE PROPOSED 30'x70' \ PO BOX 541 O c� \ ����Q��� STORAGE/OFFICE \ \ NEW YORK, NY 10012 } \ I N BLDG. I \ \ 508-636-7010 _a}' / �71RF 3 P/016.5 1T TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 r4 / \ I \ \ \ \ P/0 NO WATER ENCOUNTERED LOT P/0 008.001&024.004 o / WOFF / � � 30.0• \ •�� ���+•' / / � '""�.� �eownes � o.s'f \ s•STOCKADE F�, 1.3.} ' r'Z �1 \ , NL 1 N ' '� \\ ,� *HIGHEST EXPECTED GROUNDWATER @ EL. f-1.5 SITE AREA................. 548,558.44(12.59 ACRES) I FEN h� O LP10 \ I \ \ \ \ N>6°52 40"W I C} r>; / 163.93' FEN � COVERED 1 M n2 "-0.2' n IN GROUND w `1.! 3 j0.5' POOL § nt 0.' Z S \ \ \ ZONING...................... R-40 (0.74 AC) / R-80 (11.85 AC) PROPOSED U.G.n ,, 4 c v I \ \ \ TEST HOLE / WATER SERVICE \ WINERY/FARMHOUSE lN CANDICE 8• �BERT ROTH \ O � co d. tia \ USE........................... / 9.900 OLD SOUND AVENUE 1 ? PROPOSED U.G. l �, s,¢ \ \ 3 / / YATTITUC$ NY 11952 �6� , / ELEC. SERVICE / ' Lf•J'7 \ �\ \ N.T.S. / _ \ \ TEST HOLE PERFORMED BY SITE CIVIL ENGINEER: l TAX LOT 8.2 \ � � � PROPOSED U.G. l F.G. EL � � F.G. EL \ \ MCDONALD GEOSERVICES 11/06/24 FIRE SUPPRESSION \ =35.55 i =35.50 \ \ o- WATER SERVICE 0.8 -0.,7[ �L r\ 6'STOCKADE o .. F:G. EL F.G EL ¢ LP12 2 - - FEN. N20 32 40 W � 5 =35, (�J(�( � �--jl DRAINAGE CALCULATIONS: �u wRF F.G. EL / h ¢p' 1 DRAINAGE AREA 1 REQUIRED DRAINAGE AREA 4 REQUIRED DRAINAGE AREA 7 PROVIDED LP10 ' ° ,. 0 3 =35.84 0. ( ) I F, �N 0 32 40 W \ 85.77 / ,f1 �6 - o ,Z I ¢� \ \ PERVIOUS (VEGETATED)/ rr�'1 ) = 4,320 SF (1)10'0 x 6' DEEP LEACHING POOL = '�" -\I/? 1 „ 4�1 - - ,0 ,d �" d- -- - = �- �G C P1.0 IOUS (RCA PAVEMENT) = 2,510 SF V= 41320 X 0.1) x 2"/12" = 72 CF 68.4 CF/VF X 6 = 410.4 7 ( , L. K. McLEAN ASSOCIATES, D.P.C. -•� ¢� Q f $ J V=(2,510 X 1.0) x 2 /12 = 418.33 CF IMPERVIOUS (RCA PAVEMENT) = 6,440 SF DRAINAGE AREA 8 REQUIRED ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 LP11 •� Lam/ 41 33/ 31� / PERVIOUS (GRASS) = 550 SF C_1.0 - IMPERVIOUS - �t 3 N/F DANIELLA ROREN W\ E d F.G. EL 1 \ / {' y0 C-0.1 " " V-(6.440 X 1.0) x 2�12" 1.073.33 CF (TASTING ROOM ROOF) 1,157 SF �-. h �i / / PROPOSED LG V=(550 X 0.1) x 2 /12 = 9.17 CF TOTAL STORAGE REQUIRED = 1,145.33 CF C=1.0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 9780 OLD SOUND AVENUE I ¢ =35. �' YATTITUC$ NY 11952 O �° I o _ o �� HYDRANT / / TOTAL STORAGE REQUIRED = 427.50 CF V=(1.157 X 1.0) x 2"/12" = 192.83 CF DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY F.G. EL. d r a =36.07 � o / / DRAINAGE AREA 4 PROVIDED (LP4-LP5) TOTAL STORAGE REQUIRED = 192.83 CF �M ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ` TAX LOT 24.5 [-, 6 \ r F.G. EL F.G. EL O ��� I / DRAINAGE AREA 1 PROVIDED (LP1) (2) 10'0 x 9' DEEP LEACHING POOL = ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO Av O I y � u 1D�' WDF24.2 O / �` HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY / / O .p, y. I =36.14 =36.14 F.G. EL /� (1) 10'0 x 7' DEEP LEACHING POOL = 68.4 CF/VF X 18 = 1,231.2 DRAINAGE AREA 8 PROVIDED (LP11) HIS/HER SIGNATURE ANDSEA THE DATE OF SUCH ALTERATION, AND L SPECIFIC Mots / (� _ �- F.G. EL =36.12 ��� I 68.4 CF/VF X 7 = 478.8 (1)10'0 x 3' DEEP LEACHING POOL = ti f STORY N / I DRAINAGE AREA 5 REQUIRED 68.4 CF/VF X 3 = 205.2 DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND �- / =36.34 F.G.F 2 w SAME N �/ I DRAINAGE AREA 2 PERVIOUS (VEGETATED) = 1,185 SF N SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A ° ' �� PERVIOUS (GRASS) = 3,300 SF C=0.1 DRAINAGE AREA 9 REQUIRED RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. S 9�2( 37 E (ACTUAL) / r1- 24.0' I PROPOSED SANITARY SYSTEM l McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE s2P42'feg(DEED) 229.32' ta�F o F=36 27 o I C=0,1 V=(1,185 X 0.1) x 2"/12"_= 19.75 CF PERVIOUS (GRASS) = 7,165 SF SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY (SEE SANITARY DRAWINGS) V= 3,300 X 0.1 x 2" 12" = 55 CF IMPERVIOUS STONE DWY. = 4,741 SF C-0.1 3 / LP3 -►0 5' "1-- / le I l / I ( ) / ( ) ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC I ��� PROPOSED I I / IMPERVIOUS (RCA PAVEMENT) = 3,250 SF C=1.0 V=(7,165 X 0.1) x 2"/12" = 119.4 CF E�----E--E n' °•mac �I� 20'X24.2' ADDITION I C=1.0 V=(4,700 X 1.0 x 2"/12" = 783.33 CF IMPERVIOUS (RCA PAVEMENT) = 3,100 SF © L.K. MCLEAN ASSOCIATES, D.P.C. FOR CONVERTED I V=(3.350 X 1.0) x 2"/12" = 558.3 CF TOTAL STORAGE REQUIRED = 803.08 CF C=1.0 _ TASTING ROOM I I I TOTAL STORAGE REQUIRED = 613.3 CF V=(3.100 X 1.0) x 2"/12" = 516.7 CIF PROJECT: F.G. EL F.G. EL --� I DRAINAGE AREA 5 PROVIDED (LP6-LP7) TOTAL STORAGE REQUIRED = 636.1 CF -� F.G. EL. =36•44 =36.27 DRAINAGE AREA 2 PROVIDED LP2 PROPOSED +CO �`° r I / / =36.35 \ I 1 1 I \ - ( ) 68. 1 CF x 6' DEEP LEACHING POOL = � RPZ IN ? o +, / / \ (1) 10'0 x 9' DEEP LEACHING POOL = 68.4 CF/VF X 12 = 820.8 DRAINAGE AREA 9 PROVIDED (LP12) TOWN 0 W� O F S 0 U T H 0 L D HOT-BOX 6 / 9 68.4 CF/VF X 9 = 615.6 (1)10'0 x 10' DEEP LEACHING POOL = / ENCLOSURE 0/V,off �/z DRAINAGE AREA 6 REQUIRED 68.4 CF/VF X 10 = 684 / �� Q' .7 4 I -PROPOSED 2" \ I \ I I DRAINAGE AREA 3 REQUIRED PERVIOUS (STONE DWY.) = 7,890 SF S U F F O L K COUNTY NY / EXISTING HISTORIC VILLAGE BLACKSMITH ��` DOMESTIC WATER / + TO REMAIN TO BE CONVERTED TO I MA OF CAROL IMPERVIOUS (CONC.) = 500 SF C=1.0 DRAINAGE AREA 10 REQUIRED SERVICE- \ l TASTING ROOM & MANUFACTURING I I C=1.0 V=(7,•890 X 1.0) x 2"/12" = 1,315 CF PERVIOUS = 466 SF ' V=(500 X 1.0) x 2"/12" = 83.33 CF TOTAL STORAGE REQUIRED = 1,315 CF C=0.1 / FM LOT PROPOSED RIDGE LINE I I / I PERVIOUS (GRASS) = 690 SF V=(466 X 0.1) x 2"/12" = 7.77 CF 3 / I I EXIST�G TAX C=0.1 DRAINAGE AREA 6 PROVIDED (LP8-LP9) IMPERVIOUS (RCA PAVEMENT) = 4,240 SF OLD SOUND VINEYARD ,- w_ii w_w� EXISTING WELL TO BE CONVERTED TO V=(690 X 0.1) x 2"/12" = 11.5 CF (2)10'0 x 10' DEEP LEACHING POOLS = C=1.0 IRRIGATION ONLY / / I P/0 PROPOSED T. IMPERVIOUS (RCA PAVEMENT) = 2,440 SF 68.4 CF/VF X 20= 1,368 V=(4.240 X 1.0) x 2 f 12" = 706.7 CF 3 � � / / / / I ' C=1.0 TOTAL STORAGE REQUIRED = 714.47 CF V=(2.440 X 1.0) x 2"/12" = 406.67 CF DRAINAGE AREA 7 REQUIRED PAr TOTAL STORAGE REQUIRED = 501.5 CF IMPERVIOUS DRAINAGE AREA 10 PROVIDED (LP13) (STORAGE/OFFICE BLDG.) = 2,100 SF (1)10'0 x 11' DEEP LEACHING POOL 9650 OLD SOUND AVENUE, 3 �� GRAVEL I DRAINAGE AREA 3 PROVIDED (LP3) C=1.0 68.4 CF/VF X 11 752 MATTITUCK, NY 11952 x-"--=k -x x I / PARKING ' I �� (1)104 x 8' DEEP LEACHING POOL = V=(2.100 X 1.0, x 2"/12" = 350 CF / LP1 sFi , u \� ) / N TOTAL STORAGE REQUIRED = 350 CF / ^ 2.3'� 12.1 �2.4' PROPOSED RIDGE LINE AREA FOR o / 68.4 CF/VF X 8 = 547.2 CF 1N20°09'S5"W ACTUAL SHED �'42.57' /� 36 PARKING I ISSUES/REVISIONS '--LP13 N ) PROPOSED 4" .y0 l LP2 I / / / STALLS Description O. Date FIRE HYDRANT / -37, / I I / -WATER SERVICE UPDATED BUILDINGS & USES 1 6-20-25 x/F z3 ELS�' I�> � / /Y DRAINAGE TABLE I / 9520 0 ND AVENUE \ / LP9 I v' l / MATT1TUCl� NY 11952 / �36 1P5 �� LPs 2�r LP7 r �S I AS PER COMMENTS FROM THE TOWN 2 10-03-25 l TAX LOT 24.3 + 1 q1 LP4 II 1 L'8 STRUCTURE STRUCTURE TYPE RIM TOP OF BOTTOM OF EFF. 3 q / -t�� NAME ELEV. RING RING DEPTH \ I / f- o AS PER COMMENTS FROM THE TOWN 3 10-17-25 LP1 10'DIA. X 7' HIGH LEACHING POOL 37.26 35.26 28.26 7 a / \ \ 0 �oo �O AS PER COMMENTS FROM FIRE MARSHAL 4 11-19-25 / \ \ 9y ,� \ LP2 10'DIA. X 9' HIGH LEACHING POOL 37.02 35.02 26.02 9 °1 I \ \ "�:4 Cb ) - ,�� %f AS PER COMMENTS FROM FIRE MARSHAL 5 12-17-25 p / / \ �, \ LP3 10'DIA. X 8' HIGH LEACHING POOL 36.06 34.06 26.06 8 AS PER COMMENTS FROM FIRE MARSHAL 6 12-29-25 LP4 10'DIA. X 9' HIGH LEACHING POOL 35.00 33.00 24.00 9 / \ > AS PER COMMENTS FROM TOWN 7 1-6-26 ---5� N20 06'35"W 11 �`L - LP5 1O'DIA. X 9' HIGH LEACHING POOL 35.41 33.41 24.41 9 \ / -PROPOSED GIANT ACTUAL) -� PROPOSED _31_ LP6 10'DIA. X 6' HIGH LEACHING POOL 33.63 31.63 25.63 6 / / / �- �38� Nax2a'w tr(DBED) / / �34- ARBORVITAE (6-MIN) 'j DUMPSTER / )�j FOR SCREENING (TYP.) / - LP7 1 O'DIA. X 6' HIGH LEACHING POOL 33.47 31.47 25.47 6 v / � ( � / / / � I / LP8 10'DIA. X 10' HIGH LEACHING POOL 31.97 29.97 19.97 10 LP9 1O'DIA. X 10' HIGH LEACHING POOL 32.45 30.45 20.45 10 v LP10 10'DIA. X 6' HIGH LEACHING POOL 35.05 33.05 27.05 6 � 3 / LP11 1O'DIA. X 3' HIGH LEACHING POOL 35.88 33.88 30.88 3 wL�,� i Lj SITE PLAN ` LP12 10'DIA. X 10' HIGH LEACHING POOL 33.28 31.28 21.28 10 J�,I� U / uLb SCALE: 1"=40' LP13 1O'DIA. X 11' LEACHING POOL 30.62 28.62 17.62 11 4 0 40 80 NNIN,G BOARD v - NSCUI'rIOLD Tu'Yk!� o - - Feet U / WATERSHED #7 rn WATERSHED 3 - WATERSHED #9 DRAWING TITLE. ° r I (LP12) j WATERSHED #2 r (LP2) �; J- - - - GRADING & DRAINAGE PLAN WATERSHED #3 I Design B MF E 'j J r (LP3) II WATERSHED #10 � -� I WATERSHED #4 J (LP13) SEAL & RE: 9 Y 3) - -r J (LP4&LP5) I f Mo --- - - - 7 I WATERSHED 6 5�'P S 1. DF,� ra Approved By: RAS `� Drawn By: MF I -o J-­7 _� ��, - - - - - - �. Q�`� 0��� Scale: AS NOTED 0 WATERSHED #1 WATERSHED #5 ,!• Date: OCTOBER 28, 2024 � 0 (LP1) N � (LP6&LP7) � � � File No: 24082.000 o � WATERSHED MAP Fo 073071 Sheet No. 0 �O o N.T.S. ��F£SSIaN �� C 4 v � I i NOT FOR CONSTRUCTION PROJECT COTTAGE WAY I LOCATION ` . , / , ova S20°07'40"E 350.00' �/ / MPF b ptl,tWAY R/0 p/p I TAX LOT 9 ,Roc reN to _�\ { Nf w - oRv I wRt/as1Et..6' bU s+o � 5Ho }\ •mil S /`},.Y L6•t� 0.Y n6 , 7 OA tZ �. o� �yqy �Ie�Cpi r' �., 1► _ ... _ `\ •�999�i(/ / '�"��'. , f CHM Lw{FM. RFF/, 9 ,. - ' a1 iasa Ia0 LOTIICa TIT.amrnr �" y 6�k ' RFF/ar ar S20'07'40 ' 125.7U e/r rose80 C Arrar cr ,q a G7�3rAtB°LttAC e/tJDAltlrAACzldtrrr JfI1TmClC•7"psi ,y R TAX LOT 23.23 y� ��%$ rirrrmca eBr� 11 �4 ' y o� ,^'� �' `� /. / [o ••. tv.,ro M w� A. b� a COMC�Dr P/0 EXISTING TAX LOT 8.1 � TAX LOST 23.20 a �� �m> " "� " mr�Or►NW3 / - PROPOSED TAX LOT 8.1 h TAX LOT zs.z1 m �b� S20 07'40"E TAX LOT 23.22 r I h m' S20.21'00"E V4t h sM' 30.81' S19'08'00"E sro a sRo '° le 9'04'40"E � 1 9 40 _FEN 195.00, aR t� v ao t 9f.02' } ZONE AHD » 251.f4' S20'f9'0 "E 126.51' r B / r ZONE R-80 FEW our r rex vn,.r, +o n.a �1 Z=$ O I sru aoc rtr �'� .� o/E )� 1zz rrN ty tt / iloN J.']yy - SON +,.� a5•j }nr ' A. . o - - - - - - - - - - - - - - .-.-.--- r k _ 21 \ r \ w rs sa .u` 'QbiSii,?1n f.y� �TEavar w I I Ali r - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - � , SRNC ,. vS "1ja:�b'a}Gily" wt11 } y 1 6 ST" 6« � 1 I 1 I I I 0 LOCATION MAP n I I I q - }. .90 CMACr WAY 1 - 1000 a:mot e/r f+orr or somro;'r ( iurrirocz rr Haas / ,_CATE 0.' P EXISTINNC 7",AX LOT 8.1 I" P 0 PROPOS 'D TAX LOT 24.4 cu,� TAX LOT 23.25 1 PROJECT DATA / J' N16°52'40'•y,r 163.93' "" 19 �` W 1 I I \ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) O /! o+Qs + n A o - -15.0'I I I o NORTH FORK PROJECT 3 (024.004) l! I \ PO BOX 541 e/r cumna s xoearr core CO p 'p I I I I�i t' NEW YORK, NY 10012 / g Aaluvs I I b / M a 4 I I 508-636-7010 / ' f 3'° f°` S2OV6'00"E \ / / L- - - - - - - - - - - - - - - - --I (ACTUAL) 8 TAX LOT 8.2 v b 70.0 1 - �"""�' 223.38' " \ TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 I J l Q` a8i _R28.0' ---- --- ---- -- - - --- _---- --- _-------------------_ --- _----__943.00 --- F--- I�'t•. - - - - - ZONE AHD t=uxm+ - - ZONE R_40 o.5't -- -----� --„-- -------- ----- - ---N20.32' 0" - - -------i-t- - - ------ # --8>fiT5�----- _ _ LOT P/0 008.001&024.004 �. N20°32 40 W -- -- -- - -4 -- "?--- --{� �- I EXISTINC PROR3'Y - -r-- do Zw e-_h �: zoNE R-so SITE AREA................. ra�+ \ �.8�.-....,.. a --------------- ' ----��". \s S 548,558.44(12.59 ACRES) w� ,' N20032 40 W 5.0' a --�35.9�2---i- \ x $ a , i aR281Jk < I I e \ ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) A. • , e/r aflame w yb4/ O 0 / AMA°rrTMX Or ff"2 O V \ USE........................... , U WINERY/FARMHOUSE co e ,y 1 / TAX LOT 24.5 t h - SITE CIVIL ENGINEER: psi N 24Ls1s Zo'srE (ACTUAL) - �•� I I I I I \ ,�, 4 .r+ru•.r,®7 229.32' �}';` � PROPOSED \ s HYDRANT - - - - - icwr-mr- -- - - -- -/ k /'` I I I I I �'•"'� -t e'-. - , ,r 1; 15 0, YAP OF CAROL SUZJ"AAr L. K. McLEAIN ASSOCIATES, D.P.C. /^ - - J I I I ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD. BROOKHAVEN NEW YORK 11719 r - - - - - - - - - - - - - - I A FIRE TRUCK T I m �� I PY LOT f 1 \ \ p WHEEL LINE (TYP.) I EXISTING TAX LOT 24.4 _ � I P/rO PROPOSED TAX LOT 24.4 I (� N IT IS A VIOLATION OF IfHE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE ` R28.0' I ( I I I \ \ . V + \' DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY FIRE TRUCK �-'� \ ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 20- I R22 0' BODY LINE (TYP.) i t i PARCEL 2 i I I \ d ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO ( �t I \ �a _ ` \ HIS/HER ITEM THEIR STEAL AND THE NOTATION 'ALTERED BY" FOLLOWED 8Y :r- ._. � HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC F / ��i}flnck'Ij1.' I / N20'09'S W (!ACTUAL) sn:., 242•b7' I I FIRE TRUCK / I I Z$ \ DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND (TYP.) I I % SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A �- / I L - - - - - - - - - - - - - - - - - - - J O RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. A:OLD l �/ �� I ( \ McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE MATrrrU=K mr nBaB / �� R'L8,0' \ ` N SUBJECT OF A COPYRIIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY TAX iLOT 24.3 % 24' ��_ �i� I - J ` ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC �6 ---- - M L - - - - - - - - - - - - - - - - - -- - - - - - - - \ © L.K. McLEAN ASSOCIATES, D.P.C. I ITI / , - -.s •...r.r ..+. -. .r •_.._.. r ar.•�=�� . - .W... .•. -::w°`..�, �r..�r-r•_.....s.,-_-..r �,..����...�..�.._�,..•_-..r�r�-r n.��._..._•_�r...�.�.-_-..�.-_•...�.".-�-� al.�-....sr.u-,..• -�.-.,.-.._.s.�-..-tJ PROJECT: p N20.06'35"W e/r cwmrr or Wrmu O-p TAX LOT 4.5 1,258.22' N(ACTUAL) TAX LOT 5.1 (ACTUAL) („mA�, TOWN OF SOUTHOLD w � tio��o�w 5 ET BA C K 81.55' SUFFOLK COUNTY, NY " p N U r/r surwu cwa1T Anrrmam- �� � TAX LOT 25 OLD SOUND VINEYARD P 9650 OLD SOUND AVENUE, SITE PLAN � ~� MATTITUCK, NY 11952 �� SCALE: 1"-60' �f ISSUES/REVISIONS 0 60 120 Description No. Date Feett AS PER NOD FROM TOWN 1 10-28-24 AS PER COMMENTS FROM TOWN 2 10-3-25 AS PER COMMENTS FROM TOWN 3 10-17-25 rn 3 AS PER COMMENTS FROM FIRE MARSHAL 4 11-19-25 v _v AS PER COMMENTS FROM FIRE MARSHAL 5 12-17-25 En o _ a Q o ° N 41 I.L rn rn c Aerial Fire Truck Overall Len th 39.000ft " " 0 Overall W i d 8. 1 67 f t P�,PaPjiPac BOARD � Overall Body Height 7.500ft M1in Body Ground Clearance 0.750ft Tlrack Width 8. 167ft '- bock-to-lock time 5.00S DRAWING TITLE: U / M1ax Wheel Angle 45.00° FIRE APPARATUS PLAN 0 a) FIRE TRUCK DETAIL SEAL & S RE: Design By: MF E f- p� Drawn By: MF o N.T.S. ,�Q�E NE�'r Approved B RAS o v S� S L. ti(>�� Y o Scale: AS NOTED Date: OCTOBER 28, 2024 � o N p 0 o File No: 24082.000 N N �4 Sheet No. c5 Co ®� 0730 71 V 0 °FfssloNa�-�� C 5 FULL SIZED PLOT SIZE: 22" x 34` I i PROJECT PAVEMENT/SURFACE SCHEDULE LOCATION SIGNAGE ' FOR „ ACCESSIBLE SYMBOL SECTION/DESCRIPTION REMARKS PARKING 6„ W W W HYDROSEED AS SPECIFIED GRASSED AREA 4"(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED SURACES NOT SECTION FLUSH CONCRETE SIDEWALK W W W W J W W I M I M I M i M I M I I ORFPLANT D) COMPACTED SUBGRADE OTHERWISE PAVED PLAN NOTES: 5' MIN. W W W W Ti oy W W W W W 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR REVEAL 35B SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 0 8" COMPACTED RCA PAVEMENT LOADING _ 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND ' o _ _ _ _ _ RCA PAVEMENT PRECAST OR APPROVED EQUAL. I I—III—I I—III—III—III COMPACTED SUBGRADE 11 SOP•(TWirP)L ` :' ��=" v o o I=1 T II�I—I T I—I�I_I�I—I LOCATION M A P 240 HEAVY DUTY FRAME & COVER N.T.S. 4" (TYP. 1' = 1000' 0 0 0 0 0 6' DEPTH ANGULAR CRUSHED pp BLUE J STONE do FINE DUST GRAVEL PAVEMENT PROJECT DATA 0000 o PAVEMENT ... ` Q� I I—III—I I i—III—III—III COMPACTED SUBGRADE APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) 0000 1 —_24��---� o MARKINGS 1=1I1=1I1=1I1=1I1=1I1=1 NORTH FORK PROJECT 3 (024.004) 0000 1_ vooc 6" PO BOX 541 NEW YORK, NY 10012 BROOM FINISH, STEEL TROWEL EDGE o o 508-636-7010 vvS -I (UNLESS OTHERWISE NOTED) =y,. SECTION " ° 4" (3500 PSI) CONCRETE TAX MAP NUMBER..,.. DIST. 1000 SECT. 122.00 BLOCK02.00 CONC. WALK LOT P/0 008.001&024.004 =III=III=III=III=1 PLAN NOTES: , . _ — — — — — COMPACTED suaGRADE 548,558.44(12.59 ACRES) '° SITE AREA...............,.. 1. MATERIALS SHALL CONFORM TO ASTM A48 CLASS 306 OR 356 ZONING...................... R-40 (0.74 AC) / R-80 (11.85 AC) 2. LOAD RATING SHALL BE AASHTO & HS BROOM FINISH, STEEL TROWEL EDGE T` (UNLESS OTHERWISE NOTED) x x x� USE........................... WINERY/FARMHOUSE 20-44 HIGHWAY LOADING a B' (4000 PSI) CONCRETE W/ #5 X X X a % BARS O TO M 12" O.C. EACH WAY TOP do CONCRETE ADA 24 0 H E AVY DUTY FRAME PARKING AREA SITE CIVIL ENGINEER: I I I=1 I I=1 I I=1 I I=1 I I=1 I I COMPACTED SUBGRADE & OPEN GRATE COVER N.T.S. TYPICAL ACCESSIBLE PARKING DETAILr: zI N.T.S. L. K. McLEAN ASSOCIATES, D.P.C. ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 10'ASPHALT APRON DETAIL DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS 24" TYPE 3 RESULT OFCONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER OAND AL.K. ASPHALT PAVEMENT McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 1 4" TYPE 6 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ASPHALT PAVEMENT © L.K. MCLEAN ASSOCIATES, D.P.C. PITCH PROJECT: EX►SITING TOWN O F S O U T H O L D ASPHALT PAVEMENT a o �o CC, SUFFOLK COUNTY, NY lV o ate✓ 0 8 ON-SITE RCA PAVEMENT 0 OLD SOUND VINEYARD 6" RCA ASPHALT APRON 9650 OLD SOUND AVENUE, N.T.S. MATTITUCK, NY 11952 ISSUES/REVISIONS Description No. Date AS PER NOD FROM TOWN 1 10-28-24 8" THICK REINFORCED DRAINAGE NOTES ADDED PAVEMENT/SURFACES SCHEDULE 2 12-17-25 CONCRETE TRAFFIC BEARING 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 RESERVED SLAB 24" DIAMETER PARKING SEE SIGN SURFACE AS PER CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS FOR PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS IN ACCESSIBLE PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE DETAIL PARKING BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE °' ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NOTE: 4" MI THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT SIGN HEIGHT SHALL BE SET vi BE SHOWN ON THE PLANS. TO MAKE IT CLEARLY VISIBLE a " BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN TO ALL PEOPLE WITHIN THE 0 8 ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE DRIVERS SEAT OF ANY ° ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. VEHICLE ® ® ® ® ® ® 1 NO DIRECT PAYMENT WILL BE MADE I._12 7 ® ® ® ® ® ® 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET o STEEL POST GREEN BORDER (3/8") AND m Ell ® ® ® ® FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED (2"X2-) LETTERING (2" HEIGHT) c HIM o°° ® ® ® BY THE ENGINEER. RESERVE va o WHITE BACKGROUND AND "'""°""° L °oo°q• ® ® ® ® 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. PARKING 3/8" MARGIN HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE 4_0b SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. 18 r o EFF. DEPTH AS PER :SITE PLAN (SEE -• BLUE INTERNATIONAL � jriii u / °°°o• 4� s$ovo' FOR SIZE • ' CONCRETE BASE 10'D DEEP PRECAST ) z SYMBOL OF ACCESSIBILITY o I IIIIII °� ® ® � ® CONCRETE LEACHING 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS ••,I I: ,•: RING — UNLESS OTHERWISE NOTED. _ ti t pi KING FOARn rn ® ® ao 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING I 3/8" GREEN BORDER °° �•: v =I ® ® ® aoa o DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND '. • L_12" 1 1/2" GREEN LETTERING DRAWING TITLE: SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF " j �_ ® ® Q°°��o`� TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND 6 ACCESSIBL WHITE BACKGROUND AND 0 p I I I I— I HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT 3/8" MARGIN SITE DETAILS p = °o TILL— PAYMENT WILL BE MADE FOR THIS OPERATION. oa �°og 2' MIN. - SIGNAGE FOR C o��Q0 o°000y,`"o 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". od q�e8°oo°obaa CLEAN SAND & ACCESSIBLE SIGNAGE FOR ACCESSIBLE PARKING Design B MF '� •. Ogs^'d�od�qo°8a ;` GR(OUND d d�°�•°°�a:oe°° GRAVEL FILL °-� WAITER REINFORCEMENT NOTES: SEAL & URE: 9 Y� rn c AS APPROVED o „ BY THE E.LC 1. STEEL REINFORCED ON LEACHING SECTIONS N.T.S. ��OF NE Drawn By: MF o `� NOTE 1: 2 MIN. 10'-0 2 MIN. SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. PARKING ��� S °��or°� Approved By: RAS o CLEAN FILL MATERIAL, IMPORTED N.T.S. .� .�� Scale: AS NOTED FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL 2. STEEL REINFORCING ON CONE SECTION 12-#2 Date: OCTOBER 28, 2024 0 o ORGANIC MATERIAL &; CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. File No: 24082.000 N.T.S.N N Sheet No. 073071 V� o N NOT FOR CONSTRUCTION o - FULL SIZED PLOT SIZE: 22" x 34' I i \ � , � �'0�T AGE AY - _ \ - \ \ "\ \ \----,, __ � ,� . _�_ ,\ ___ � , � / � ��� �// - - .. / b .", I DEVELOPED /33 i I� R 1 ____ \ \ \ I /// �- \\ \ �E,\\O� ��/�� / \ \ ::.:,'; ­- " .-- �1� Y/ gb, `q�,_ / S PUBLIC WATER x a Nr �� z h a 1 ` I N t ) � \ k / /pam / \\\ \\\\\ �\� \\\ �// /// \ \ \ \ y. j - � / 1 0 1 , \\�V♦Oic• / / 9 ,g„e. / n N %b 1 p') ,0 1 '� _ `3 - 1 / \ \\\ �� / ,,,� \ \ \ � A ..r,-"tl \ �y� �/ I 11 J .7 4 OR,.snY R/0 T'AR 9 -� \ / O \ \ / __ 1qs. DRY DRY.' R4i/(1i�}1.8�/p_y}I I fRw[ D/ f° N I'p I o� /�o•+.N 'Ek.' Y,z I n,\ a \j O �� \ J / / // '�O/- \\\\ \\\\\ \\\ \ / \ \ 'A�e c+ Q2 �µ�y�Ny / �' y� _X__ ( 1► IISOx ��,��/ M 'S oY +� V O � Y ` a / / /// \ \\ \ \\\ /// \ \ 9<s `\ �S' -1- H� /!�DV \ � / h 1 A `Sound 11 \ V a,nrw u1c ram. U \ Ltl1TIGa I.11 z N NONE -Jf-1 Ola IYIOx �+a u g 4 8 Sout,d \ \ / /�+ ytx S20'07'40" " 1 5.70' 777!!1l118888885SS555 �e°cmTec:>.�r - I .e $8>q I 'y �� \ I a7+ /. z JuiTlli C6x! t l/u7R7ncR. ,t8st / O 1 .h "� EXISTING E x/r w Np metUrt xamr o��5 Ai peer' N w�� w / I / / /j�� \\\\\ \\\\ \\\`-�� /(L / \ \ / / / ( A� TAX LOT 23. Sao oorr�ca•er ito vm N -hv 'y18� 19 !! �a w 7� \ `h ,s W Y C `t 4 N \ \ d Are"_ Sound Ave.•. (p r GREENHOUSE. co �t -•.0►,4 ti r� b c„ b • eoo cmr+ca o /\ / / a R p r NT tr95t _-ptdmvcR N7 Y7S5t N ,� I. m +e o e // / \\ \ / ca,i a► ► CO ;,► ..l a.c p/s wur scmoor I / \ \ \ TAX LOT 23.20 I� w�> � � �/ mffu OEr Sff \ �\ = r TO REMAIN --T LOT 23.zf �, co' S 07'4 E AX LOT $.�2 ` / \ / M h » I so.e1' / -� \II szo•21•00�$ „e, 1 / / ` \ \ i / / �a ".. � ,.2 �'] I� f9. „ S� 3�D b'W 3 I 4� / // / / / \ 1` 111\\`\\\\ \\ / /� \ \ \ f '4D �i < FFyRRHRHIKHII fQQf ---� 00 ae't 2 t -2;0 y �, 9'04'40"E l / / /(O / �b4 / �" I eo R 4p }a I z_� 4 - ` �Z E AND +„aR 251.14' l S20'9'0 "E S1• ram+ / 11 11 �� / \ \ �� \ �bC s , I ZONE I f I \ �„ �z� • J: DEVELOPED s pNE Bp EXISTING HISTORIC & _ \\ \ `,., , J e s, +y' 1 4 -J 7 ,'a�w• i,j 4'& / / 1 11� I��111�111 \� / \ \ ; a R- } / m ��, v .Tx '' .z+".s �c'', }ar raw },.r ZON R-80 s¢ '." \ ,•b' 1 T. :'; PUBLIC WATER m sZ +' 1 - \ }a, RENOVATED SMALL BARN &�x x - x�-_,/m �" x -� �� r y { ....-:- D 3 4.6 - ��x x�_x /a I� -�-r x _ x / 1 / / \ \ \ 3 �b��`'- - • ?r t `' 1•�•D8"IK', r POTTING SHED TO REMAIN \ _i �- / I '� / 'I I III III / �� ., : :' xL \ - / 1 I III \ _ P / 2�,5 n ;ar„ �r„' �� TEST HOLE' `_. / u� , . �.'.' \. I I \ / � / i rY rd�c o� .., a".c�3,',, r LOCATION I -` `. I I I I I / %{/ . .(:. / / I � ' _ : .LP Iy4 3 j . : :11 \ .'. . -�- I II I I \ \ \\ n :ro ." `� � `..d•"'`'� \ J I . . ..I. . . . . . . . - . . . . . . J.'.'.'.".'...._. .'.'.'.. . .'.'.'.... .'.'.'.'�. . .. .. . I III ' ' IIIIII II' i, g/ \ \ ' srcR `\ . . .'.'J 1 1 I I \ PROJECT �, h / / -1 � - _ 3`� \'.'.4 .' l . f. . . ' . . . .'. .. . / .'.'. . .i .'.'.'.' ,1.'.'.'.'.':' . . \ I � I I II I \ \ ` \ LOCATIOIN r r /� i \ :� : I _. . . ' . ;_ . . . . I I i IIIII III -\ -� � r` R. �'` (o > PROPOSED U.G. \ . . . . \. . \. / t},goy ,- _1. \ . : ' . I I x rarxDrsaorwt� I I I �� 4 v / WATER SERVICE ` K. . . \. \. .'.' � . ../' . . . ' ' ' I aa°r�sir M at I I \ 25--� f r .'"` J 4° / - \ I (j - \ PROPOSED 30'x70 . L'.'.'..'. .'. .'.'..' J �: / ". .'.'.' /. .'.'.' I II I II III \ / + �. / �Rs / I I_r , �/ STORAGE/OFFlCE \ . . .' \ .'.'. .'.'.\ . .'. . .'.'.'.. . . /. / I I I I I I TAX LOT zs.z5 I I III I t' \ �- - / I II 1 \ ? / / �_, } rsroa+D n PROPOSED U.G. N . . . .'\ . . .'.'. / r. / I \ v _'� FIRE SUPPRESSION b y BLDG. \. . . .'. \ . . . .:. . .'. . P.JCANTED.A ARINO. . / . . . . . . . �c I UNDEVELOPED I \ LO C AT I 0 N M A P �`/ . . . . . . .'.'.\. \ . .'� . . . . . . ' . : .:: ::. : /:: : . . .':' : . : . :':' / . . ' �. . . . .'.'. ! I I ( � �� III III \ \ \/ a WATER SERVICE' `� I o +D.S' o: �s \' \. �. . / II \ �// �� I t/ �s ` \ \ - \ N.T.S. / r \ \ . : . :'. . \'.'. : : / - 11 I /TI I J (. . . . . .'.' . . .' '\ . . .'. ' . �\. . .'.'.'.'.' \.'.'. . .'.\.'. .'.'.'.' .\ . . . . . .'. . . . . .'.'.' �. . . . .'.'. \. . . h .. \�_ _�i/�� / I I \ x/r cexDrca:pmDaar pax ` ,, PROPOSED U.G. y / '� I I \\ // I I /� _,__j l eeoo opo SOUND araAoa \` / + // / I ` \\ / HdlTI7UC�err t>85t i3G ELEC. SERVICE 0 \ . .' . . .\. . .' .' . . . :' I / //// / \ \ \ I �j / . . ..'\ . . ..'. �..'.'.'.'.' .'.'.'.'.' ' .'.'I :'.- \. \: : . : .' \ . .'.'.' \ . l \\�2op"$-�� / \ \ PROJECT DATA �/ TAX LOT 8.2 \ L_' .' \ �1 1= .'. .'.'-'\ �_�ACID�iLJ� //////// +, \ \ /� / �\ DEVELOPED RaR I \ \ :.'�� : .':':' :�.'.'.' \:':' .'.'.'.':':\. : : :' '.' \ \ . .'. .1. . .' ' 'I / \ .vn,ranav7� / z \\ / / APPLICANT OW o.r- ar♦ -PROPOSED - - � - \ - - - � _.T. . - - - �-�`' - ON D/ -� ZONE R 4 / NER... 2 (00 O1) w / PUBLIC WATER \ -- - -- - - -� =:=--- . . - � �- =- _ E/r��� � \ \ NORTH FORK PROJECT 8 0 \ rSraxab} N20°32T40"W 20'x24.2' ADDITIONS _� / - �/ _ _ _ - - _ NORTH FORK PROJECT 3 (024.004) / - - - - `t , FOR CONVERTED -�a -4 \ -y\1 ({ - - / �. �' tij l (gip - u � ZONE R s �- PO BOX 541 os{ �S;�s7 TASTING ROOM �. n ry - _/ '� ) \/ NEW YORK, NY 10012 / / W / /�'I .�"_'� p' - - - _-I - - - -.N 7,N - -- .-.-Ap. - - !. .' . . /. • 7L �- / / \ �. / 508-636-7010 q ti / / .� I y / . .'/ / ) l 11 /// \\ 1b'I, + �3 y -5 _/ / _ O / h / / f\ \ TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 11z) 5 / /�, x/r Amu"aaaax \ _ - Q/ 3 31 O it . . . / . l I / l / \ \ g o O RM oLD SOUND AYEAW ^� / '\ LOT P/O 008.001&024.004 / r? b. 1!IlTpf4C$ier neat '` LY f l f' l N PO . .PLANTED .'. PROPOSED � / // /I/ ,� / TAX LOT 24.5 a � \APPLES:. . i �`� ` � / // / \\ \\ 548,558.44(12.59 ACRES) o "'� , I HYDRANT o / / SITE AREA................. � l I I / / � 1 -4 /O / r� DEVELOPED \..' ' . . Q ' . .771 . . . .'.'. - I--. _.. I ' I I I l l I l l l \ Yi PUBLIC WATER h,s+oRY '� �. / / /////� /// N� I / \ _C-j0 ' '�- . .'. .'.'. \ \ I eQo / \�� .R,,E Q _ . .' . . I. I . . ..� ' . .'. . .' . . . / / / \ ONING..................... R 40 (0.74 AC) / R-80 (11.85 AC) / S 9Q E- __. L) 229.32' ROF' tav PROPOSED SANITARY SYSTEM/.'•' .'.' .'. L: ' '.'.' �. , . . I.'. .'.'.'.'.'. .'.'.'.' I l .'.j.'. 77 // /// 1 / to.s; Ir 1.S ENLARGED SITE PLAN) .' ./. . .'.'.'.' . . .'::/ . .".'.'. . . .'/'.'.' - .... . >� 1,. / / ///// \\ \ \ USE........................... WINERY FARMHOUSE / / // / / �, \ \ l /r. I . . . . .... / ry i :-�-:-::::(--:-:-:.* :, , , . . . ...). , �::�.::::::� // // ///////// / I l i I . I I PROPOSED �. •-- .'.'. .'. �` + �• N P / S TE CIVIL ENGIN EER: fo OUTDOOR SEATI G FOR 40 PEO LE 1 X: �U:G.' ELEC..'S�RVIC .'/ � \ E E E / . . l . I �� I ap "R: RPZ IN O \ !- I � � / I l b; f HOT BOX I-". . _ Y 1 I. \ \ PR P t'p�. 0 OSED 2"ENCLOSURE111, ":� MI EXISTING HISTORIC VILLAGE BLACKS TH b / � $ t 11 I. . '�ii' '�`> ,111 DOMESTIC WATER I I ' TO REMAIN TO BE CONV REED TO 1 / / E I / / / / / / P / ,',I LA D G A� /WI /I E PI / o N� L SERVICE 1 1 / J / •a. I ASTING OOM & MANUFACTURING / \ m.T R I' I f t m .-PLANTED MERL T 11 30 / w w,=. '3 .' �/ '� ` �yy+ V / y�t/ / IS ING WELL TO E CONVERTED TO I /.EX T B // w I I o _as. I % I \ � s . /. \ z, IRRIGATION ONLY 1 0 °10 NN.•> I 1 N I/ I I I • 11 10'MIL '/.' / �. .'/' 1jr / . I' / /. / { / / / :l I / L. K \M I I CLEAN A f. / �"` SSOCIATE S D^.P.C. .' PLANTED CA FRA C I.' �. � . ..' ".' � � . W. _ l \ 437 SOUTH C INT �A�� +6 -am ENGINEERING AND SURVEYING Ol RY RD., BRDOKHAVEN, NEW YORK 11719 9M I / Ixn. 242.57' I .' f I. .�'.'.'.'.' . .'.'. .'.' /'. / /\ ^) 20'09'S5"lI�(1 TUAL) slrn ®. /. I / .' 1 I. . / \ \'.'. �: I : \�% . J f l r►(a®„ .'. I.'.'.'. .'.-. I. .'.'. l '."I - .\ '.\ .. .'. IT IS A VIOLATION OF THIE LAW FOR ANY PERSON UNLESS ACTING UNDER THE _- 39 .': . _ _� \ - // DIRECTION OF A LICENSED ARCHITECT ENGINEER TO ALTER IN ANY WAY ANY 1 / i l. . r-\ 111 \ /�1y �J x/r ss aL}17DN aarYrSc ®' ' ' ' � ./ _/� / ( / \ 1✓ ITEM ON THESE DRAWINGS. IF AN TEEM BEARING THE SEAL OF AN ARCHITECT/ / a5m �►aNva xU 1 PROPOSED 4" 36.�:- - I.' I , . . � I / I ( ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFU(TO FlRE HYDRANT , 1 �' ' GRAVEL PARKING I' .' .'. . ( � ///I/ I \ \ HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY / T LO)T 24.3 �,� AREA FOR 36 I / / / l 1 I I �\ \` HIS/HER SIGNATURE ENE) THE DATE OF SUCH ALTERATION, AND A SPECIFIC WATER SERVICE b 0 �, ' " �.' . f / I PROPOSED L�.'. .' // / / "� \ DEVELOPED 6 :�: y,; PARKING STALLS ':{-j.._ ; z` ; ; \ \ DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND THRUST BLOCK o ;;r: ;; �_ ( / / / \ I ' t / SPECIFICATIONS HEREIN ARE IN D PUBL'IC WATER "r'' - / / \ TENDE FOR THE SUBJECT PROJECT ONLY AS A AS DETAILED ON -,., �;: \l JI \ 1 _ -_ i}' ® ./ \ \ '•L / I 'V \ RESULT OF C NTRACTUJA O L NEGOTIATIONS BETW EN 3 TY _ J E THE OWNER AND L.K. S P. ( ) \ � x �� ���'�� nrAr,•� ;:�`��';:;;ate"` y'e�aa�ar' :,`^ica�eiese��`. '; ,�'a�+e�eeTn� "'` s�eter�lr��e`'. � - _FAO \ �_ ��� ) -� x x x �,.f.. Gam, \ 171 I x -- - x x- \ \\\1 McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE / / /' � �\ / _ N/r oF\AW"Ls p / R 1( ( r� c� c� SUBJECT OF A COPYRIGN IT PETrrION AND MAY NOT BE REVISED OR REUSED BY �� 0 OV 35 W �- �`L - T LOT 4. ^ (o �� ry / /� ry o? � J M CD �+ r7 d (o j i rn O N N N N N a� .9\ \ ` f,258.22' \ 7 A \LOT 5.f / / / ` ' O \ �$ ) / / �� PROPOSED 31 J� N N c, /M I_ p� U1� P c�' N NN(.1 �I 30 1 3 N20 1'$5"lI ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / / / 1 O� 1 / O� / / / / ( / / / / I I 1 \ ` I I I I ' i I I I I l \ \ \ � I \ (8f.55 L) \�\ \ \\\ O H� , � / •��r� /� 34 I DUMPSTER I�- / /� � I J � � E T'g A C K 111 `°®) c L.K. McLEAN ASSOCIATES, D.P.C. / L / r / / / / / / / \ � 1 I I ' I I I I I I I I I I I I I 1 1P�yam► -----�� _. \ N//�Comm 1\ \\ PROJECT: 1 I J / �`_ / / ,z UNDEVELOPED �I�T,t� � �` �s AX LOT 26 ` 1 \ / \ � 1 / / / \ I 1 1 1 1 I / l I l l I I I IF,�X�'C� \ \ \ \\ TOWN OF SOUTHOLD / / ` P 1 \ \ UNDEVELOPED \ \ / / _- � ) ) ) ) \ � I ) I/ / � I ( / / ,� / ) � I 1 I I I 1 / / / / / I I�141' ( \ \ \ \ \ \ \ 1 � � �,\ \ \\\\ \ SUFIFOLK COUNTY, NY � l ; - � _ - ��� - \ SITE PLAN � ,�/ , p SCALE: 1 =60 / OLD SOUND VINEYARD / I PROPOSED. 3,540 SF 1 0 \ 0 60 120 I I � 2 STY. CCC���"' 1 \ Mild STORAGE BUILDING Feet �� ' � WITH SLAB ON �. -1 \� / GRADE 0� O I / (F.F.-35.2) 9650 OLD SOUND AVENUE, __ PROPOSED \VENT W/ / \, � MATTITUCK, NY 11952 CHARCOAL FILLTER 18" MIN. ABOVEE GRADE, 0 0 . 36" MIN. FROM ANY 1, �' o col \\ -- ISSUES/REVIISIONS - - - - - WINDOW 0)R DOOR_ _ - -�- - - - - _� - - -PROPOSED FUJI CLEAN " SEE CROSSOVER DETAIL 0 LEGEND: Date: 11/6/24 NOTES: Description No. Date CONTROL PANELS IN m PROPOSED CONCRETE SIDEWALK 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. AS PER NOD FROM TOWN 1 10-28-24 NEMA 4X ENCLOSURE / , 2. NO PRNATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED --x=- MOUNTED TO BLDG. ` SANITARY SYSTEM. SCDHS COMMENTS 2 02-1 1-25 a 33.5 Brown bam OL 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY � ABOVE BLOWY RS. / ti� W " PROPOSED RCA PAVEMENT 33.0 -------- 0.5' SYSTEM. AS PER COMMENTS FRO M FIRE MARSHAL 3 11-19-25 J PROPOSED THRUST 4. THERE ARE NO EXISTING SANITARY SYSTEMS ON SITE.'� BLOCK / 3 ' O� PROPOSED GRAVEL PAVEMENT Light brown silt ML 5. PROPOSED WATER SERVICE TO BE INSTALLED MINIMUM 10' FROM EXISTING AS PER COMMENTS FF�OM FIRE MARSHAL 4 12-17-25 %y A -� �, r/ti - STORM DRAINS AS PER COMMENTS FROM SCDHS 5 12-30-25 - �- --1 -�- - - - - - � F- - - - - - - - - - / PROPOSED BUILDING 30.5 3' \ '1 ' ' o \`I� y � 0 1 IN• �6/� ti2 ti� „_ PROPOSED TOPSOIL & SEED -------- z ' 0 0 r. � / 5 l01 MIN. 10' MIN. ` / > , D L, \ ® 8' MIN. " 5' i ��/ /� PLANTING AREAS . _ M - I �� / /�., _ LP3� , / ____ PROPERTY LINE o PROPOSED` 0 \PT - - �`\� `- I FE 1 / U7 MlN STY• 484 1 O o ^ It /� / / 10 PROPOSED CONTOUR /n SLAB SF 8' / ,___' / Pale brown fine sand very fine sand SP ADDITIO NGFODE ' .DM S -11.0- - EXISTING CONTOUR CONVERT R v E ST ED �' `� 3 TASTING ROOM e l B' My N' I 0 j / `� r� p t L.L. \ \F F�3, 1 LP2 I r�l PROPOSED DRAINAGE LEACHING BASIN ;i \ / Jhly U / LULU - . ` \ ,` 0 0 �T 1 O'MIN.-.( �\ l EXISTING t . . . SF �N R �5, - .1 $ / I PROPOSED 15" CPEP SLOB �" �N DRAINAGE PIPE 5�U I rwL� I�ti.' a CONVERTED I M�"`` ' -- PLANNING BOA RD o \. BUILDING TAS 6NG MIN ; FE 1 I PT K OI PROPOSED PRETREATMENT TANK F.F•= I , -0 F- s .I . I- GT\0 O) PROPOSED GREASE TRAP .- w w w _ I ST DRAWING TITLE: U ® / I PROPOSED FUJI CLEAN I/A TANK W/ / OOP H2O CONCRETE SLAB 16.5 PROPOSED SANITARY / �I j / - - . - . I NO WATER ENCOUNTERED P LA N PROPOSED MAC I I �LP�1 PROPOSED 10'0 SANITARY *HIGHEST EXPECTED GROUNDWATER @ EL. f-1.5 > I I . I O I LEACHING POOL "R" AIR BLOWER � �`_� 0- / MODEL MAC20OR11 TEST HOLE SEAL E: Design By: MF ON CONCRETE PAD 11--� �OF NE Drawn B MF M 0 / TO BE HARDWIRED I k FE 1 PROPOSED FUTURE EXPANSION N.T.S. QZ Mi y y PROPOSED THRUST ( / l." O A roved B rn TO CONTROLLER `- ' TEST HOLE PERFORMED BY MCDONALD GEOSERVICES 11/06/24 I "gyp 'P o - - BLOCK - 5 S f pp y: RAS -v I \ I I 5 PROPOSED SANITARY PIPE ; yyVL 0 o w- PROPOSED 2" DOMESTIC WATER SERVICE Q Scale: AS NOTED oO p \ 1 E PROPOSED U.G. ELECTRIC Date: OCTOBER 28, 2024 N CN I I � TEST HOLE LOCATION y 1 = SheeFile t, No. 24082.000 � � ENLARGED SITE PLAN � �°� b7�°" OF A SCALE: 1"=20' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVIC SJ £ssi�� E FULL SIZED PLOT SIZE: 22' x 34" 1 I Wow- STORAGE/ OFFICE I/A VENT LINE TO BE 24" HEAVY DUTY, WATERTIGHT, BLDG. F.F.=35.20 C01 SUFFOLK COUNTY TYPE "F" PROPOSED TRAFFIC 2"0 MIN. AND PITCHED N TRAFFIC BEARING AND LOCKING F _" 20"0 HEAVY DU , WATERTIGHT, FRAME do COVER TO GRADE '.- sou"dp TASTING ROOM ADJUSTABLE CASTING TO GRADE BEARING, HEAVY DUTY AT A MIN. SLOPE OF .75" TRAFFIC BEARING AND LOCKING . BLDG. F.F.=36.10 CO2 CAST IRON FRAME AND PER FOOT mE 36.00= PVC PIPE FROM MAC "R" FRAME & COVER TO GRADE GRA o9A COVER WATERTIGHT, BOLTED agVendpye SoWdAve g 2 BLOWERS TO AIR INTAKE PROPOSED CONCRETE `¢ LIDS WITH GASKETS TO AS PER MANUFACTURER'S a VAULT AS DETAILED GRADE. REQUIREMENTS - 8 TRAFFIC AS DETAILED EL. 35.90 BEARING SLAB GRADE EL. 35.60 .1 e PROPOSED 6" _. P-TRAP WITH I 2--6-1MAX. ff INTEGRATED < 6" DIA. A A SDR 35 PVC PIPE PITCHED CLEANOUIT TO „ MIN. 1/4" PER 1' GRADE EXISTING 12" MIN. PROJECT FOUNDATION PROPOSED " i J � LOCATION � DR35 PVC PIPE PE SFROM BUILDING, 1 -8 PROPOSED 4" N WALLM. WALL - " SDR35 PVC PIPE 6" SDR35 PIPE L EPTIC FROM PROPOSED FROM STANK LOCATION MAP- 6 6" CAST IRON SANITARY GREASE TRAP 8" INV.=31.60 4" SDR35 PVCN.T.S. ENETRATE FOUNDATION (INV.=32.10) 4'-O" PIPE ® PER 4" SDR35 PVC MIN2' " LIQUID DEPTH .. FOOT MIN. PIPE ® J" PER STORAGE/ OFFICE BLDG. INV.=33.20 4 PROPOSED 6 SDR35 PVC PIPE (INV.=31.50 FOOT MIN. TASTING ROOM eLDDc. INv.=34.1 TO CONNECT TO NEW 4" SDR (INV.=31.33) PROJECT DATA BAFFLE 35 SANITARY PIPE USING APPLICANT/OWNER.... NORTH FORK PROJECT 2 (008.001) BUILDING C.0 N N E CT I 0 N & C LEAN 0 U T WALL ECCENTRIC REDUCER ,TO GO NORTH FORK PROJECT 3 (024.004) (C01 & CO2� 6" FROM 6 TO 4 PIPE. PO NEWB�ORK41NY 10012 PROPOSED COMMERCIAL NEW Y RK, NY N.T.S. GRADE EFFLUENT FILTER "NSF" I' �'w I STANDARD 46 OR EQUAL (TYP) 10 TAX MAP NUMBER..... DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/0 008.001&024.004 PROPOSED 1 ,200 GALLON PRETREATMENT In SITE AREA.................. 548,558.44(12.59 ACRES) TANK N.T.S. ......................................... R-40 (0.74 AC) / R-80 (11.85 AC) BOTTOM OF TANK USE........................... WINERY FARMHOUSE EL 31.33 / FUJI CLEAN CEN 14 1 ,350 GPD I/A SEPTIC TANK SITE CIVIL ENGINEER: N.T.S. w' " �r SUFFOLK COUNTY TYPE "F" _ ALLOWABLE SITE SANITARY FLLOW TASTING ROOM BLDG. ADJUSTABLE CASTING TO GRADE ,. F.F.=36.10 CO3 (POPULATION DENSITY EQUIVAILENT) GROUNDWATER MANAGEMENT :ZONE: IV (600 GPD/ACRE) USE 600 GPD/ACRE X (12.559 TOTAL ACRES - 6.03 ACRES PLANTING) McLEAN ASSOCIATES, D.P.C. 600 GPD X 6.56 Ac= 3,936 GPD ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 11719 EXISTING DENSITY ° PROPOSED HEAVY DUTY AND IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE EXISTING GREENHOUSE = 1,6385 SF X 0.03 GPD = 50.55 GPD , LOCKING (CAST IRON COVER TO DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY EXISTING SHED = 245 SF X 0.04 = 9.8 GPD 4" DIA, GRADE ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ LP2 EL=35.10 PROPOSED TRAFFIC BEARING,TOTAL = 60.35 GPD SDR ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 35 PVC PIPE PITCHED LP2 EL=35.10 HEAVY DUTY CAST IRON ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY MIN. 1/4" PER 1' LP3 EL=35.10 HIS/HER PROPOSED SANITARY FLOW PROPOSED, FRAME AND COVER HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC EXISTING CONCRETE CHIMNEY WATERTIGHT, BOLTED LIDS DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A STORAGE AND OFFICE BUILDING FOUNDATION a TO GREASE TRAP WITH GASKETS TO GRADE. RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. 2,100 SF X 0.04 GPD/SF = 84 GPD (1ST FLOOR STORAGE) WALL a McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 806 SF X 0.06 GPD/SF = 48.36 GPD (2ND FLOOR OFFICE) ° PROPOSED HS-20 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 664 SF X 0.04 GPD/SF = 26.56 GPD (2ND FLOOR STORAGE) LOAD RATED 'M1AX. TWAX. ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC 2.0SHALLOW DOME © L.K. MCLEAN ASSOCIATES, D.P.C. TASTING BUILDING a OCCUPANCY RATING GROUP Ak-2 A PROPOSED 4" CAST IRON 20" PROPOSED 8" PROJECT: OCCUPANCY = 619 SF / 15i = 41.3 SANITARY PIPE TO PENETRATE OCCUPANCY = 42 OCCUPANTFS a .a IODUNDATIION10WALL MIN. 2' MIN. 4" DIA. TRAFFIC BEARING SLAB TOWN OF SOUTHOLD ( SDR 35 PVC PIPE PITCHED 12" MIN. BAR (WINE TASTING - INTERI(OR) MIN. 1/8" PER 1' SUFFOLK COUNTY, NY 42 OCCUPANTS X 10 GPD/OICCUPANT = 420 GPD ___ _ _-_ _ _ _ _ -_ _ _ BAR (WINE TASTING - OUTDO)OR SEATING) BUILDING CONNECTION & C LEAN 0 UT PROPOSED 4" PROPOSED 6" SDR35 40 SEATS X 5 GPD/SEAT = 200 GPD CO3 SDR35 PVC PIPE PROPOSED 6" OLD SOUND VINEYARD TOTAL = 620 GPDPVC PIPE N.T.S. INVERT INV=3395 SDR35 PVC PROPOSED LP1 EL=30.90.90 . DROP TEES TOTAL EXISTING + PROPOSED) SANITARY FLOW LP2 EL-30.90 PRETREATMENT TANK 60.35 GPD + 778.92 GPD = 839.27 GPD -. LP3 EL=30.90 INV33.456 HEAVY DUTY, WATERTIGHT, TRAFFIC 25'MAx. 4.. 5'-0" LIQUID DEPTH - TOTAL DENSITY VS. ALLOWABILE DENSITY 9650 OLD SOUND AVENUE, DENSITY: 3,936 GPD BEARING AND LOCKING FRAME & MATTITUCK, NY 11952 ALLOWABLE SEWAGE DENS ACTUAL DENSITY: GPD COVER TO GRADE TOP OF RIM ELEV.=35.27' 8.67' EFF. DEPTH 12" ISSUES/REVISIONS 3,936 GPD - 839.27 GPD = 3,096.73 GPD REMAINING Description No. Date AS PER NOD FROM TOWN 1 10-28-24 PROPOSED KITCHEN GRAY FLOW 6' TASTING BUILDING END CAP TYPE LEVELING DEVICE � �_ 81w - SCDHS COMMENTS -25 1 2 02-1 OCCUPANCY RATING GROUP Al-2 PROPOSED 1 ,500 GAL. AS PER COMMENTS FROM THE TOWN 3 10- -25 42 OCCUPANCY = / NT = 41.3 AS PER COMMENTS FROM SCDHS 4 12-30-25 OCCUPANCY = 42 OCCUPANTS GREASE TRAP N.T.S. BAR (WINE TASTING - INTERIOR) 42 OCCUPANTS X 5 GPD/OC(CUPANT = 210 GPD MIN. 4" DIA. BAR (WINE TASTING - OUTDOIOR SEATING) SDR 35 PVC PIPE 8„ 4' MAX 40 SEATS X 2.5 GPD/SEAT = 100 GPD PITCHED MIN. 5" TOTAL = 310 GPD 1/8" PER 1 ' PROPOSED DESIGN FLOW (HYIDRAULIC) 2" MIN. TOTAL SANITARY FLOW + TOT<AL KrrCHEN/GRAY FLOW 839.27 GPD + 310 GPD = 11,149.27 GPD INV.(IN) SANITARY SYSTEM DESIGN ELEV. 31 .25 88" SEPTIC TANK T 4.0' ""I INV•(OUT) ELEV. 31 .08 EKE- REQUIRED: 1 DAY HYDRAULIC FLOW (1,149.27 GAL) BOTTOM OF TANK (N.) IV I �v PROVIDED: (1) FUJI CEN14 I/A O.W.T.S. EL. 30.25 3' COLLAR� (MIN.). .. DISTRUBUTION/SAMLING MANHOLE CouAR p;ANtNING�OAR 6 LEACHING POOLS I REQUIRED: 1,149.27 GPD/ 11.5 GPD/SF = 766.18 SF 1 .,BOTTOM bFPOQLDRAWING TITLE. 766.18 SF 31,.4 SF/LEACHING POOL 24.41 VFLP1 'EL=22.23.. I. .PROVIDED:(3) 10'0 x 8.67' E[FF. DEPTH LEACHING POOL = 26.01 VF > 25.1 VF LP3 EL=22.23 . .. . . SANITARY DETAILS FUTURE EXPANSION 6' MIN.:, PEE`T NRATION INTO REQUIRED: 50% OF LEACHING CAPACITY 3 MIN. ABOVE.HIGHEST VIRGIN STRATA OF I EXPECTED G OUNDWATER . SAND & GRAVEL . PROVIDED: (2) 10'0 x 8.67" EFF. DEPTH CONCRETE LEACHING POOL .. SEAL & E: Design By: MF GREASE TRAP BACKFILL MATERIAL of NE Drawn By: MF CLEAN SAND AND '`�(. }' REQUIRED: 1 DAY KITCHEN/ GRAY FLOW (310 GAL) GRAVEL �P �, DE�f �� Approved By: RAS PROVIDED: (1) 8'0 x 5' EFF. DEPTH (1,500 GAL) �'S i Scale: AS NOTED HIGHEST EXPECTED WATER ELEV._1_5'f * >Q�' �yc _PROPOSED LEACHING POOL (TYP.) Date: OCTOBER 28, 2024File No: 24082.000 N.T.S. �' = Sheet No. F 073071 �V SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES °AROFes S 2 FULL SIZED PLOT SIZE: 22" x 34" I CHAMBER Volume(gal) 8 Sedimentation Chamber 837 SUFFOLK COUNTY TYPE "F* 839 CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE Anaerobic Filtration Chamber Aerobic Contact Filtration Chamber 378 Storage Chamber 186 12 FINISHED 1 GRADE—\ 4 Disinfection Chamber C. 02 B Total Volume 2,252--d s�6i;ijkve r 01 U I ADJUST TO GRADE WITH N.J. SHALE INLET BAFFLE SCUM BAFFLE RED BRICK & MORTAR (MIN. OF TWO (CIRCULATION COURSES & MAX. OF 15 AIRLIFT PUMP SPECIFICATIONS STAINLESS 6" LAYER OF STONE Anaerobic Media PP/PE Filling Rate] 31% STEEL BOLT MAINTAIN MIN. 6" SEPARATION Board Type Aerobic Media PVC/PP PE Filling Rate 1 17% PLAN 1/8" THK. WASHER BETWEEN BRICKWORK AND STRUCTURE 5"INLET PIPE- Aerobic Media PP/PE Filling Rate 1 55% SEE Blower 7 cfm ISINFECTION Tank FRP 3/8- 0—RING GASKET PROFILES 6"DIA. SDR 35 PVC PIPE CYLINDER(OPTIONAL) Piping PVC PP PE 6" DIA. 3(Y ELBOW x 6 MAINTAIN W L A E LA YER E C Y N N 0 E U M B R R MIN. N RI E 0, DIA_ SDR 35 PVC 6 DI A. 3a ELBOW E7-\ NOTES I—A- "OUTLET PIPE Access Covers Plastic Cast Iron MAX. PROJECT Disinfectant(Optional) Chlorine Tablets N 1. MATERIALS: CONFORMS TO ASTMI A48 CLASS 30B OR 6"X6"X6" 60' WYE BRANCH 35B SPECIFICATIONS 'TFLUENT 2. LOAD RATING: H2O AIRLIFT PUMP CEN14 3. FRAME AND COVER AS MAANUFACTURED BY LONG ISLAND FLOW C DIk e DIA. FLOW /7= Standard Hydraulic Load 1,350 GPID PRECAST OR APPROVED [EQUAL. SDR-35 SDR-35 TYPICAL BUILDING CONNECTION W OPENING(TYP B LOCATION MAP- WATER TIGHT HEAVY DUTY LOCKING FRAME CLEAN OUT DETAIL VENTILATION PIPE /FLO \\—FLOW BAFFLE ' \—AIR INTAKE N.T.S. & COVER N.T.S. RECIRCULATION Pip (CLEANING OPENING) N.T.S. PLAN VIEW 120 VOLT, 10 SERVICE TO FUJI PROJECT DATA CONTROL PANEL 2 #8, # 12 GRD IN 1 PVC APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) INDOORS I OUTDOORS CONDUIT NORTH FORK PROJECT 3 (024.004) PO BOX 541 EX. NEW YORK, NY 10012 POWER OWTS CONTROL PANEL IN NEMA 4X ENCLOSURE RECIRCULATION 508-636-7010 PANEL GROUND 19"MANHIOLE 18"MANHOL ASSEMBLY 4"MANHOLE DISINFECTION 24"MANHOLE TAX MAP NUMBER..... DIST. 1000 SECT. 122.00 BLOCK02.00 O)NE 20A, F41 Eal 7 5 M L[Gi— UG CYLINDER(OPTIONAL) LOT P/0 008.001&024.004 1—POLE CONNECTION LOW OPENING NO FIELD SITE AREA.................. 548,558.44(12.59 ACRES) CIRCUIT BREAKER IN - EXISTING20A 4 ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) r7" PANEL ALL WIRING SHALL E BE INSTALLED INSIDE USE........................... WINERY FARMHOUSE SCHEDULE 80 PVC FCONDUIT & SIZED OARD TYPE SITE CIVIL ENGINEER: AIR AS REQUIRED. 6-1 2" 103) CONTACT MEDIA COMPR. 4 (D 5'- 5'- 5'- FINISHED GRADE RECIRCULATION AIRLIFT ASSEMBLY - ,A ON—SITE WASTEWATER M EROBIC MEDIAF L. K. McLEAN ASSOCIATES, D.P.C. TREATMENT SYSTEM PUMP ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 11719 ALARM EFFLUENT FLOAT FLOAT PUMP SWITCH 824 SWITCH FLOW OPENIN AERATION ASSEMBLY IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE SECTION A-A VIEW SECTION B-B VIEW DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ OWTSSINGLE LINE DIAGRAM ENGINEER IS ALTERED, THE ALTERING ARCHITECTS ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY N.T.S. SCALE: HIS/HER SIGNATURE AIND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND 1/411 = III SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 6 5 4 3 2 1 CEN14 STrm%UCTU RAL �� ' NG RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. DATE: McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 12 3/4' surr TIN SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY (325) tt on M,,d, VAC 150R,1 VAC2110N j 03/06/2019 ANYONE WITHOUT WRrETEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC 7/8- Air Ftow Votu,-e Cr-tin —7-1 — 2�!D U. US-i L.K. MCLEAN ASSOCIATES, D.P.C. 11.9 DRAWN BY: FIV 19 00 CC), Nlorrnc Pressure -i,-1'L —— D v AC I D BDB Toward Clean Water... PROJECT: k z 60 ower cvrsurrption W 115 1 its. v�,ox.20 Neight A 0- TOWN OF SOUTHOLD BEACON VISUAL SUFFOLK COUNTY, NY UL fille nu-lber E 341420 SYSTEM CONTROLLER/ALARM In,lo IC-It-y of Jcpc, (FASTEN TO BUILDING) THRUST BLOCK SCHEDULE /,0-, MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK on reveled d e, E UdQqu�te Vel';L�t�Dn C G d P�otect%gv,sl direct �Swfbgh,-'. C d- Inspect l BENDS 45 BENDS 22. BENDS y Pi M 0e ev PIPE SIZE TEES, CAPS, & PLUG 'S 90 OLD SOUND VINEYARD 12 months. t 2e'r c'o f se inax suI e '0 e ns. ' r ELECTRICAL. & CONTROL TO BLOWER 6" OR LESS 2 3 1 1/2 3/4 Typ, CONTROL WIRING TO OWTS NOTES 2 2.5! MAC *R" AIR BLOWER 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR BEND TO BE HARDWIRED TO ROCK WITH MIN. BEARING AREA AS SPECIFIED IN SCHEDULE 9650 OLD SOUND AVENUE, CONTROL PANEL TO BELOW. MATTITUCK, NY 11952 ELECTRICAL z 2. ALL THRUST BLOCKS TRANSIT MIXED MIN. 3000 PSI CONCRETE. J SUPPLY COMPRESSED AIR LINE TO OWTS TYP. PLUG TYP. 90* TYP. 45, ISSUES/REVISIONS GFI RECEPTACLE TYP' TYP. TEE . OR CAP BEND BEND u u + MOUNTED ON INSULATED BLOWER CONCRETE Description No. Date BUILDING ENCLOSURE THRUST AS PER NOD FROM TOWN 1 10-28-24 6" CONCRETE BLOCK L� BLOWER PAD 1 0 11) t SCDHS COMMENTS 2 02-11-25 Aug.12,2020 ujilNA GRADE 8" x 8" x 24" L. I I AS PER COMMENTS FROM THE TOWN 3 10-03-25 A A(i dro-6 og measure-entS in inches(mrrl_ A CCA TREATED TITLE AS PER COMMENTS FROM SCDHS 4 12-30-25 MAC150RI/200RI FROVALIDATE 05-10-2017 LUMBER - r-E.-I A3 SCALE 2:5 CONTROL PANEL & BLOWER DETAIL PVC FujiMAC - C.L.D.I. CLASS 250 MECH. I720-0-09ZI-143 N.T.S. GASKET JOINT FITTING WITH RETAINER 5 4 1 3 WATER MAIN GLAND I/A O.W.T.S. NOTES: TYPICAL THRUST BLOCK DETAIL 1. O.W.T.S. SHALL BE INSTALLED AS PER ALL MANUFACTURER RECOMMENDATIONS. N.T.S. —10'-0" _1 0f-011 2. O.W.T.S. SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON—SITE USING A METHOD APPROVED BY THE MANUFACTURE. 3. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKIFILL AND DURING SYSTEM STARTUP. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE ANTICIPATED SCHEDULE AT LEAST 48—HOURS IN ADVANCE OF MATERIALS &: JOINTS EQUIVALENT TO 18"MIN. WORK. THE CONTRACTOR SHALL NOTIFY SCDHS ]FOR INSPECTION IF/AS REQUIRED. WATIER MAIN STANDARDS OF WATER MAIN OR 4. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE BOTTOM OF THE EXCAVATION, AND CONSTRUCTION AND PRESSURE TESTED WATER SERVICE SANITARY SEWER MAIN SHALL SET THE STONE LEVEL TO WITHIN A". THE CONTRACTOR SHALL PLACE THE I/A O.W.T.S. ON THE PREPARED SAND JAN 0 7 2026 TO ASSURE WATER TIGHTNESS PRIOR OR BUILDING CONNECTION TO BACKFILLING BED (AND/OR CONCRETE SLAB WHERE NOTED) AND SHALL SET THE TANK LEVEL TO WITHIN j INCH. .)UTHOLD TOWN Aa 5. ALL SANITARY PIPING, STRUCTURES AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH g, 111Nr,BOARD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERWICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE—FAMILY RESIDENCES, DATED JULY 21, 2020. DRAWING TITLE: 6. THE ONSITE WASTEWATER TREATMENT SYSTEM (O.W.T.S.) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM i 010-011 SUFFOLK COUNTY DEPART OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. 10'-0" - 1- SANITARY DETAILS 11 7. THE O.W.T.S. INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF NOTE: HEALTH. SEWER LINE JOINTS MUST BE LOCATED AT HORIZONTAL SEPARATION BETWEEN SEWER (SANITARY 8. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER SEAL & S TORE: Design By: MF LEAST 10 FEET FROM OR STORM) AND WATER LINES MUST BE 10' SHALL BE PROVIDED TO SUFFOLK COUNTY DEPAiRTMENT OF HEALTH SERVICES. Drawn By: MF THE POINT OF CROSSING MINIMUM Approved By: RAS 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. C> Scale: AS NOTED WATER SEWER (SANITARY OR ST.OR.M 10.ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN SCHEDULE 40 Date: OCTOBER 28, 2024 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" UNLESS GREATER COVER IS REQUIRED BY MANUFACTURE. 01- File No: 24082.000 CROSSING DETAIL, Sheet No. 11.ALL PENETRATIONS INTO THE I/A O.W.T.S. SHALL BE SEALED AND WATER TIGHT. N.T.S. 073071 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A S3 FULL SIZED PLOT SIZE: 22" x 34' i ,It PJe.. H T w "d Ave - Sound Ave .. q{ "si 15'-0" NOTES: 1. DESIGN IS IN ACCORDANCE WITH ASTM C913 AND ACI 318 y's 2. LIVE LOAD = A-16 (AASHTO HS20) 3. EARTH FIILL FOR DESIGN = 3.5' MAX 4. WATER TABLE ASSUMED BELOW BOTTOM OF STRUCTURE 5. CONCRETE STRENGTH = 5000psi 15'-0" ADD'L #5, TYP 6. REINFORC;ING STEEL - GRADE 60 7. OPENINGS, SIZE AND LOCATION, AS REQUIRED 3'-0" 4'-0" 4'-7 3'-44 7.1. UNLESS OTHERWISE SHOWN, PROVIDE ADDITIONAL 0 I I I I REINFORCING AROUND OPENINGS EQUAL TO THE BARS PROJECTj' INTERRUPTED BY THE OPENING, j EACH SIDE AND IN THE LOCATIONSAME I I 3" 4 PLANE 'fr 8. MATERIAL 4 DIAGONAL TRIM BARS AT OPENINGS , ✓' k, . ADD S AND MANUFACTURING SHALL CONFORM TO ASTM C913 r----- ----- ----- ------ ----- ----- -'-'----- --"'- '--'-- -' -'-� o = 9. LIFTING A1ND HANDLING SHALL CONFORM TO OSHA STANDARD i i m ri r`i 6"0 HOLE 6"0 HOLE 1926.704 , , P EA SIDE m EA SIDE m _ p 1 02'-6" 110'"0 INLET — 0 i 02'-0" 02'-0" 0 7: - o CE 10"0 OUTLET LOCATION M A P DRAWING SCHEDULE `� o ;n ;n #4 @ 18"oc VERT, E.F. (STAGGERED) N.T.S. SHEET NUMBER SHEET TITLE { I BUTYL JOINT, TYP I I I I 1 TOP SLAB PLAN ; ( ; a PROJECT DATA J 2 WALL PLAN VIEW I __+__ __+__ _ , 0 — { -- , o I > 3 ELEVATION VIEW 00 ; I I I N ro APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) I 1 i I o - '� NORTH FORK PROJECT 3 (024.004) to I I I ® N N (p SPLICE LENGTH _ , 1 o PO BOX 541 TABLE 0 #4 DIAG , o = o # ( ) NEW PORK, 1 10012 4 18"oc VERT, E.F. STAGGERED TRIM BARS. ADD'L #5 I I 508-636-7010 BAR SIZE LENGTH TYP TYP i `r o 0 I ;� in TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 #4 21" ® ® LOT P/O 008.001&024.004 #s 26" 1 SITE AREA................. 548,558.44(12.59 ACRES) L----- ----------- ------ ----------- --------- ------------- L --J c} 0 I 1 4" ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) OD #5 ® 6"oc SHORT DIR - #5 ® 12"oc LONG DIR USE........................... WINERY/FARMHOUSE TOP SLAB PLAN #5 ® 9"oc BASE SLAB SHORT DIR SITE CIVIL ENGINEER: ELEVATION VIEW BAR COVER 1" LION - r9'e',• .3Pi to PREPARED FOR:OONGISLAND YKEPARLUFOR: LONG ISLAND { PRECAST PRECAST 20 STIRIZ ROAD 20 STMZ ROAD - - ROOKHAVEN,T�'Y11719 BROOKHAVEN,NY 11719 1 0/23/2 REVISE OPENINGS PHONE(631)286-0240FAX(631)2A6-6313 REVISION PHOLB(631)286-0240 FAX(631)286-6313 _ L. K. McLEAN ,ASSOCIATES, D.P.C. SPECIALTY ENGINEERING PROVIDED BY: 'TOP SLAB PLAN SPECIALTY ENGINEERING PROVIDED BY: ELEVATION VIEW ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YGRK 11719 CONCRETEENGINEERING SOLUTIONS,LLC FUJICLEAN CONTAINMENT CONCRETEENGENEERING SOLUTIONS,LLC FUJICLEAN CONTAINMENT IOI PEJE VIEW ESfATE3 VAULT SCDHS CEN-0" �Im POa?s'�v.'rsrATrs� VAULT SCDHS CEN-14 MOIINI'AIX TOP,PA 1HAI1' YpUM'AIN iOP.PA I!M PHONE 3'NBfiA-d61 'IIJII 7'-0" X 14'-0" x 8'-0" ID PIIowEaueQ,-sx, 7'-0" X 14'-0" x 8'-0" ID IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE P"'1oS0."68}0BE NTS —9 27 23 .^ RET _-S_l NTS —9 27 23 - RET -s 3 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY Nn:23-40.33 .+ KMK —Na 1 OF 3 23-40.33 a". KMK Nx 3 OF 3 ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFD(TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED By, FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC © L.K. MCLEAN ASSOCIATES, D.P.C. PROJECT: TOWN OF SOUTHOLD I/A O.W.T.S. NOTES: SUFFOLK COUNTY, NY 1. O.W.T.S. SHALL BE INSTALLED AS PER ALL MANUFACTURER RECOMMENDATIONS. 2. O.W.T.S. SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A OLD SOUND VINEYARD s" 14'-0" s" METHOD APPROVED BY _ITHE MANUFACTURE. 4'-0" s'-o" 4'-0" 3. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. THE: CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN ADVANCE OF WORK. THE CONTRACTOR 9650 OLD SOUND AVENUE, SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. MATTITUCK, NY 11952 1 4. THE CONTRACTOR SHALIL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE 6"0 HOLE 6"0 Ho� BOTTOM OF THE EXCAWATION, AND SHALL SET THE STONE LEVEL TO WITHIN J". THE ISSUES/REVISIONS o CONTRACTOR SHALL PLACE THE I/A O.W.T.S. ON THE PREPARED SAND BED (AND/OR #4 ® 5"oc HORIZ, I.F. of CONCRETE SLAB WHERE NOTED) AND SHALL SET THE TANK LEVEL TO WITHIN A INCH. Description NO. Date W m m Q 5. ALL SANITARY PIPING„ STRUCTURES AND ASSOCIATED APPURTENANCES SHALL BE AS PER NOD FROM TOWN 1 10-28-24 q 10"0 INLET 10"0 OUTLET CONSTRUCTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SCDHS COMMENTS 2 02-11-25 li DIVISION OF ENVIRONNAENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND 0 0 - - CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY AS PER COMMENTS FROM THE TOWN 3 10-03-25 co � _ RESIDENCES, DATED JUL`Y 21, 2020.W AS PER COMMENTS FROM SCDHS 4 12-30-25 0 6. THE ONSITE WASTEWATER TREATMENT SYSTEM (O.W.T.S.) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMAENTS FROM SUFFOLK COUNTY DEPART OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. cov #4 @ 5"Gc HORIZ, O.F. ® 7. THE O.W.T.S. INSTALLER' SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK 1" COV rL 6"0 HOLE 6"0 HOLE COUNTY DEPARTMENT OF HEALTH. m m 0 ; OL, 8. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERITY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. #4 ® 18"oc VERT, E.F. (STAGGERED) 9. A GARBAGE GRINDER SHIALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. WALL PLAN 10.ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" [��[f Cc DD UNLESS GREATER COVER' IS REQUIRED BY MANUFACTURE. 11.ALL PENETRATIONS INTO THE I/A O.W.T.S. SHALL BE SEALED AND WATER TIGHT. ' i PREPARED FOR: P1-..Qrl`.!IFJG BOARD 0.00KHAVEN, ONG ISLAND PRECAST 20 STHUZ ROAD NY 11719 1 0/23/2 REVISE OPENINGS b3 PHONE(631)286-0240 FAX(631)28613 A , N DRAWING TITLE: SPECIALTY ENGINEERING PROVIDED BY: Wes'��,N Vim F U J I CLEAN TRAFFIC CONCRETEENGINEERINGSOLUTIONS,LLC '"°E" FUJICLEAN CONTAINMENT �101 PINE VIEW ESfATES� VAULT SCDHS CEN-14 BEARING SLAB DETAILS AN%1N'EAIN TOP,PA IM PHONE.s>o.�-�I 7'-0" x 14'-0" x 8'-0" ID PAA si°ttt-mez xre NTS —9 27 23 RET -S-2 Na:23-40.33 KMK .0.2 OF 3 SEAL & RE: Design By: MF ,`P�EOFJyF� Drawn By: MF S �5 L- p£�, �0- Approved By: RAS Scale: AS NOTED y Date: OCTOBER 28, 2024 r- File No: 24082.000 Sheet No. O 07307 S SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES fSSION���----'� FULL SIZED PLOT SIZE: 22" x 34" I i GENERAL NOTES: BACK FLOW PREVENTER NOTESI � �- 1. LOCATION OF EXISTING AND PROOPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION CONTROL d - ✓` w y CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR TO COMMENCEMENT OF UNIT AND SCDHS REQUIREMENTS. '•.; ' CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. 12" MIN. HEATED HOT BOX ENCLOSURE CLEARANCE HUBBEL MODEL HB2-DT OR 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, AND DEPTH 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. WHEN OPEN APPROVED EQUAL 30" MIN. TESTCOCK e' OF UTILITIES, PIPING, DRYWELLS„ ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MOST CLEARANCE (TYP.) OF 4 anvb- �p CONTACT THE APPROPRIATE "OINE-CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN SECURED WHEN TESTCOCK OPEN 5' Id ""somaAye AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY PRIOR TO STARTING WORK. (TYP.) OF 4 DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE 3.3" ENGINEER IMMEDIATELY. 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY REASON UNLESS 3 3' ? �° SCWA IS NOTIFIED. 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE ACCEPTABLE 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS INSTALLED HEATED HOT BOX INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS REQUIRED TO BE ACCORDING TO THE APPROVED PLANS AND SIGNING THE CERTIFICATION STATEMENT ON ENCLOSURE HUBBEL - - - -- - INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. FORM NYSDOH 1013. MODEL HB2-DT OR EQUAL I I CE I j 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING AND 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW YORK STATE PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, OBSTRUCTIONS, ETC. TO CERTIFIED TESTER. FEBCO MODEL LF825Y - FEBCO MODEL LF825Y - I r PROPOSED WATER SERVICES. 2" RPZ DEVICE OR I 2" RPZ DEVICE OR I r 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR FREEZING. APPROVED EQUAL ( ( APPROVED EQUAL I I 3"0 MIN. DRAIN PORT ' TRENCH NOTES, WITSCREEN 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. CLEARANCE). 3.0' I I 2 1, I I (`(TYP fYP.EACH END) PROJECT I. UTILITY TRENCHING IN AREAS IOF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF 30"MIN. LOCATION THE TRENCH PRI❑R TO EXCAVA'�TI❑N. 10. ALL CONNECTIONS, TEES, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED DOWNSTREAM I 18"MIN. I I I y OF RPZ DEVICE. r I � I 3. 3' I 8"MIN. 2. ALL TRENCHING RESTORATI❑N WORK SHALL MATCH PROPOSED OR EXISTING SURFACE AND MEET DIRECTION OF FLOW ✓+ 3"0 MIN. DRAIN 11. PROPER MAINTENANCE SHALL BE PERFORMED. I ' EXISTING GRADES ❑N BOTH SIDIES ❑F TRENCH. I PORT 12 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' LIFTS. . DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC FOUNDATION WITH SCREEN I I -" -- FOR CROSS CONNECTION CONTROL APPROVAL. i I (� EACH L ---- --- - _J LOCATION M A P 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATI❑N WITH EACH UTILITY AL I END) HINGE SIDE OF ENCLOSURE INSTALLATI❑N. 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION OR ACCESS GALV. ANCHOR BOLT AS � TO RELIEF VALVE. PER MANUFACTURER'S 1• i •• ! r : �.. I' .N N.T.S. 5. THE CUSTOMER'S DOMESTIC WA',TER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) REQUIREMENTS ,:''�'} •: •7 . ,.. 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE DOMESTIC WATER f�. •: •'. • •�, . I 6 NOTE. DIAPHRAGM ON FEBCO MODELS MUST 6" THINK REINFORCED FEET, RUNNING PARALLEL, FR'❑M ANY UNDERGROUND UTILITY (ELECTRIC, GAS, TELEPHONE, ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. • '• !. '. GRADE BE INSTALLED ON THE 30" CLEARANCE SIDE CONCRETE SLAB ON PROJECT DATA CABLE AND SANITARY SEWER SERVICE) AND OIL STORAGE TANK, STORM DRAIN OR CATCH OF THE ENCLOSURE. COMPACTED SUBGRADE BASIN, DRIVEWAY CURB, LIGIHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND ❑BSTRUCTIONS. UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION DEVICE. PROPOSED 6" THINK REINFORCED PIPE STAMCHIONSL CONCRETE SLAB ON 7f NORTH FORK PROJECT 3 (024.004) APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) INSTALLATI❑N OF SERVICES 16. THE INSTALLATI❑N SHALL BE PERFORMED BY A LICENSED PLUMBER, COMPACTED SUBGRADE 2 DOMESTIC RPZ PLAN VIEW PO BOX 541 1. INSTALL PIPING ON THE WROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO THE 17. DEVICE MUST BE LEAD FREE. NO LEAD SOLDER SHALL BE USED FOR THE » N.T.S. NEW YORK, NY 10012 PROPERTY LINE OR AS SHOWN ON THE PLANS. INSTALLATION, 2 DOMESTIC RPZ ELEVATION VIEW NEW YORK, NY 2. LEAVE A 1' RISER ABOVE THE GRADE ELEVATION AT THE POINT WHERE THE PROPOSED 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER METERS WIT.S. 10 WATER SERVICE WILL CONNEECT TO THE EXISTING SERVICE LINE. AND BACK FLOW PREVENTION DEVICES. TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 3. SERVICE LINE MEASUREMENITS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF LOT P/O 008.001&024.004 INSPECTION. MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST CORNERS OF THE BUILDING 19. BACK FLOW PREVENTION DEVICES MUST BE TESTED ANNUALLY BY A NEW YORK STATE TO THE END OF THE PIPE AT THE PROPERTY LINE, SERVICE LINE MEASUREMENT FORMS CERTIFIED TESTER, SITE AREA................. 548,558.44(12.59 ACRES) ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT, 4. THE END OF THE PIPE AT' THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROM ANY 20. TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND THE ❑BSTRUCTI❑N SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR DRIVEWAYS. APPROPRIATE COUNTY DEPARTMENT OF HEALTH. ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) 5. ALL OTHER UNDERGROUND UITILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER 21. ALL INSTALLATI❑NS SHALL CONFORM TO BOTH THE WATER DISTRICT'S RULES AND SERVICE. REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH DEPARTMENT USE........................... WINERY/FARMHOUSE WATERLINE SPECIFICATIONS REGULATIONS. 1. FOR PIPE OVER 2' - CEMEN'IT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE. 22. LAYOUTS SHOWN ARE APPR❑XIMATE. ADJUSTMENTS MAY BE REQUIRED TO SATISFY SITE CIVIL ENGINEER: FIELD C❑NDITIONS. ALL ADJUSTMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE . 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA STANDARDS WATER DISTRICT. 3. PLASTIC PIPE SPECIFICATIOMSI HEATED HOT BOX ENCLOSURE �4 23. MINIMUM CLEARANCES SHALL BE MAINTAINED. HUBBEL MODEL HB2-DT OR p v 3.1. PIPE MANUFACTURED AN]D DESIGNED FOR USE IN POTABLE WATER SYSTEMS CAN BE APPROVED EQUAL: , INSTALLED FROM THE BUJILDING TO WITHIN 15' FROM THE PROPERTY LINE. THE LAST 15' 24. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INT❑ g n TO THE PROPERTY LINE IMUST BE CLDI PIPE OR 'K' SOFT COPPER TUBING. THE WORK. FEBCO MODEL LF825Y - 3.2. PIPE SHALL BE CLASSIFFIED TO WITHSTAND WORKING PRESSURE OF 200 P.S.I. (WITH E i , BURSTING PRESSURE RATEED AT LEAST TWICE THE WORKING PRESSURE) 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 2" RPZ DEVICE OR 1 {, INSTRUCTIONS, A APPROVED EQUAL A MANUAL AND THE REQUIREMENTS ❑F THE SUFF❑LK COUNTY ' 3.3. PIPING REQUIRING JOIN'ITS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS NOT DEPARTMENT OF HEALTH SERVICES. TYPICAL S.C.W.A. WATER METER AND �-- - -- -1 L. K. McLEAN ASSOCIATES D.P.C. _ ACCEPTABLE. (BRASS C❑UJPLINGS ARE REQUIRED.) 3.4. FIFTEEN (15') FEET OF (CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE THE BUILDING 26. A CONTINUOUS AND UNIF❑RM BEDDING SHALL BE PR❑VIDED IN THE TRENCH FOR ALL SMALL 36" METER VAULT. METER VAULT _ ENGINEERING AND SURMINIG 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 11719 TO THE START OF THE P:LASTIC PIPE. BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' LAYERS. STONES SHALL BE w TO BE FURNISHED AND INSTALLED IN REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6' BELOW THE BOTTOM OF SERVICE LINE INSPECTION PROCEDURES THE PIPE. ACCORDANCE TO SCWA STANDARDS. fl"IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 1. CALL THE SCWA NEW SERWICE DEPARTMENT (631-218-1148) TO REQUEST AN INSPECTION 27 ' I I I DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY WHEN YOUR WORK IS COMPLETED, (BEFORE 213OPM FOR F❑LLOWING DAY) MINIMUM C❑VER FDR ALL WATER PIPING SHALL BE 54 . 10' MIN ITEM ON THESE DRAWINGS- IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ L.I 20' MAX I I ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 2. CONTRACTOR MUST HAVE EA DESIGNATED REPRESENTATIVE PRESENT ON THE DAY OF 28. ALL TEES, BENDS AND PLUGS SHALL BE PR❑VIDED WITH REACTION BLOCKING OR TIE O HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY INSPECTI❑N. RODS TO PREVENT MOVEMENT. o_ PROPOSED HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 3. IF REINSPECTION IS NECESSARY, A $25.00 FEE MUST BE PAID PRI❑R TO THE VALVE BOX D- EMERGENCY SHUT PROPOSED DRAIN HOLE DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND 29. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED REINSPECTI❑N. OFF VALVE 1 "' "'•' �'.=.;� 'f: •j�: SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A IN ACCORDANCE WITH THE LATEST EDITI❑N OF AWWA STANDARD C600. "��� +'•' ' •' RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. 4. LEAVE THE TRENCH OPEN. D❑ NOT BACKFILL THE TRENCH UNTIL SCWA INSPECT❑R HAS APPROVED THE SERVICE LIME. 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE C-651-86 OR THE LATEST REVISI❑N. SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 5. IF THE SERVICE LINE INSPECTION PASSES, THE END OF THE PIPE BY THE CURB WILL BE I PROPOSED CONCRETE ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC PAINTED BLUE. IF SERVICE INSPECTION FAILS, THE END OF THE SERVICE WILL BE 31. BACTERI❑LOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTI❑N ARE SLAB PAINTED RED AND A REINSPEECTI❑N FEE OF $25.00 WILL BE BILLED. REQUIRED AT L❑CATIONS SPECIFIED BY THE SUFF❑LK COUNTY DEPARTMENT OF HEALTH I © L.K. McLEAN ASSOCIATES, D.P.C. 6. PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P.M. IF YOUR INSPECTI❑N FAILS. SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 7. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED IN THE LINEAR FEET OF WATER MAIN OR P❑RTI❑N THEREOF. NOTE: ALL VALVES, BENDS PROJECT: WATER SERVICE TRENCH. 32. AN OPEN ❑R CL❑SED GE❑THERMAL SYSTEM IS N❑T PR❑POSED. AND FITTINGS TO BE PER EXISTING THE LATEST AWWA AND 54" MIN. METER SETS SCWA OWNED SCWA STANDARDS. TOWN O F S O U T H O L D 33. ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED RESILIENT AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DEPARTMENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. WATER MAIN TO HAVE THE METER SET. CONTINUE 2" 0 PLASTIC WATER HEATED ENCLOSURE N❑TESI I LINE TO INTERNAL BUILDING S U FFIO LK COUNTY, NY DISTRIBUTION. 1. THE HEATED ENCLOSURE SHALL. BE HOT BOX, HOT ROK, HYDROCOWL, SAFE-T-COVER, OR APPROVED EQUAL. OLD SOUND VINEYARD 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. DIRECTION OF FLOW b 3. THE HEATED ENCLOSURE CONCREETE SLAB SHALL BE A MINIMUM OF 10' AND MAXIMUM OF END TYPE "K" COPPER PIPE AND 20' FROM THE PROPERTY LINE. 2" 90' ELBOW (TYP.) 2" 90' ELBOW (TYP.) CONTINUE SITE WATER PIPING WITH C900-CLASS 150 PLASTIC PIPE - TONE 9650 OLD SOUND AVENUE, 4. THE RPZ DEVICE SHALL MAINTANIN AN 8" MINIMUM SETBACK FROM THE INTERIOR OF THE WIRE AND WARNING TAPE SHALL BE MATTITUCK, NY 11952 HEATED ENCLOSURE WALLS, WITHI TEST COCKS ON THE EXTERIOR SIDE. TEST COCKS ARE TO I CONTINUOUS ALONG ENTIRE LENGTH OF HAVE A MINIMUM 30" CLEARAMCE TO ANY OBSTRUCTION WHEN THE HEATED ENCLOSURE MAIN DOOR IS OPEN. TEST COCKS MUST BE POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE WATER TESTING. TAP BY S.C.W.A. ISSUES/REVISION S ALL FEES TO BE PAID BY 0-) 5. THE CONTRACTOR SHALL ENSUFRE THAT THERE IS ADEQUATE ELECTRICAL POWER FOR THE CONTRACTOR Description No. Date ?: REQUIRED HEAT TRACE TAPE ANID/OR ENCLOSURE APPROVED HEATER. AS PER NOD FROM TOWN 1 10-28-24 6. Gn OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). THE SCWA 'SHALL BE OWNER INSTALLED AND 0 7. ENCLOSURE MUST HAVE SCREENIED WEEP HOLES FOR DRAINAGE AND CANNOT BE SUBJECT RESPONSIBLE FOR CONNECTION MAINTAINED PIPE TO METER -+- TO FLOODING. TO WATER MAIN, CURB STOP, WATER METER, ASSOCIATED PIPING 0 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB (TO PREVENT AND CONNECTION Tr0 OWNER DOMESTIC WATER SERVICE W/ RPZ DEVICE LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT THE INSTAILLED PIPE N FUNCTION OF THE RELIEF VALVE. � 9. ENCLOSURE MUST BE N.Y. DESIG6NATION. IN HEATED ENCLOSURE ELEVATION N. T.S. In 10. DIAPHRAGM OF FEBCO MODELS WUST BE ON OPEN SIDE OF ENCLOSURE. U L c_ o MATERIALS & JOINTS EQUIVFALENT TO WATER MAIN STANDIARDS OF -� CONSTRUCTION AND PRESSURE TESTED �111Q[RCG' M Owls 10 TO ASSURE WATER TIGHTNESS PRIOR UTILITY TO BACKFILLING WATER MAIN OR WATER SERVICE FLAN";ING BOARD U 18"MIN. . .:.. .t. DRAWING TITLE: E •' 1��-��� -r! -10'-0" QRPZ DETAILS 0 -0 UTILITY 0 O co SEAL E: Design By: MF WATERZUTILITY CROSSING DETAIL �P�� E1�y Drawn By: MF o N.T.S. 5 �S L. D£�- ®� Approved By: RAS N CD �Q� �'yy Scale: AS NOTED N a Y�, Date: OCTOBER 28, 2024 �i Cit- File No: 24082.000 C0 co THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS (,J ANY PERSON FROM ALTERING ANYRYNG ON THE DRAWINGS 7 Sheet NO. d- AND/OR ACCOMPANYING P. UNLESS S 0.r7UDER THE DIRECTION F A LICENSED PROFESSIONAL 071 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE.PROFESS 0 Op LL SIGN DATE. SEAL.FOR CONSTRUCTION DESCRIBE THE FULL EXTENT O TLERATI ON THE 11 s w 2 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION I FULL SIZED PLOT SIZE: 22" x 34" I _ I CORRUGATED STEEL _ Qf ROOF TYP. 3 Top of Roof ,, •I,'I,,,I 'I II :;I ,1 I :I I I. I. , I'' ;, Ili I�, ''- it I "I , ij ,I; 1 11 _�,,.. �"���""`^ I'i II ,.:I ; I I �, 'II' I IIII''j il I 'I I •II ',, I; '1 I ( 'I :'ll I,I'I;I I I ,!;, I 'll II .I 'i I II I l „„I �i i. , I I n ; ,:I) •.III I, II:.I �', '.I�)L, I, 'bl I I I I ,I i 70'-0n OVERALL I I 1i.I I'I I I 1:'I,il II I II' '•I 'I' I I !I I III', I I.'I II!I i,,. ",II I i I I I,I,II ILIII II I! I n I II I, II,I I 'i I III I ;III 'I I.I IL',II.' III'I,l•i ...I 'I',II�I,'L'II I I',,I:.,II,, , li I�I i I 'IIii,'',I' I I �s 9A"' � ': � I i I i ( , is �: ''li : •: :"„' ^, ... LII 'i I,Ili' II II II ( II ,I 1 I , ill I II I i h' I,I 'So $ I. 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CR. ..TBARN LOAIIIUN DOOR ■ADA RESTROOM APPROX. GRADE w TEMPERATURE 1st Floor LOCATIONA C V M R- A 8 0 01 - 01, P o CONTROLLED BARN / WINE STORAGE N N.T.S. WORKSHOP T.O. Footing 989SF PROJECT DATA APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) NORTH FORK PROJECT 3 (024.004) PO BOX 541 NEW YORK, NY 10012 North Elevatiom CORRUGATED STEEL 508-636-7010 1/8" - 1'-011 ROOF, TYP. TAX MAP NUMBER.... D►ST. 1000 SECT. 122.00 BLOCK02 C. 0/ ) 0 LOT P/0 008.001&024.004 STANDARD EGRESS Top of Roof SITE AREA............••••• 548,558.44(12.59 ACRES) 10X10DOOR BUILT INTO 10X10 Ii 'l 81 WIDE UNFINISHEDBARN DOOR IMIN. BARN DOOR 34'-3" I� 34'-3" RED CEDAR WOOD USE........................... WINERY/FARMHOUSE CENTER-MAT H SITE CIVIL ENGINEER: VERTICAL BOARD Zn 11LD❑ I SIDING, TYP. 2nd Floor All 12' off10X10 BARN DOOR First Floor Plan L. K. McLEAN ASSOCIATES, D.P.C. 1/8 — 10X10 ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 1171 r9 BARN DOOR IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER T H EEGRESS DOOR BUILT INTO APPROX. GRADE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY All 10X10 BARN DO rFEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 1st Floor ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 01 - O" HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY FOLLOWED BY 3 HS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND 72'-4" T.O. F31tI6 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A " RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. OVERALL ROOF McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATE C A\1South Elevation L.K. McLEANASSOCIATES, D.P.C.APROX. LIMIT To of Roof�I I ( i I,i IiI 111/ 1 OF 7 -0 CLEAR SLOPE 24 - 11 PROJECT: HEAD HEIGHT TYP. 9- 8 WIDE UNFINISHED TOWN OF SOUTHOLD RED CEDAR SUFFOLK COUNTY, NYCENTER-MAT H GROSS BUILDING AREA VERTICAL BOARD LOW-STORAGE Level Area o LOW-STORAGE , . W � � � OLD SOUND VINEYARD ; 1st Floor 2100 SF t6l> -i ° � STORAGE STORAGE n oor � 4 -3121 - 011 W.C. _j <5 2nd Floor 1619 SF O30 SF w 9 Grand total: 2 3719 SF 9650 OLD SOUND AVENUE, Q MATTITUCK, NY 11952 OFFICE o� APPROX. GRADE ISSUES/REVISIONS 1st Floor ROOM SCHEDU Description No. Date ROOM NAME AREA ISSUED FOR PLANNING 1 10-27-25 T.O. Footing 1st Floor —3 — 6' TEMPERATURE CONTROLLED WINE STORAGE 989 SF 10'-0" 48'- 10 1/2"OVERALL OFFICE 10'-0" BARN /WORKSHOP 909 SF ADA RESTROOM 46 SF 4 East Elevation CLOSET 20 SF 10 1st Floor 1963 SF of Roof Second Flocor Plan Top 4' 11 2nd Floor 21/8" = 1'-011 8" WIDE UNFINISHED OFFICE 806 SF SLO RED CEDAR WOOD,TYP. LACENTER-MATH LOW-STORA VERTICAL BOARD W.C. 30 SF SIDING, TYP. LOW-STORAGE 209 SF 1'4! 29216 2nd Floor STORAGE 129 SF PLANNING Ro D 2nd Floor 1470 SF Grand total 3433 SF DRAWING TITLE:10X10 .BARN DOOR APPROX. GRADE GENERAL NOTES SCHEMATIC FLOOR PLANS & 1st Floor BUILDING ELEVATIONS 0' - 1 GROSS BUILDING AREA IS APPROX. & SEAL & SIGNATURE: Design By: AR T.O. Footin MEASURED FROM EXTERIOR FACE OF Drawn By: AR 3 " ENCLOSURE BASED ON MINIMUM CODE 6 Approved By: RAS REQUIRED CLEAR HEAD HEIGHT ON SECOND Scale: ASNOTED FLOOR. Date: OCTOBER 27,2025 2. ROOM SCHEDULE AREA IS APPROX. & File No: 24082.000 6 West Elevation MEASURED FROM INTERIOR OF FINISH WALLS. Sheet No. 1/8" 1'-0" 3. DIMENSIONS ARE APPROX. & ROUNDED TO � NEAREST 1/2". U.N.O. A001 o FULL SIZED PLOT SIZE: 22 x 34' I i A002 � f '° s NEW GRAY Top of R� o�of_ � CORRUGATED ±17' - 0" VIF ® S�nd'pve ��e� d Ave "Sound Ave i t 48'-0" OVERALL MTL. ROOF TO �e HALL MATCH EXIST., w z a4 t 6'-0" VIF t 28'-0"VIF EXIST. LENGTH 20'-0" ADDITION TYP, = _j �L of 6X8 DOOR 63 EXIST. CEDAR B&B o F ±9' - O'RVIF V I F V —— RESTROOM VERTICAL SIDING; ❑ (� >> D ; u > I � 22 SF NEW RECLAIMED ,' `� '''I � � = o o 20 SIDING TO ALIGN & o f APPROX. GRADE MATCH, TYP. � i � PROJECT s,Y. 0 " wWEI-! ADA RESTROOM ` ' 1st Floor LOCATIOIN Z ±0' - 0" VIF F—� a. � �� 47 SF w X `TASTING ROOM �, — _ - - - - - - - - - - - - - - - - _� T.O. Footin w ° ° " - - - - - - - — CEDAR FENCE ±-3' - 6" VIF A00126 � w Q 619SF � �� n - - - - - - - - - - LOCATION MAP 5 A002 20'-0"ADDITION t 28'-0"VIF EXISTING BUILDING w > o �� N.T.S. °o I J I WINE MAKING DISHWASHING zo AREA 7s sF PROJECT DATA R 213 SF North Elevation APPLICANT/OWNER..,. NORTH FORK PROJECT 2 (008.001) I 1/s" = 1'-0" NORTH FORK PROJECT 3 (024.004) PO BOX 541 NEW YORK, NY 10012 — — — — 508-636-7010 10X8 — 6X8 CORRUGATED STEEL TAX MAP NUMBER..... DIST. 1000 SECT. 122.00 BLOCK02.00 BAR DOOR O.H. DOORS ROOF, TYP. LOT P/0 008.001&024.004 L t 26'- 11"VIF O.A. EXIST. INTERIOR 19'-5" T Of Roof SITE AREA................. 548,558.44(12.59 ACRE Top O SS) I i I: I' I r; II p ! ,I I II I I•.I' ) ', I' 'I i II: ,il� �i ! I il' i !�' 24 11:n I,I II ' I „n I� i,i II I ll I II':' Ii I 11 / I I � I � I ,.I' 8 WIDE UNFINISHED RED CEDAR WOOD 4 CENTER-MAT H SITE CIVIL ENGINEER: I I I, Aoo2 ; ill; VERTICAL BOARD : II II II tI!III I I III•aI!I I: rrI.i III I I L I I II I.I!II'dIlI'i' II, I!' !I ' .:4 Ln a' I �q ��;!lI �L I I.�II IIlI' SIDING, TYP. I)' .!l I'F orPlan 1o0 1/ = 2nd Floor 10X10 12 - 0" BARN DOOR L. K. McLEANI ASSOCIATES, D.P.C. 1 OX1 0 \� ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BRGOKHAVEN. NEW YORK 11719 \` BARN DOOR I ` IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE EGRESS DOOR BUIILT INTO , APPROX. GRADE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ,' ITEM ON THESE DRAWINGS- IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 1 OX10 BARN DOOR 1stFloor ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY 0' - 011 HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND T.O. Footi n SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A �— RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. lllLl�-- -3' - 6" MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGIHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC © L.K. McLEAN ASSOCIATES, D.P.C. PROJECT: South Elevation 4 1/s" = 1'-0" TOWN OF S O U T H O L D GROSS BUILDING AREA SUFFOLK COUNTY, NY Level I Area NEW GRAY Top of RoofOLD SOUND VINEYARD 1st Floor 1152 Sr--] CORRUGATED SLOPES TYP. 8 ±17' - 0" VIF Grand total: 1 1152 SF MTL. ROOF TO = 9650 OLD SOUND AVENUE, c� MATTITUCK, NY 11952 MATCH EXIST., w z TYP. a: i ISSUES/REVISIONS _B.O. Roof Ci m ROOM SCHEDULE EXIST. CEDAR B&B �_ ±9' - 0" VIF Description No. Date VERTICAL SIDING; ? X ROOM NAME AREA ISSUED FOR PLANNING 1 10-27-25 NEW RECLAIMED w w SIDING TO ALIGN & ° APPROX. GRADE MATCH, TYP. 1 st Floor _1st Floor jill TASTING ROOM 619 SF ±0' - 0" VIF HALL 63 SF T.O. Footing DISHWASHING 78 SF - - - - - - - - — ±-3' - 6" VIF ® ADA RESTROOM 47SF t 24'-0"VIF WIDTH OF EXIST. BUILDING RESTROOM 22 SF WINE MAKING AREA 213 SF n East Elevation 1st Floor 1042 SF 1/8" = 1'-0" Grand total 1042 SF _ Top of Roof ±17' - 0" VIF SCLOPE ,JAN U / Mb TIYP. 0 Z :�OUT!iO�LD TOVdhi EXIST. CEDAR B&B El w o VERTICAL SIDING; . m NEW RECLAIMED o _ B.O. Roof SIDING TO ALIGN & U_ z ±9 - 0 VIF DRAWING TITLE: MATCH, TYP. X w GENERAL NOTES SCHEMATIC FLOOR PLANS & ,� I o APPROX. GRADE BUILDING ELEVATIONS > _ 1st Floor 1. GROSS BUILDING AREA IS APPROX. & SEAL & SIGNATURE: Design By: AR ±0' - 0" VIF MEASURED FROM EXTERIOR FACE OF EXIST. WELL BEHIND Drawn By: AR _ _ _ _ _ _ T.O. FootingENCLOSURE BASED ON MINIMUM CODE Approved BRAS CEDAR FENCE & GATE ±-3' - 6" VIF REQUIRED CLEAR HEAD HEIGHT ON SECOND PP Y= AS — — — — Scale: AS NOTED t 24'-0"VIF WIDTH OF EXIST. BUILDING FLOOR. Date: OCTOBER 27,2025 2. ROOM SCHEDULE AREA IS APPROX. & File No: 24082.000 MEASURED FROM INTERIOR OF FINISH WALLS. Sheet No. n West Elevation 3. DIMENSIONS ARE APPROX. & ROUNDED TO 1/8" = 1'-0" NEAREST 1/2". U.N.O. A002 FULL SIZED PLOT SIZE: 22" x 34" I A002 ; 3 Ord P�8 NEW GRAY , Top of Roofu ^Y CORRUGATED i I _17' 0" VI� Sou"a'Aye A. I I •. i dAw` �,;.,.ound Avex".. d. t 48 -o OVERALL MTL. ROOF TO ' t— F MATCH EXIST., wHALL 63 S == o B.O. Roofco 6'-0" VIF ?8'-0"VIF EXIST. LENGTH 20'-0" ADDITION TYP. EXIST. CEDAR B&B6X8 DOOR VIF _ RESTROOM , w� VERTICAL SIDING; I ` 22 SF NEW RECLAIMED I ' ' I ❑ i � li I -�I > SIDING TO ALIGN & k ` i I I ` 0 I # 2: 0 _ ; _...:;� �' MATCH, TYP. I I I ! ; �� �� ; I , I { I ! ' III +, APPROX. GRADEPROJECT bo W I f �,. I ! I ( I ! : J LOCATION !. - -- =-� _ ADA RESTROOM I i t : ; I I is -H F ELL i ! i 1 1 1 1_ Floor ? L_...._._..........____...... I �' f❑ , s „ i � I �. � �;..._ � = 47 SF ±0 - {� VIF" cn 1- x ❑ '.- �___.._-- _ EXIST. WELL BEHIND w x �TASTINGROOM - 1 �, - - - - - - - - - - - - - - - - - - - T.O. Footin :AOo2 6 w �, ..... ..�.._°._.II. (r ❑ - - - - - - - - - - - - - - - - - - - - - CEDAR FENCE & GATE -3' - 6" VlF d - 619 SF I �1* ^^ S A002 20'-0"ADDITION t 28'-0"VIF EXISTING BUILDING LOCATION M A P ° �..❑ > w �, ❑ I , - N.T.S. 0 0 > =I �_.__..._..--..a__._ WINE MAKING DISHWASHING . .I I...._.........I ` \� :::� W MAK _.�.. __ _ # AREA 78 SF PROJECT DATA APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) +I 4 o ~ N I % �v North Elevation +I I • 213 SF '! 3 NORTH FORK PROJECT 3 (024.004) PO BOX 541 — — — — — NEW YORK, NY 10012 508-636-7010 1OX8 6X8 TAB( MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 BAR DOOR O.H. DOORS LOT P/O 008.001&024.004 t 26'- 11"VIF O.A. EXIST. INTERIOR � 19'-5" NEW GRAY SITE AREA................. 548,558.44(12.59 ACRES) CORRUGATED ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) MTL. ROOF TO Roof I USE........................... MATCH EXIST. I ! ! I ! I Top 0" I I � i l j I j i � 1 f I i ( 17 0 VIF' / , -!s� WINERY FARMHOUSE 4 F- TYP. SITE CIVIL ENGINEER: Aoo2 Lu o EXIST. CEDAR B&B ! I _ VERTICAL SIDING; q I I ' ! I i ! B.O. Roof First Floor Plan o m NEW RECLAIMED I __ ti 1 _ ,� ,............ a.: W_.........__... ±9' - 0" VIF f : 1/8 - 1 -0 > cn SIDING TO ALIGN & ! I �W❑\.... I I : I I� i o w MATCH, TYP. ❑ ❑ I �1OX8 : 6X8 ; 6X8 �- I � � B � � O.H. I O.H. o _.._.. I i I ARN DOOR I i +, w I i I I J I DOOR J I DOOR APPROX. GRADE L. K. MCLEAN ASSOCIATES, D.P.C. I I I i I I ( i ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 IilIii i !!! 1st Floor ± ' — & VI IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE EXIST. WELL BEHIND DURECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY ,❑ T.O. FootingITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ CEDAR FENCE & GATE ___❑❑❑_❑❑_❑❑❑❑❑❑❑❑❑❑— J -3' — 611 VIA H S/HERENGINEEITEM THER IS IR SEALHAND TTHE NNOTATION "ALTEREDG ARCHITECT\ EBY" FOLLOWED BER SHALL AFFIX Y t 28'-0"VIF EXISTING BUILDING 20'-0"ADDITION HI!S/IHER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. MccLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC South Elevatilion 4 1/8" — 1'-0" Qc L.K. MCLEAN ASSOCIATES, D.P.C. PROJECT: TOWN OF SOUTHOLD GROSS BUILDING AREA SUFFOLK COUNTY, NY Level Area f OLD SOUND VINEYARD NEW GRAY Top of Roof 1st Floor 1152 SF ±17 0 VIF Grand total: 1 1152 SF CORRUGATED I' s❑YP. gt� f '¢ 9650 OLD SOUND AVENUE, MTL. ROOF TO ❑ _ MATTITUCK, NY 11952 MATCH EXIST., W o rMom TYP. 4iir—I I I q B.O. Roof ISSUES/REVISIONS EXIST. CEDAR B&BI ( ` I I ' I ° CO— +9' - 0" VIF ROOM SCHEDULE Description II � w � P No. Date VERTICAL SIDING; I ❑ ❑ ❑ ? ROOM NAME AREA x ISSUED FOR PLANNING 1 10-27-25 NEW RECLAIMED I i III W " ISSUED FOR PLANNING 2 01-12-26 SIDING TO ALIGN & I ° APPROX. GRADE MATCH, TYP. ! I it I � I ' I +I 1st Floor _1st Floor TASTING ROOM 619 SF ±0' - 0" IF HALL 63 SF T.O. Footin DISHWASHING 78 SF - - - - - - - - - - � ±-3' - 6`" VIF' t 24'-o"VIF WIDTH OF EXIST. BUILDING ADA RESTROOM 47 SF RESTROOM 22 SF WINE MAKING AREA 213 SF East Elevation 1st Floor 1042 SF 5 1/8" = 1'-0" Grand total 1042 SF 1'-0" _ .Top of_Roof SLOPE C / 26 TYP. z 12 20 I EXIST. CEDAR B&B = � ' ; ' I W JAN { , W SOUTHOLD TOWN VERTICAL SIDING; I ; m NEW RECLAIMED -�. ... _,... �....._ !_L._.._T ! '_I .._....i .. I B.O. Roof: ! 4.. .....;... — — PLANNING O SIDING TO ALIGN & -- I ! ! �_._............ ! i._..... I I i ! • . .. ± - 0 VIF DRAWING TITLE: I , I ! > MATCH, TYP. I m I I , I' x H E SC MATT GENERAL NOTES C FLOOR PLANS & w +, O APPROX. GRADE BUILDING ELEVATIONS +I ; I ! ' ' i ; 1 1 ' l ' !I _ 1 st_Floor 1. GROSS BUILDING AREA IS APPROX. & Design B +0, - 0°` VIF MEASURED FROM EXTERIOR FACE OF SEAL & SIGNATURE: 9 Y� AR EXIST. WELL BEHIND Drawn By: AR CEDAR FENCE & GATE _ _ — T.O. Footing ENCLOSURE BASED ON MINIMUM CODE Approved By: RR _ 3 6 VIF REQUIRED CLEAR HEAD HEIGHT ON SECOND Scale: AS NOTED t AS 24'-O"VIF WIDTH OF EXIST. BUILDING FLOOR. Date: JANUARY 12, 2026 2. ROOM SCHEDULE AREA IS APPROX. & File No: 24082.000 MEASURED FROM INTERIOR OF FINISH WALLS. Sheet No. 6 West Elevatiion 3. DIMENSIONS ARE APPROX. & ROUNDED TO 1/8" = 1'-0" NEAREST 1/2". U.N.O. A002 FULL SIZED PLOT SIZE: 22 x 34"