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Plans Rec'd 10.28.24
PROJECT LOCATION oi p { � __. 6 5 u" L D` S u" UN D" AV LN11 UE MATTITUCK , Y 1 1952 ��--- --- - 0 LOCATION M A P 1 , = 1000, PROJECT DATA APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) „x, NORTH FORK PROJECT 3 (024.004) x*X .: y �; . r,, ,.��, E'f�� „� i �, PO BOX 541 APPLICANT INFORMATION . r� x: s COTTAGE : _ . NEW YORK, NY 10012 508 636 7 010 � SHEET , : TAX MA P NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 SHEET T v ITLE _r � _, , :�� °., . •�' ' ���" ' ' LOT P 0 008.001&024.004 x; a. . , NUMBER / APPLICANT NAME.......FINNEGAN LAW P.C. MARTIN D. FINNEGAN ". ' � °�, � -� � ��. SITE AREA................. 548 558.44 12.59 ACRES- ' k TES BOX 1452 t'T > 1 TITLE PAGE t l.' Y ZONING 80 11.85 AC C 1 EROSION CONTROL PLAN n ADDRESS:.................. 13250MAIN ROAD W . C2 OVERALL USE........................... WINERY/FARMHOUSE SITE PLAN ` Ut 4 . a CITY:...................... �., SITE CIVIL C3 ENGINEER: LIGHTING PLAN ,Y E STAT NEW PORK C4 SITE DETAILS , f ZIP CODE:................... 11952 ; at as a , i J „ PROPOSED SANITARY PLAN S 1 PROP AN S 2 SANITARY S ITARY DETAILS r .. ,.. , "; .:' ✓y .;wry '�",. ,"„' �u, „rw;S db 4 f°f�A"2,`a'n, "� ,f, .,;� 'Yf, ..,.M� b �E` L. K. MILE S3 SANITARY AN ASSOCIATES D.P.C. t� RY DETAILS 2 4 k, qn, Mi 1 W- sa a, s ENGINEERING AND SURVEYING 437 Soulll couNiRr RD. BROOKHAVEN NEW YoRK 11719 SITE INFORMATION : ,. t t4.r, �.:,, ":.4,, ., ' ;: ,:, -,�:,.. ;, ` a'dr, ,�.>. r, v><q.4d bv'•*m'C° 'a&,^,4eb.M-';:u .h/..v. ,.:^ v�"x ,dk" 'd -a..; ,:-.. .. -.::. E. r ,, �,,, ...,' :4.4'�k !s:'^Ari'4�.✓'6 z44i�aM. :. „s;Y'. W2 RPZ DETAILS �..:: - ., t ,. ,W, '? Ya .f„ �; ;or,: , xr/: gam;. .a^`�t-4,' �: ',�' s. .w."., .�: %�'f y ,•'. i+r' 't' .t:,.z'- a,x: ..i .d:... R. r fi5F"+W � �,,., v m6E.'eawk?A'9"n M° °,;* '' '''^ ° ,a: Y� ,t/:r c,•,• ; :, , IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE h4« - .: �'✓,9Y,s!m` - »"" a :, 'S r a €r, '{.; °F >t y •; w,;�,, �„ � ; � r i DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY : w � n� a�" x »';q t r', , 'n:,, " t ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ s TOWNSHIP........... SOUTHOLD � � f. ..> ^ „ .�- n g ENGINEER IS ALTERED, THE ALTERING ARCHITECT', ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HAMLET................ MATTITUCK " .• : f HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 'x '� r > DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND a n •,', SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A r 4 � aw RESULT FIRE DISTRICT..... SO U TH O LD F® OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. z a fR gp � ' 'a t'° rd, McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE n SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY „ ' ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC S.C.T.M. NO........... DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/ 008.001 &024.004 L.K. cLEAN AS SOCIATES, D.P.C. AREA OF SITE... ... 232 175 S.F. 5.33 AC PROJECT: y �•. .uYnOR CURRENT USE.... WINE � Y K. �. TOW Y. N OF OU S�.� THO LD 4 >3 .,3ti ,di 3f� rG t s, x Sy a C UFFOLK .; , COUN TY,TY NY .,� ,a a 4- ::- •; ; ,z P' ?� z yv 4 m 0 L D SOUND VINEYARD I 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 ISSUES/REVISIONS Description No. Date AERIAL SCALE: 1 " = 1 50' NEARMAP HIGH RESOLUTION AERIAL IMAGERY MARCH 2O24 a / 3 i C) U i C O U 3 DRAWING TITLE: U RECEIVED TITLE PAGE OCT 2 S 2024 co c Sout--hold Town SEAL & SIGNATURE: Design By: MF �n Planning Boar o Drawn By: MF o Approved By: RAS 1 Scale: AS NOTED 0 �- o Date: OCTOBER 28, 2024 0 0 File No: 24082.000 N ci I? Sheet No. 00 0 " -q— T1 CV U IJ o n FULL SIZED PLOT SIZE: 22 x 34 \� . � _� / . / `__ 1 � / �- '� \\\ \ � \ \� \ `_ �� �� �.� I I \\ \ \\\\ \ _A, ///� /, ___ � \ LOCATION , _ 'O�T 'A_G - TEA Y ) a . � 1 \ "- -_ \ I //// \\\\\\\ �\��\\�\\ i / 1�i�� - \ \ / � W hw I _� /33/ �/ I i� a \ _ ` � ( / q� wow '' y •/ �' N/F CANDICE & RO ERT ROT - h , I 1C � y�t / / / \\\ \\\\\ \\\ \\\ _�// //z �- � \ \ \ / .y qa / l -� /f0f20 OLD SOUNDIIIAVENUF ' \ I // \\ \ \\\\ / \ \ ti� ( � ' � 0., S20°07'40"E ItATTJTUCK, NY 11952 r c0 ,� tch CV y k y o , N ' I / \ / w�� I a nA. �,,., TAx Lo��s �,:� 350.00 ti \ o \ a $ � �;�' ��� '� o a, 2 I �/ \\\ \ \ ��� / \\ 11 Qw� / ;( !Olr�a �^ cea,n ;h rtx,q.; o r n �'�i7 b O ti , Ez. -°�. ®> �:�....-.._�e_. N,. N/!+ JASON HAAS j S�y y Pe S y�i 1 `' r x p. P" 1 5.70' 290 COTTAGE WAY y. a �� �,I y a a eh s> � \ o _ \ \ , . 224.30 tx N�F BOZENA d X�CJE n o o /y9 I b /w It ,_F \ M TAX LOT 23 f952 // ��L� \GIERASIGE W S_� W tv 22 / c�c k ��k g91V OLLY S'CH JDT ////// \ \\\ \ \\\\\ �\\\ \��j X �j \ \ ^j ^� N/F CRYSTAL BOLLINC N/F JUANITA IfCKINNEY 480 COTTAGE 1IA� y I N i y s 4i k w h J Qi 9 GOTTA E 11A \ / ,�, ^� \� 360 COTTAGE frAY /f20 COTTAGEL-FAY�� NAT07`19 X, NY ff952. N' � / ,J N,Z�Z i»��� �!y'� / �r d( TTITUC$ F-3.1fi+9�21 /\ \ \\ \ \ / \ \ \ ° t A��O P 0 EXISTING TAX LO 8.1 O D i i ° -+- btATITUCl4 NY 1f9 MATTITUCJL NY 1f952 TAX LOT 23.20 CO �m y�y w`� /m ,i , °iw TAX JAT $ // \\ `\ / // �- \ \ \ / <• } '' I PROPOSE TAX LOT 8. ( ;� i -�A !AT 23.21 I °� m W �' / , 1\ ;' \ 1 t i I S20 0"E AX LOT 3. / 1 . , szo z1'Ob"E w�'� �-- N ''e r 1//// / 1` , \\\\\ ` \\� � / \ � w ",, ( l GO rQR' / 4 I to I,:1 S 3 ,�, 3�. 1 °� " _ , E e .f r tee o rr N � , /r r ,7 J 1 „ \ / - - \ g �� � 1 ,. "" ° . ;' . N 2 1Q� , x S1 04 40 .. 251.14 ` 5 S20°1 o"E 1 / //`O 1v�,��01�o� 1 / \ ��� / ,//' PAR EL �1 .;. ' i : .} O yONx R '� � _,.,, �� l.�.� .-...,i.::e` 1 1�6,51 \ \ \1 �O��$0 ♦ e p.., r. ? " y '..',� f� 1! ONE 8 J / / -` �i / / / 1 1 / \ \ 1-1 w �;. 31 ` I . 1 ..,. , ........... C / a 11b �J h / ps �,e _. °2f -f \ � _. .� �� 1 I I III III \ \ / / I �F - _ ; W o \ I I I \ \ A O 1 I11 .gip � � � II 1 I II r { � I I .�. 1 I I 1T \ r / \ 3 I 1 1 � N Ie' 1 `t � I h . . e I\ I �. I / h { rnI a: \ I / \ 11 I O�� 1 1 t I / I N ��. ._ �' \ \ . C ,� I I ; I I I I III �, _ \ LOCATION MAP } y' � / \ I. . .. . . . / . .. / . .. . / I c , , IIII I I IIIIIII I \ �, ,�Q I� "�. /_ j W _ _ _ \ \ \ / l . I III I i I \ \ r q ' fl, 9 COTTAGE F'r I \ . \ . . '.\. I I /F frN OF SOUTHOLD I /� \ -�25_` 1 = 1000 l 1 \ I 1 - " --. 3A \ O .EXIS�FiN ?�AX,'LOT 8:1i': /. : 9 / t_ /. . . •. .'•'. . I I {I \ V .,y J / - - .' .'\ ` �' / . /'. / '.'. .' l .I I I T JTUClG NY 1f952 I I IIIIIII I ` \ \ c, t FT LOT 23.25 I � 1 1 I �_ \ / �5°� / /, _ w PROPOSED T X LOT.24- . . / l I I \ - ._ "�:.� ? b ^Y :'.: / /',, . I II \ PROJECT DATA / N16 52 40" s--,_. q \ \' L / . . .'.. .'... . .' c I I /1 I I I III \ / �' +�63.93( Ga j`i' y,., I W ( �� I �. I � ' I I / / III I r'� \\ \ \ APPLICANT/OWNER... NORTH FORK PROJECT 2 008.001 r A. ;` o . ! t` I .1 '. '' \ . . .:. . . . . ... \ . . \''' \ \ . . .:. '..: ... ... .•.. / / // I I I 1 \ NORTH FORK PROJECT 3 024.004 I ° `,QQQ� C \ \ . ``, � .��. . : \.. - \ \ :�. ° I /� / /�/ / I I t. /\ \ \ PO BOX 541 l N/F CANDICE h ROBERT ROT ` I _ } ! G r / ( . \. ., \' /. . I I l\�\\_-� // // / \ \ \\ ) �J f f / / 1 \ / 9900 OLD SOUND AYENUE 6 } �,, x Cr2 I \ . \ �'.'. \ \ I /I /�� I \ \ NEW YORK, NY 10012 A[ATTITUCJG NY i1952 ° M ` ".�j / / --� • .'.' \ . 1 \ �\� I / ��/�� x, \ 508-636-7010 TAX LOT B.Z / \.' '\. \ I-. : \ . .' \ ' l \ // \\ \ c:=. / \ �\ .:'. .. .' .'. .: / sss•zrde- 1Daa� / ,� / TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 . _ - __ _. _ .- I _ _ _... \ .. . \ / . .-'. _. ,._ . ... \ ..w:.. :' 3'QQ". f :. � \ Zc �� t� 4 / w /,� \ s ° , ., - 3z'�crrw _ _ ) 1 / 1 �. I .:r - -I _ - \\ LOT P/0 008.001&024.004 �.,L l '''�''` '� J a �f - 20 32 40 W _ ! _ - ::.. . SITE AREA................. 548 558.44 w "I / 9 . ' cP +�. c�' �l 12.59 ACRES A / 1 ) f l / \ \ \ q q / //7 �� W c^ ''. 5co �/ '. /. / . '. I. . .. . . . t . .. . . . / / / //// // / / / \ \ ), / ZONING..................... - 7 4. -�4_ .. � i� 33� .-'5`� 31-/ off . '�:: ". / / . / ,\o // /h / / / / �i \\\ R 40 (0.74 AC) / R-80 (11.85 AC) N f - 7 - -- __- _ _ . f 1. l711111 � \ �\ �y cy /� N/F DANIELLA KOREN :' ' Oh Gj b�' 9y80 OLD SOUND AVENUE i / / /� l}��� �, 4 l �/ YATTITUC NY 11952 N 5 t.� I . '. . / j / � / / L___ / / /// / \\\� USE........................... WINERY/FARMHOUSE I� / / / / / / /{� L�//��\\ I TAX LOT 24.5 n1 V e tY I•.'•.' D .- .( I / / / / / \ \ \ (a:--\ �� f f co . . i ` . . .'. �- . - .-. . . . -. .---. 1 1- .�. __ I , - I ' l l l / 1 I / /////�// /`'� / \ \ SITE CIVIL ENGINEER: �� s19 . . .. . . . . 9P J I 1 r 1 -, 1 \ � , 11 0 E (ACTUAL) I . O . I. . .,' ..'. .�.. / / / 1, N1 . • . l L' .L' . . . . l. .1 . // �/ 1 \yq�` sr vra D 229.32 l '.. .. .•t. / / 11 // / \ A-.) /. \ l / / iF, a .4 / / IF `A F I //9 / I . I I / / / I 1 1 •�j I I n /"/ I / I / / :I: ll / / \ A I I l / 0 I \ I. / / /w O � i I \ \ 1 L . / o / \ .. � � / L. K. M cLE G / / AN A SSOCIAT ES D.P.C. /I \ O 1 Ill � / � l : I 1 \ J w � / \ ENGINEERING AND SURVEYING 37 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 f- 4 �. J ti� / z4,4 I' i l .: o r,XISTIN � TAX ioT I r . . . . . .''f : . �/ / / �/ r�, I� �.� 0 / T 24.4 I .I l.'' .1 1�1 � •'. • / / / 1 \ �\\��A P 0 PROPO ED TAX I '. I'', • l. . .I / , { ab,;; .. •.s�;..;� �. ' 'I ,'. � ,'. �, ,'. I, � .' \ \''.'.'// / / (� � \ z.: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE �..'.- 1-1 �x /. /�..'.'..',�..',�..'.-..'� �.'���. / DIRECTION F;t .' . / % / / O A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ' ,- O 1. I' I ITEM N THESE I T O H SE DRA WINGS.AWINGS. IF AN ITEM BEARING THE EA SEAL OF AN/ � ARCHITECT/ F I /r; z l A CE 1 . o I I / I / \ ENG NEER IS ALTERED THE ALTERING A I' / E NG RCHITECl1 ENGINEER SHALL AFFIX TO N .'I r U m /. J / / HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"I' �. / FOLLOWED BY r / I '. HI ER I r S SIGNATURE I E AND THE E DATE F O SUCH ALTERATION, 10 AND A SPECIFIC rr S ECI o I , 1 l 1 I :� 1 / I I.'4 rr / / � _. 2.57 l . .. . . / � I W ACTUAL 1' . • '. ' '. �. . . . �. . . . - l N20 09 55 � � // � � / •• . . � . ��6 DESCRIPTION F T � �/. ',-. ','.'','.'',�.'�,'.�''.�.•','. '.'. ..'I, ., l '. �'. �.��.'. � I \ ��, l O O HE ALTERATION ON THE DRAWING. THE PLANS AND Nd,E'IIf-80"t DdaD � (�'�.��.'��,'�. � �'.I - '.��_'.�� .�'\'.\.'�.'.'�.'. � I � 4 1 -37 J /Il l f `. / / SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A - - � - \- r - 1� ll /l �� 1 �q -\ / - 1 / \ RESULT OF CONTRA T A/ \ I / C UAL NEGOTIATIONS BETWEEN THE OWNER AND LX N F 23 EL�DN SEE l I I I \ � I \ �\\ / I 1 1 ` / 9520 OLD�OUND AVENUE I I I -. !' '. �- Ij \ McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE / XATTJTUCK NY ff852 \ // v O /' r I I \ \ 1 \ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY TA1( LOT 24.3 } q�, © _� ' / ' I I > > l �/ • \ \ ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / PROPOSED CONSTRUCTION \ \/ 4� �'��� (I ` - \ Ll I I- i� /// �� / \ \ \ 1 © L.K. MCLEAN ASSOCIATES, D.P.C. ENTRANCE W/ GATE ti ) � I ] I L � � I� � � U � � \ \ \ �� 0 \ S \ \ \ 1- ) - f _z - . ,� ///� /_z / - / / /// � 1\ ... \ \ \ \\\ I - / --�� > \� f ���'�`_.�".__ x,.r.. ..°..._ r .._..x'"" .,=.r..._.. PROJECT. / ' C R �� 1J1 N20°O s'35"W �_ _- ^7 tij`L - JV/F C�iF �TF4 "FOLK N N �L `�� �ry �1 � 0) I 5 •1 u� N N N w.F T'rn 30 3 N20°01'35"W \ \ / / /' 0 / N /� (O 4j ry I J � � � 4 L0 c0 QJ Cn O -N N N N N tJ��� �i9\ \ \ \\ 4 , \ _38 (/CTUALT �� \34-� / / -31--- �,50 AC UAL / \ -� / ' / ( � ( i i \ l I I 1 111 I I I 1111 \ \ l 1,258.22• �\ ( t. \�"\�\`°��\\ TOWN OF SOUTHOLD / / /)vzrze'�o>,fn aDJ ^� �- / iv t �r5(Daan) L /" _ ��/ / / / ) / / / / / \ ( ( I I I I I IIIIIII I I I 1 '�1P�y.E=B''[ACK --�_ \ N�BS_U_F_ OLKCOUNTY \ \\ SUFFOLK COUNTY, NY / ( � i I � ` �1�1I V / `/ HATER LOT RITY � 1 \ \ ( \ ( - � / 1 / / / ") \ \ \ I ' \ I 1 I / / / / III I I�`�r_rC� \ \ \ \ =. \ ` \\ / ` , � \-- � � � \ \ \ OLD SOUND VINEYARD / � ) ) ) ) \I \ I ) � i I i ( / 1 / , � I 1 1 � I I / 1 / III 4, � � � 4Lq `.% 9650 OLD SOUND AVENUE, •'y/ MATTITUCK, NY 11952 o / � / `�� ISSUES/REVISIONS IMPACT ON NOISE ODOR & LIGHT: SITE PLAN Description No. Date LEGEND: 1. Prior to start of any construction activity, notify the Town of Southold Planning & Engineering SCALE: 1 "=60' NOTES: PROPOSED BUILDING Departments a minimum of 2 business days in 0 60 120 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO o, advance; An inspection is required of the installed Feet MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE v turtle barrier fencing (aka erosion Control STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH PLANTING AREAS CONSTRUCTION ACTIVITY REGULATIONS. c prevention/silt fencing) by Town Engineers office 0 and Planning staff prior t0 clearing. 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH LL ---- PROPERTY LINE 3. Construction activities shall only Occur from ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. �- PROPOSED CONTOUR 7:00a.m. to 6:00p.m. On weekdays and Saturdays; 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL 0 4. No construction activities are permitted id OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS 11.0- - EXISTING CONTOUR Sundays, year-round, or the following holidays: 50' MIN. REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS C T DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL U CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND New Years DaF�44 } BUT SUFFICIENT TO KEEP C -0--PROPOSED SILT FENCE y FLOW "-/-,-,, +i',"MAX.C.to C. �"�T ON� BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. Memorial Day �n O HAY BAL AND/OR sAT FENONO o 0 -PROPOSED CONSTRUCTION FENCE Independence Day (July4th) 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED ,/� ��� RADE o a ARE IN PLACE, AND APPROVED BY THE ENGINEER. j cn col Labor Day �iN i. 9' x W s`k �•:: `� PROPOSED LEACHING BASIN Thanks IVin I -� 'E 1 S� �� >f =LL �5 FS"it,»; ;,:'.t4r.'-,� »w .�;y�r,,.��„�4rly_r ; 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE �'�1 9 9 I 11� y ^J 'F �i s"mN ''3'',-,I, �Yz.:.>i/.?`'`_.•�^ck vEM +�=tia=rr- :_: DOWN-SLOPE LIMIT OF ALL CLEARED GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS .tFYt!!r k�� .y!r:}' �.l;;b:"^;y L�r4°!-..'!I':'•� YAM�.1.e .4, / Christmas Da r'' 4 ,�, r ti•` ":__w r. 3 ` I FACE RTICAL O� T o ry, '�ao- i;::�n,.;� ...;.r`,xy^"••:.rc AN>Y SLOPE - - ,s :.'_�, „c>:.. ROADWAYS; 1. PR P D 15 CPEP DRAINAGE PIPE I �� < y. =` "�'' . r � AND ONTO ADJACENT PROPERTIES OR ROADWA 0 OSE r. � �> .t• .., <W L I I �O .,;_xs+.it- >�,., W,r;«u *;-4. )L 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO p F a 4r�,.r.;ax, ,I,t �:4.:, ";;,T+='�,W... �` ,.k. ry�,;.K,.r.•- o )y CR 4A. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; -x- PROPOSED DEER FENCE V r '•' � .Ya, BEDDING DETAIL PERSPECTIVE VIEW ;. ' <? .;;R'`I`�` 3 ; ~`A U ���HIV%"a�.. i;J'<4k:�,•� �7. z ` ,fL�ua x 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC p Q PLANTED CAB/FRANC �- z :. I zx,... 1<>•rrrlir-�.;i S ROADWAYS. ANGLE FIRST STAKE TOWARD G% ^� C QB 20' WIDE GRAVEL ACCESS ROAD �- 36" MINIMUM 2 x 2 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE O PREVIOUSLY LAID BALE. l,G ;� FENCE POST ./.isroReam OR N.Y.sT.Are D.O.T.Affirm R.GA EXPOSED; U © GRAVEL PARKING AREA FOR 21 PARKING STALLS c^ L-.` G ^c FILL Trne (NwN)ASo�E O5IVi0 aeAe EDR On A, -,^ r� 1-11 I 0) QD PLANTED APPLES FLOW = C ^c fG WOVEN WIRE FENCE 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND 0 QE PEDESTRIAN SIDEWALK G�^ r�� G �^ ^ (6 x 6 - 10110 WWF) z OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; '� PLAN VIEW L:^ rC% ^ --' - FILTER CLOTH 2 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; QF PROPOSED TASTING/STORAGE/BATHROOMS/PRODUCTION BLDG. G ^c �- DRAWING TITLE: n G c U © PLANTED CA. FRANK/MERLOT �� - ^ %C7 �� 'K ^ - - S'LOQf "' 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE RECEIVED I �� ^ _ PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE p QH PLANTED MERLOT �'^rc; ^ ANY SILT AND DEBRIS; EROSION CONTROL PLAN QI PLANTED GAMAY/PIWI OCT 2 € 2024 ��`� ,G '' ---- Y BOUND HAY BALES EMBED FILTER CLOTH RAGE R 0 A D 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. T �-- _ PLACED ON CONTOUR MIN. 6' INTO GROUND Qj BUILDING ENVELOPE FOR FUTURE FARMHOUSE �� ^r Z _ 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES ^�� 4„ CONSIRIICMN F/17RNitE-FIAMDA11d1 OF C04PACTET) 3/4'STONE BLIND OR NY.STATE D.O.L APPROVED R.C-A 2 RE-BARS: STEEL PICKETS OR FILL TOTS'(Nh)ADOVE EWSIM.O ADE FOR ORA1NAGE � > QK PLANTED ALBARINO Southo d Town 2"x z"STAKES 1.5'to z' IN GROUND. NOTE: I. r SIT � 14. SPILL REMEDIATION SUPPLIES Q v © PLANTED FRUITS & VEGETABLES Planning Board DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA L ES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED Design B MF cD -1 20' BUFFER TO REMAIN NATURAL HAY BALES. 112 ACRE 1 100 LINEAR FEET �R � SMALL SPILLS THAT MAY OCCUR. SEAL & SIGNATURE: 9 Y Ln o © Drawn By: GF cn QN EXISTING GREENHOUSE TO REMAIN ANCHORING DETAIL 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE D roved B O SECTION DETAIL CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. PP y: RAS p EXISTING HISTORIC & RENOVATED SMALL BARN & STRAW DALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE Scale: AS NOTED •I O 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED POTTING SHED TO REMAIN SILT FENCE DETAILS sE UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. Date: OCT 28, 2024 S rp LG.NTS I'.IE NTS (N 0 O 6iii, © EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN ��^�� NTb File No: 24082.000 00 AND BE USED FOR STORAGE 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND N C� HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS Sheet NO. QO 8 LANDBANKED PARKING STALLS SHALL_ BE ENACTED. N � ® 1 HANDICAP PARKING STALLS ON CONCRETE PAD v j QS 24' WIDE GRAVEL ACCESS ROAD C 1 O ri FULL SIZED PLOT SIZE: 22' x 34' . \ . \ EX. DRANT - /� 1 �� \ \ `~ \ \_ �. \ \� \ _ �___. '� i / 1� ///� ��� -� \ LOCATION £, \ / _ 'B�T 'AG \ TEA Y ) o. \ \ I �j// \\\\\\�\ \\\\�\�� i / ����� � \ \ q�pw // / N,0120NOLD SOUND�AYENU T 0 1 , I � R a 1 sj ^a� / /'` / ��\\\ \\\\\ \\\ \\\ // � � \ �`� ( / w. g V', S20°07'40"L' MATTITUCK NY 11952 I � `0 co �a �° ya� 1 yy o� o N ,� ) I / // / \\ \ \\\\ � / �� \ � w� �'/ / t ",� 4s "J° TAX LO 9 s<.. 350.00 ��' ( \ N y y q e�.Y I a o' Se�yI c�-,I /N of O I / O� \\\ \\ \ \ / //� \ \ SO - ....®-.,e®--.:� +....�•..w..�♦�_..,�a_.... „�:�+.:r+'"... // ^J DCG O"t `" S'n �/ c�'ga'''i2 1 '� ) /�j \\\\ // l"- \ \ \ } `r O I t . N/F JASON HAAS N�F BOZENA & M�CIE r5 p �y y�e �[�y // \\ .y ` J 224. 00 >x °.L"` 1 5.'/0" •-' 290 COTTAGE hIAY 13' �o �O a N y a a a, a a \ o / �p _ ,... /. :�^+ ., � �� �, �GIERASIMIUK S 5C cy tv / c�a n k /F / \\ \ �-� /rl \ \ \ MATTITUCKNY 1952 CRYSTAL ROLLING N F JUANITA X KINNEY y' e. y NLLY�SCH PDT 1 \ 1y� 1 "'� ', I,EY .�.i;.".`,` .,.`.".`.`�i: TAX LOT 23. N/F / 480 COTTAGE WA h (, a ti t° l� 90D COTTAGE, A ///// �� \\ \ \\\\\ \\\\ / \ \ ''\ 380 COTTAGE WAY 0-OTTAGE WAY ,. "t J ag / \ �7 � Y ��2 -� MATTf,!'UCK, NY 1f9 (�i � I- N M °i L al �! / Af TTITUCK 1p9�2/ / /� \ \\ ` \ // \ \ \ \ ' P/0 EXISTING TAX LO 8.9 i • -�-' -�• • - I �K TAX LOT 23.20 F° �"�l - 8 / \\ / I /�'w"f , MA fTUCK NY !f8 2 MATTITUC NY 1f952 c, m a �" a `� .:1 r y PROPOSED�TAX LOT 8.1� _. �, . ` , .`° i -�AJ� T 23.21 ..°a , y „J, / 7� o,-e TAX LO !� // // `1 \1 \\\ ` / // \ ,�1 W / \ '\ I rS209� E AX LOT 3. \ I \I �1 . „ m..a �,, w a T 3. J \ " \ `� '�ryF:�'»';: ..'" 'f; ,� T .�1> o .�/ ... r! I S20°F. E r `C ° iv�xi IN,,�� _� f/ / / / ` 1 „ 1 \\ / _� \ \ �° ���� / "; h I N : ;Y S 08-00' E 1 o YYY x s1 0'4 40 /j 30.81 } ,w, PAR EL 1. r..``, "N 19 _ - z51.14' szo°> ' Or.E 1 51, 11 �' // \ \ \ / 0*,'qp� , "^>~., .� " 'a: "� : ' ' 'T � e `.` `1.«'t.1:t , .-1.g F;e -\ / a.. ..� .�1,,.. '\, �':; ,I " // / '1 ' �" \I' \ / / / \ r �� �•�� / /c� ''<:';'.. M .., t.. .� ... - 6 '.' ..- oa `•: ! .. . 5- SIDE . RDAETB / - = g< "1 1 / \ \ ;,, ,, :' 4 ,. C M - ASK - / �.�,... � � � ' / ' � �' �Rf .^K„ .yy °..„" tJ ,,, '�'%.0 ,P ,t .t,µ.`, , . , - r. -- �. __ '_ .•.,'ram. _X ..,...,y,-,__ ( - II / / �\ \ { � / �:+ : v ! �31°.21 0 ' , . . ,C,- ' .. ,�..., :\'' - % / ( II IIIIII�II I \ \ J �,--. / / / t .' - . I I � 1:M1 I - I I I � I I i o � II � II I I _ R I'• I i i •7 /� 1 �Y` _r I I p ✓^ Jjff J i 3• '4 N o `. \P SFe A` I 0 1 1 1 " P AN TARY YST M'�'•'.' �.''.'�'•••'••'••'•• I / N s € � RO OSED S S E :':'.'.'•':.':''•' ./'..�•''•.''•''•'.'•'•''•'•''•'•''''.'''•'•''.'•'::''•'':''•..':....•:'' .'�•'•..:'•'.•' •'.•'•'•'.•'•'•''' .•'•''�•''•'.'••''•' •''•."'••'•'.''•• q s = ,�, hx I _ J �' : : ' I :: �'' .' .' .''.' .' �' ''.' '' I � (I( ( III 11 III -� \ LOCATION MAP ti Q� / d SEE SANITARY DRAWINGS �•, •, •, •! ( I I \ } / ( ) �.' I III I a a � z ':':' '•'' :':' 'm' I I I , \ I i > ! ' m I-•:�' .•'�•'••.'•'•'.'•'• •D.' 1 N F OWN OF SOUTHOLD - :w 1000 ' _ I I Q z I 2 5 4 ., I .'.•: '.'.• I q • •'.'�'•.\.'. •. •.'• '. •.' '• 9 COTTAGE WAY \ o l \ r :a .EXI 7rAX, LQ . . , /. . K . :': : :: I I IITUCK NY ,l952 I I I I I I I ,� ,' ...; :� / v LU ao.o' �' �.' PRO T X'.LQT'.24. -G I I I I ' \ � < lar, i� i, •� T LOT 23.25 \ �_ / ti - / I j 1 1 5 4 6: s 7 I a� �' / � ..ter _ a . . OJ ECT DATA �r k I } � I O i \ o , I'* P9 .:• L II�X i � I I N _ 5 �. W I z f� l 4 I I / o II W = I 3. I J I I I I W �., " , \ / APP I ANT N k _ . L C OW ER... N R 0 TH FORK PR OJECT �J 2 008.001 r. S • s � { a �� • I : n r -{� ., o. � � .. .�,` •.•�'•.'.'•.'.'•.'•'•. '.'�.',�\•�.'.��::• , . , . .�•. . •, •, . •, . •, .� . .• ,�•,•..•,• / . " c � / \ � 0 TH FORK PROJECT 3 (024.004) co _, F \'. •' \•' I / PO BOX 541 CANDICE & ROBERT ROT / . - J ' . . . , . , I J \ N f I' // / ' .' D - \ � . __X. - - l E '•' ''•' '.'•' '.'• ''•' '.' ., D YENU \ LD SOUN A / 6 t �^ \ c�': / I \ EW YORK, NY 10012 \'' :L I f :N • �.: l NY f1952 • :'•. ATTITUC M ' M 1= K / \ / / =1 508 636 7 010 AX LOT / T t � / a �� �/ �,/ . : : . .. .::'::.': , . , . fi,'., i s��.�'e� dPDJ 1 / n ? - .. \ \ i IC _.,. ///� P \ / TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 :: :: - o o \ _ LOT P/0 008.001&024.004 ..... / ow /<>. �,T20 32 40 W �.` '",., - %• >?• � -25 SI-E RD ETA Kl \ E AREA................. 548,558.44 12.59 ACRES - . . � � � l / a '�. , D / / /� ZONING..................... R-40 0.74 A - 4. -� / h , ( C) / R 80 11.85 AC r � ( ) I� , 5 ti 0 / \ _� qa+rp bey /� O O/ / ` N/F DANIELLA KOREN C, `", 6�. . . ------ , , . . . / 31 �O '._ .y i/ /' /, . • • , ' / / \ \ �� � Gj / 9780 OLD SOUND AVENUE .. �� / / / / / - --- I / / /// II l I l / / \ Y/F F :• 1 / _: I J / USE........................ $4 , � MATTITUCIC NY 11952 � � � � / / /l � \ LO WINER ARMHOUSE TAX T 24.5 n2 ` rt ( .: ' .' D , PROPSED U.G. ELEC. SERVICE ' / / / / / \ \ O 11 ° Ge I \ �'e',� � Oy � EX. U.G. ELEC. SERVICE � � � �• ."`'�.:o••:•:.:•:• M .� �' � �p��4' 336.9 Y� / / / SITE CIVIL ENGINEER: / o ,. LP3 �`~* ' x rnw�s / / N / ! \ \\ I S19 0 7 E (ACTUAL) , �� P ,; _ o 3Y .G l I TI9YS 29. , / d dD l ) f / 1 ,-r a R o , ems. ��. /'. S f 1 j• / �' N .I f zxi' } •I \ �/ .L _ E / I 1 i x / \ '•25. ••SIDE'' -�•.'�•'••'.I'••''•�'''•'••'.• Y D' A ET CK • ss e �. 1 -� t n 4 .I / _r•t j� / L / t •r:/�� 1 / 1 d Y ,I. Y \ \ f.: F l• l f , t / 1 ,_ 1 I. .. . .. . I /• //� /�/ \ L. K. McLEAN A �` A G .'. \ SSOC/IATES D.P.C. Q �'.'• •.'•'••.'•'••.'•'•'.'•'•'.'•'••.'•'•'.'•'•'.'••••.'•'•'.' '•'.'•'•'.'•' •:'•EXISTING WELL AND �. .'.�I.'.'•,-.'.•.�'.'• •o. � / J ,a / O�. -� ENGI E IN N 437 SOUTH N '••'�•'•'••'•'•�' N ER G A D SU COU TRY RD. BRO K N '\ \ / \ RVEYING 0 HAVE , NEW YORK 11719 D^` . PUMP TO REMAIN x / Mf- b ' a ° , . .. •FOR IRRIGATION ONLY /// / o I 7fI 7'I : TA L ,c �i I / \ \ �. ` . 1. •/. ' ,� T ' T 2 / �T` P 0'• R P A .'I•' c P ', LP1 '••,'•' ,'•' .'• \ IT IS A VIOLATION O • , _.,..w/, •. /. •. •� •, •. •. .'•'\'•'•.'•'•.'.�•,'.'•.'.'•,'.'•,'.'•'•'.'••, / � 'A c^� F THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE / \ �20 0 / / r• DIRECTI N F A I • �• I O O LC / ENDED AR HIT •••.�..'••',•.,'•',•.'•�,'. •','.'�'•.'�',•.'.�,:.'•��,'.',•',•.'•'.'.'�'. .'•.''.'.,-.'�.'.�,�.'•',• C ECT ENGINEER T / O ALTER IN ANY WAY ANY z., r '2 ,'.�'. / / / / r 0 !f �F�-, {�.: •,.. ITEM N THE ''..: x O SE DR y -[. n AWI 'i � NGS IF AN ITEM B AR N :. E I G THE EAL F �s:- 'r':"` S O AN AR HIT Z o:<. '�•' C ECT p^� .fun f �' / Y• L'- 'k�'t'." ,FN r-Y" � \ J"r•. .�� N I E G NEER IS ALTE B R D r.:. �.r:�', / E THE ALT RIN t='"� E G ARCHITE E I _r:w >' ��i"::r...- ) C NGNEER HA F i:+ i">" I•''•''' •/' S LL A FIX T .Y a r. U / / HI ER I M H I S TE T E R ' SEAL AN M D THE N TATI N " 1 / O O ALTERED Y" •/ B FOLL WE / r 0 OSED 2" / O D BY I i - HI R I I�'.'•'•.'•'.'.'_'..' •••.'• •.'•'•. •'•. •. � •. •. •. •. •. S E SGNATURE r \ AND M THE DATE F O SUCH ALTERA I N T O AND A P I �•.'•' / S E FI ° •'DO ES C ATER .'I I t F N .I / �J J I � W ACTUAL :•'•�•••'�::'''.'••'•'.'••'••'.'••''.'�••':':•'•.•�•' •.'••''•.':''••'••'.'•.••''•.'••'.'•.'••'.'•.'••''•. 1 N20 09 55 �. SERVICE �. { I DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AND adD x xxz"�i D 7 P /.'• '•''.'.' '.'•' .'•' .'•' .'•' .'•' .'•' .'•' .'•' S EC FI ATI N H �. / C O S EREIN ARE T `';:' I . I 1 IN ENDED FOR THE SUBJE T PR ptq C OJECT ONLY AS A -� !a• ® .' i�d'•.'•'•'.'•'•'.LP5, •'•'.'•''''•''''•'•''•'•'••'•''•'•''• I / \ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE WNE �-�qq cc`` ( O RAND L.K. F 23 EL NfL LLC /Y 7. % �� �` _/� l i / m N I \ L' .'.' '.'.' '.'. . :: I . :': :'1:' I �__ + ` McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE / AVENUE "`'-i r I 520 OLD�SOUND r:' t i f`: 1 is LP7 // / I \ SUB E T F A q J C O COP (1'..: YRIGHT P I I rz... ./•<i: / ETT N AND MAY t:i-i'� O NOT BE REVI E 11952 s LPS S D OR REUSED BY C •. MATTITU r.. K b w;�. 4. ANY T 2 3 ONE W THO T TA LO %ic I U WRI .�� TTEN AUTH RITY F O O L.K.M EA \ cL N ASSO IAT q ,t' .fix,;,.;�;:';'.�..,.-,,. ;;,,,�• / C ES PC F I rE r.f`, t, , :. \ ; ' PR P RP IN s' AN -;.:. 0 OSED Z b (O - ,,: r, ' '....'W+,..r. :to '%+ -' .. ':" s '`:r.` akA :«: s,'•.:;: »e':., yan ,sx.•{ .Mr.n •'✓C�:n: :6'•+'xtt^+.+. �+"^':.+r kn '•Y+•' 'r vi• n •,iBnedv.^:: I r, r^ v. ((�� i' w.wwr way `\ `J w.rd n.w.sw �.rw ..�. t t f•r ''r �e f / ,} .: r r� :., l ..� ..� ... r,. ... i..- a �: �... .. _.v .:.,.+ ., .. :•(�.:`. d - t; ASSOCIAT ES DPC. T X NCLOSURE co r, \ (� r HO BO E - - .. ter:^:,'.- .'. �+: :.� (,+-,{ v i ��` �- �-r 2 - � SIDE - YARD S TBA C I a r'7. t:f:.." f %l. S i a .a { r M1, ,fie. • v,.t a. it "I'i.. a t,',,., :!ti, / f _-�o \� t,,,�.,-C-. ""` .r.� - .�r. x ..� PROJECT. �- N n, (O Fj / rY �1 I \ r+, d �(p W O O`-N N N N N l� c0 \ /� / --- a _ �1/ N2 ° 6'35"W/ , �ti - N/F GOUTY OF�S(IFFOLK\ I ry� i / I ^ i I o r. / " / �' p� _38 C UAL n 31 LPs �'- T LOT 4: Q0 N `L I / [� ro J rn (n P W (�N N W.p.cr rn w 9� �,30,\ 1,258.22. ��� N20 1 35 Nr A L\.1 \ �T r 34 / ,� / ( � \ i , I I I l l I l l l l l l 11 \ \ l (ACt Da>> \� \ \ TOWN O F S 0 U T H 0 L D / / / 1 Nzxze-w(D aDJ _ / ( f \ \ z H° / - _ �� 2,o.o' / / ) / / / / /, / \ ( ( t / ' � r I ) I I I I I I J I ( I I I � � � � S\ET-IBACK __` \ 81.45 COUNTY 1\ \\ SUFF0LK COUNTY, NY I 1 \ � f I ' 1 / / / / � \ \ 1 \ ` i \ I / / / " I I I ����� � \ \ \ \ \ \WATAX LOT ORITTT�- I \\ � � \ OLD SOUND VINEYARD / / _- ) ) ) ) � \ I � (/ / 1 � / I / / ) � I 1 1 I I I / / / / 1 1114",/\ \ \ \ \ \ \ \ \ � -Z � ��\ \ \\\\ \ ��l 4kq/ �* 9650 OLD SOUND AVENUE, o� �\ MATTITUCK, NY 11952 / \�� ISSUES/REVISIONS LEGEND: SITE PLAN Description No. Date PROPOSED PARKING CALCULATION: PARKING PROVIDED PROPOSED CONCRETE SIDEWALK SCALE: 1 "=60' SITE DATA TABLE § 280-78 OFF-STREET PARKING REGULAR STALLS = 21 ; ;t.<•.':':'7 HANDICAP STALLS = 1 0 60 120 1. SUFFOLK COUNTY TAX NUMBER(S) DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/O 008.001&024.004 PROPOSED GRAVEL PAVEMENT WINE TASTING BUILDING LANDBANKED STALLS = 7 .. Feet 2. ZONING CLASS R-40/R-80 1 PARKING SPACE PER 100 SF OF GROSS FLOOR SPACE TOTAL STALLS PROVIDED = 29 3. AREA OF SITE 12.59 Ac (548,558.44 SF) PROPOSED BUILDINS 1 PARKING SPACE PER 1,000 SF OF GROSS FLOOR SPACE 4. INTENDED USE OF PROPERTY WINERY/FARMHOUSE PROPOSED TOPSOIL & SEED WINE TASTING = 1,800 SF 6. DATUM U.S.C• & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) 1,800 SF/100 = 18 STALLS 7. DEPTH TO GROUNDWATER 15' +/- Q, PLANTING AREAS WINE PROCESSING/STORAGE = 681 SF ZONING COMPLIANCE TABLE (R-40/R-80) 3 681 SF/1,000 = 1 STALL � BASEMENT/STORAGE = 1,688 SF ALLOWED (REQUIRED) PROPOSED cc -__- PROPERTY LINE 1,688 SF/1,000 = 2 STALLS MINIMUM LOT SIZE 50,000 SF 548,558.44 SF DRAINAGE CALCULATIONS: MINIMUM LOT WIDTH 175 FT 121.01 Ff n -�} PROPOSED CONTOUR EXISTING BLACKSMITH BARN ENTRANCE ROAD DRAINAGE STRUCTURE TABLE ^a; 1 PARKING SPACE PER 1,000 SF OF GROSS FLOOR SPACE DRAINAGE AREA 1 REQUIRED DRAINAGE AREA 4 REQUIRED MINIMUM LOT DEPTH 250 FT 1,470 FT PERVIOUS (STONE DWY.) = 2,510 SF PERVIOUS (VEGETATED) = 1,700 SF -1 1.0- - EXISTING CONTOUR STRUCTURE RIM TOP OF BOTTOM OF EFF. MAXIMUM BUILDING LOT COVERAGE 10% 0.9% (5,407 SF) V) C=0.5 C=0.1 STRUCTURE TYPE NAME ELEV. RING RING DEPTH N ro1 FLOOR SPACE = 672 SF V=(2,510 X 0.5) x 2"/12" = 209.17 CF V=(1,700 X 0.1) x 2"/12" = 28,33 CF MINIMUM FRONT YARD SETBACK 60' 336.9' 01 `� PROPOSED LEACHING BASIN 672 SF/1,000 = 1 STALLS TOTAL STORAGE REQUIRED = 209.17 CF PERVIOUS (STONE DWY.) = 6,325 SF LP1 1O'DIA. D.W. 37.3 35.3 31.3' 4' MINIMUM EITHER SIDE YARD WIDTH 20' 61' r�1 C=0.5 .3 l TOTAL PARKING REQUIRED = 22 STALLS DRAINAGE AREA 1 PROVIDED (LP1) V=(6 325 X 0.5) x 2.�12" = 527 CF LP2 IO'DIA, D.W. 36.9 34.9 29.9' 5' MINIMUM BOTH SIDE YARDS, TOTAL WIDTH 45' 262' (1) 10'0 x 4' DEEP LEACHING POOL = TOTAL STORAGE REQUIRED = 555.33 CF MINIMUM REAR YARD SETBACK 75' 746.1' -x- PROPOSED DEER FENCE 68.4 CF/VF X 4 = 273.6 PARKING LOT & ROADWAY DRAINAGE MAXIMUM LOT COVERAGE 20% 1.3% (7,170 SF) +J ® PROPOSED LIGHT POLE GENERAL NOTE: DRAINAGE AREA 4 PROVIC'FD (LP6) STRUCTURE TABLE U DRAINAGE AREA 2 (1) 10'0 x 9' DEEP LEACHING POOL = vL Q PLANTED CAB/FRANC PERVIOUS (GRASS) = 3,300 SF 68.4 CF/VF X 9 = 615.6 STRUCTURE RIM TOP OF BOTTOM OF EFF. PROPERTY DOES NOT CONTAIN ANY EXISTING CULVERTS, C=0.1 STRUCTURE TYPE O QB 20' WIDE GRAVEL ACCESS ROAD WATERLINES, OR SEWAGE DISPOSAL SYSTEMS. V=(3,300 X 0.1) x 2"/12" = 55 CF DRAINAGE AREA 5 REQUIRED NAME ELEV. RING RING DEPTH j © GRAVEL PARKING AREA FOR 21 PARKING STALLS PERVIOUS (STONE DWY.) = 3,350 SF PERVIOUS (VEGETATED) = 300 SF- LP3 1O'DIA, D.W. 36.0 34.0 29,0' 5' - - 3 QD PLANTED APPLES V=(3 350 X 0.5) x 2"/12" = 279.17 CF V=(300 X 0.1) x 2"/12" = 5 CF LP4 1O'DIA, D.W. 35.0 33.0 24.0' 9' 'o QE PEDESTRIAN SIDEWALK TOTAL STORAGE REQUIRED = 334.17 CF PERVIOUS (STONE DWY.) = 4,200 SF - C=0.5 LP5 1 O'DIA, D.W. 33.4' 31.4 25.4' '6' 'j QF PROPOSED TASTING/STORAGE/BATHROOMS/PRODUCTION BLDG. DRAINAGE AREA 2 PROVIDED (LP2) �4,200 X 0.5) x 2"/12" = 350 CF DRAWING TITLE: 0 © PLANTED CA. FRANK/MERLOT (1) 10'0 x 5' DEEP LEACHING POOL = TOTAL STORAGE REQUIRED = 355 CF LP6 10'DIA, D.W. 30.1 28.1 21.1' 7' \ � 68.4 CF/vF X 5 = 342 OVERALL SITE PLAN © PLANTED MERLOT �� I V D DRAINAGE AREA 5 PROVIDED (LP5) LP7 10'DIA, D.W. 20.6 18.6 9.6' 9' '- T QI PLANTED GAMAY/PIWI DRAINAGE AREA 3 REQUIRED (1)10'0 x 6' DEEP LEACHING POOL = LPS 1o'DIA, D.W. 12.7 10.7 3.7' 7' a� IMPERVIOUS (CONC.) = 500 SF 68.4 CF/VF X 6 = 410.4 - - c (2 BUILDING ENVELOPE FOR FUTURE FARMHOUSE OCT 2 � 2024 C=1.0 ROOF DRAINAGE STRUCTURE TABLE T c > © PLANTED ALBARINO V=(500 X 1.0) x 2"/12" = 83.33 CF DRAINAGE AREA 6 REQUIRED CL-° Southold Town PERVIOUS (GRASS) = 690 SF PERVIOUS (VEGETATED) = 250 SF STRUCTURE RIM TOP OF BOTTOM OF EFF. 3) O c © PLANTED FRUITS & VEGETABLES C=0.1 C=O.1 STRUCTURE TYPE __ 1 SEAL & SIGNATURE: Design By: MF 03 Planning Board NAME ELEV. RING RING DEPTH Q 20' BUFFER TO REMAIN NATURAL V=(690 X 0.1) x 2"/12" = 11.5 CF V=(250 X 0.1) x 2"/12" = 4.17 CF I \ Drawn By: MF (n PERVIOUS (STONE DWY.) = 2,370 SF PERVIOUS (STONE DWY.) = 5,540 SF I LP9 10'DIA, D.W. 35.5 33.1 27.1' 6' WAIIS A roved ' B RAS O -0 pN EXISTING GREENHOUSE TO REMAIN C=0.5 C=0.5 (m) W�-m�,L i \ PP y' O QO EXISTING HISTORIC & RENOVATED SMALL BARN & V=(2.370 X 0.5) x 2"/12" = 197.5 CF V=(5,540 X 0.5) x 2"/12" = 461.66 CF A_ - (Irx) 3 Scale: AS NOTED TOTAL STORAGE REQUIRED = 292.33 CF TOTAL STORAGE REQUIRED = 465.83 CF WAhr�m O POTTING SHED TO REMAIN 1 \- Ai�sHeo wA�RSNm ro (I-) wA�8m r° Date: OCTOBER 28, 2024 CV O p EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN DRAINAGE AREA 3 PROVIDED LP3 DRAINAGE AREA 6 PROVIDED LP6 WA�"Eo#` ") �� )- -'� -__ - -- - - \ O _ _ _ AND BE USED FOR STORAGE ( ) ( ) �(LP4) - ����- T �J� - - (1)10'0 x 5' DEEP LEACHING POOL = (1)10'0 x 7' DEEP LEACHING POOL = I e O: 0 - 00 @ 7 LANDBANKED PARKING STALLS 68.4 CF/VF X 5 = 342 CF 68.4 CF/VF X 7 = 478.8 Sheet No. N N ® 1 HANDICAP PARKING STALLS ON CONCRETE PAD WATERSHED MAP C 2 0 . @s 24' WIDE GRAVEL ACCESS ROAD N.T.S. FULL SIZED PLOT SIZE: 22' x 34' \ 40 W 16 `� .' Catalog ' �.a f<`�- / w " ,t1 ; 8 •1 + ^`C (a --• Ra d ea n Post Top Number PROJECT o ; LED Area Luminaire Notes LOCATION M /r�{ N/ GL NRO AVJ NRUAOl9 O ^�• ` IA727Cr M86a ( € O `_ ° . �"�'• .. � Tyi +e O LA BABA l y r TAX LOT 8.2 0 I / \ C1' r I Introduction The architecturally-inspired shape of the TIVI RADEAN c" _ _ Specificationsan s refamily. N20°32 40"W post top area uminaire embodies \ e 1.02 ft' N20°3 2 4 0' W the grace d strength of the RADEAN EPA: (0.105 m=� The twin copper-core cast aluminum arms 20°3 2 ' 4 0111 W , Length: 24 support the slender superstructure,creating _...,Q 5• ry (61cm) a beautiful sculpture by day transforming r V / 24 Width: into a beacon of comfort by night.Triangular 0 / • 8 w H1 4„ arms redirect reflection maintaining Its visually He ght1fe (10.16crn; quiet appearance.With sleek lines and simple N w+IaLL�RORRN O �? I I I H2 6,. silhouettes,these LED luminaires use specialized f i wao an 'M avixur (� "yq Luminaire 2 LOCATION M A P yy O O rAffnW's M rresa �( "�j ` Height: (66.04'`m) W lighting and visual comfort to transform common 381bs �, ' - areas like courtyards,outdoor retail locations, 1' = 00' •' :"� Weight: _.. _ 07.24Kg) ____ universities and corporate campuses into TAX LOT 24.5 I 24 z \�\ pedestrian-friendly nighttime environments. PROJECT DATA r � ' w�t 0.0 0.1 x. 0 9 0`5 1+2 I APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) ,/ C0 o.o) x I o 3 x �. 11 sroRY N NORTH FORK PROJECT 3 (024.004) --► ( 01 1.7 O 1, i 0.0 x x° x. �� FRAME N 17 PO BOX 541 NEW YORK NY 10012 S19 24 37 E (ACTUAL) 0Q 2Q= s ® 24.01 �. x x 508-636-7010 00 0 0 o 0 0.0 0 OS21 12"F Q'fED)0.0 0 0.0 0.0 0.0 x °3 2 ° 0.0 0.1 %.5 TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 (�a --._.-ae .� ....@ a , ., ..a.0 0 x o ......... 0 0 _ ,% 0.0 01 ° ' 2 /w I LOT P/O 008.001&024.004 0.0 " 0.0 " 0'b•�._. '. .��0.. ,Q.. Tj'E'i ,Q�x ,� ': `. f �• { --j 0 6-'_` � � _E E t, x �U x °° x E-0-r'-E , x EXAMPLE: RADPT LED P3 30K SYM MVOLT PT4 PE DNAXD SITE AREA................. 548,558.44(12.59 ACRES) 1.{:0.10 x -�o -�- --. -e-o -x - -o.o�- ' ° x o x 0.0 x x +�= / 0 x 0 •• fix, 0:0, x' 0.0 x 0 - 0 fl--• &9- x 3 0.6 RADPTLED { ° �O.o / o.o x •0.o x 6.Q ' .� o.o' x 0.0, x , 0' ZQ_ x ZONING..................... R-40 ( .74 AC) / R-80 (11.85 AC) o.o o/o . x ' . 0 0 ' . x '0.0 x. 0.0 . x 0 0 ' . % 0.0' 12 . ,x _ .- ° i �x 0. • x 0.0 ' x. 0:0 . x 0:0• x' 0.0 x. 0 x 0 3 x � ' 2.o x� o.o x °�' / . ' •o.o' x 6.0 0.0' . x 0.0' x 6.0 o, x 1•2.2' USE........................... WINERY/FARMHOUSE / j ( 0.0 "� 0.0 x . 0.0 x. 0 x 0 x . .0-0 x. •0.0 x 1.1 x . t0.0 x 0.0 x. { ' 0 • x • ' • 0:0. '� 0.0 ' '� 0• x 0:0, x' 0.1 x RADPTLED Pt l('1 Lumens 27K 27DUK SYM SymmetrictypeV MVOLT' 2712 PT4' Sbpsinsidea4"OD round metal nle f t 0.0 0 0 ,Q 0.0 x 0.0 b.o 0 . 0.0 x 0.0' x 2 P2 `•O.ui L amens 30K 3000K z t x { �x •x x . , x x z . A-5 ASY Asymmetric type IV �4 347 RADPT20 Slipsovera23/8"diametertenon(4"tartennnrequired) 0.0 .o' { 0.0 . o.o o.o o.o . . 'o.o I 0.5 SITE CIVIL ENGINEER: Y/ 0.0 x 0.0 0:0, x' 0.0 x 0 • '` 0:0, x' 0.0 x• 0. x :9. P3 7,G`! Iunims 35K 3500K PATH Pathwa III 208' 480 RADPT25 Sli smera27/8"diamete.rtenen 4 talltpnonre required) Y r (" q' ) x '� 0.0 x { 0.0 x 0.0• " • 0.0 0 x 00, x 0.Q 1.6 x P4 ?;'i'uimens 40K 40ODK i ^ {0.0 0.0 " 0.0 " . 0.0 x. •0.0 0 • 0.0 x 0.0 x. 0.2 " 240 a P5 1" •J;:I innens SOK 5000K ^ 0. l 0.0 'A I /• 0 x. 0 x 0.0. x. 0.0 ' x• 0 ',` 0:1 " ° = � ' (^ �x \ 0.0 " 0.1 'Q' 0.0 '�'. 0.1 x 0 0. x 0 1• 'Q / 0.1 x I 0.5 Q '0.1 •0.1 0.4 '0.1 !).1 1 / C� _0.0k 01 0:1 0.1 • .1 'A 0'1 0.1G 0.0 1 x °.1 x 01. 0.1 x 0.1 " 0.3 xq(0 q0. - $2- -9 '-6 4 � -�.2=x- 2-- '' �`- -33 x 10.5 v J / 9 _n W0.0 \ 1 x . - -r�- � `��-�2�`- -w�'� 0. �� 0.6 I x *0.0 x 3 0.8 0.4 0.6 x 0.5 x 0.6 x O.B Shipped installed SF Single Fuse' Shipped installed DDBXD Dark bronze DDBTXD Texmreddark bronze 0.7 0.3 0.6 0.2 oa o.7 0.8 C -_.� C-_� L. K. McLEAN ASSOCIATES, D.P.C. /{,� x „Q' / x x x x x x x NLTAIR2 n'iahtAlR2OerahLd° DF Double fuse' HS Housesdeshpld" DBLXD Black DBLBXD Textured black v� 0.9 0.8 1.1 0.5 1.2 0.5 1 1 02 CE Butnn hotoctll R90 Rotatedopncs DNAXD Naturalaluminum DNATXD Texturrd natural aluminum { " 0.2 { 1.7 'A 0.4 x 1.8 x 0.5 x 1.6 x 2.0 " 0.4 x gy3 x x x 'A x x x x Q1 0.1 2.3 0.4 0.3 0.7 -4 2.0 ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 v j0.0 x / 0.6 x 11vv��A-� 1.8 x 1.1 xEk 1.1 x 1.5 -3 09 x x 02 FAQ Field adlustahb'rnmut` DWHXD White DWHGXD Textured white x 1 x 2.5 x 0.3 x 2.5 x 0.3 x 2.6 x 1.4 x 0 7 DMG 0-IOvdimmin x 'b /� 0.0 '? 2 'A 0.5 x 1.8 x 0.4 x 2.2 x 0.5 x 1.6 x "doutside�xtwe(`ur t ©0 x z x x 44 x x x x 2 P IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE /� 0.1 " 0.9 x 0.2 " 1.1 x 0.2 x 1.2 4 x 0.5 use with an Poernal c^ DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY x' / x x x x x x ,Q' 'A rol,orderedse aratply ' 0.0 0.3 0.3 0.5 0.3 0.6 0.3 0.60.1 P ITEM ON THESE DRAWINGS IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 0 x 0.1 x 0.4 x 0.1 x 0.4 x 2 x 0.4 x 0.3 x 0. 0.0 x 0.0 " 0.2 x 0.1 x 0.3 x 0.1 0 0.3 x 0.1 x 0.2 x I ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO f' t 0.0 x 0.1 " 0.1 x 0.1 x 0.1 x 0.1 x 0.1 x 0.2 x 0.1, HISMER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY j ! 0.0 0.0 x 0.1 x 0.1 ar; qt; [ ir; 0.1 x 0.1 x 01/ x 0.1 0.1 HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1 0.0 _ r 0.0.___ ._. _.. ... ._. x il x x 01 x 0.1 - -- '� - �" '� -0- O. x 0.1 x• DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND u-u( 0.0 O.O 0.O x 0.0 x 0.O x ''• 0..0° '' 'x 0 0 x O.0 x 0.2 x 0.1 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A x x ' x x x ;`,W, •. x I�;+ !' x O.O .2 " 0.2 0.2 '0.1 . ' . ' . -0.2 " "' _.....' RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. r . McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE J N20°09 55" W (ACTUAL) 242" 57 x 01 0 �` 0:3, 02 ' . x. 0.3• 0:2, ` COMMERCIAL OUTDOOR One Conyers,Georgia Phone:1800-705-5ERV{7378) RADPTLED Q 0.6 I 0.4 X 2' 0 4 0.2 O 4' �a., s A SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 11/ 0 7 0.5 0.6 �0.5 0.4 0.6 * ��*"aR � �"r�.. ®2011-2024 Acuity Brands Lighting,Inc.All rights reserved. Rev 03/27/24 u ' �� (DEED) 0 0.3 x 0.6 x 0.6 x 0.4 x 0:9 x' 0.5 x 8 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC N22 31 30 W 1 DEED/ L x x x x x x 0 p` 1.2 1.0' 0.6 � 0.8� .0.4• 0 5 _7 0' 1 © L.K. MCLEAN ASSOCIATES, D.P.C. ! ! ® x 0.7 x 7 x 1.2 .x •0.8 •x -g � 1.0 x '1.2_ _ n / 0.4 x 1.0 x 0:5. x' 6 ' x. • ' 0.6 • x I'4• N/r a8 AL JV ARIL LW 0.0/` x 0 6 x 1 1 1.1 x 1.d 6 x 9620 OLD SWND AVRNua ^ 7 x '` 1.2 „ 0. x 1.4 •x 0.7 x '1.4 '0. • 1.G -Y. rrrrmrcR M rresa •, / 0 0.3 x 1 1 0 9 x 1:4. x. 0.6 „ 3 • x 0:5, x PROJECT: 4', x 0 8 x 0.5 x 1.0 " 0.5 x 0.9 x 0.5 x 1.7 Luminaire Locations ^� y w Q x 0.7 x x x x 05 x x 08 x 04 x 'A x TOWN OF SOUTHOLD 0.0 08 04 0.6 0.4 0.5 0.5 TAX LOT 24.3 / �A, 0.4 0.4 0.5 0.3 It 0.3 0.4 ^ 0.5 0.3 0.3 0.3 03 0.3 SUFFOLK COUNTY NY !^C1J 0.4 0.2 0.3 0.2 0.3 0.2 0.2 Location `�J C;`` 2 03 0.2 0.2 0.2 0.2 0.2 / Y �0 1 0.3 x 0. x 0.2 x 2 x 0.2 x 0 2 p (`,� x/ o x 12 x 2 x 0.1 01 x 01 x No. Label X Y MH Tilt 0 0.1 x 2 x 0.1 0.1 " 0 1 x 0.1 x .1 x o� o x x o1 x o1 x x 1 A 1385716 302385 10 -10 V. 01 01 ° OLD SOUND VINEYARD 0.1 �,'' O.Q x 0., x .1 x 0. 01 x 1 x 0.1 x 2 A 1385753 302328 10 -10 �� c� (�, x 1 0. 0.1 x 1 „. 0.1 x 0.1 „ 0.0 1-0 0 0.1 x 1 x 0.1 x 0.1 x 0. 0.0 x o.o x o.o x 01 x o.o x o.o�. x o.o �X o.o x 0.0 3 A 1385791 302270 10 -10 x 0.0 x 0.0 x 0.0 x 0.0 x o.o x 00 x 0.0 x o.o x 0.0 x 0.0 �RT20°�6 ' 5" Wx0.0 0.0 x 0.0 0 0 x 0.0 0° x 0.0 4 A 1385825 302223 10 -10 Q� 0.0 0.0 00 9650 OLD SOUND AVENUE x x 5 A 1385882 302215 10 -10 MATTITUCK, NY 11952 �'R! (ACTUAL) 6 A 1385930 302224 10 0 ISSUES REVISIONS O� N22 28 10"W (DEED) 7 A 1385769 302195.7 12 10 / Description No. Date 8 A 1385803 302148 12 0 SITE PLAN 9 A 1385839 302094 12 0 10 A 1385876 302040 12 0 SCALE: 1 "=30' 0 30 60 Feet 3 v LEGEND: Lighting Statistics d Description Symbol Avg Max Min Max/Min Avg/Min v, PLANTING AREAS Parkin Lot&Access Road x0.2 0.4 fc 2.6 fc 0.1 fc 26.0:1 4.0:1 ---- PROPERTY LINE .21 � �I PROPOSED LIGHT POLE Cn c o LIGHTING NOTE: BUSINESS SHALL CLOSE AT DUSK Schedule o Symbol Label CITY Manufacturer Catalog Description Number Lamps Lamp Output LLF Input Power c A 10 Lithonia RADPT P1 30K RADEAN Post-Top with P1 1 2270 1 25.4134 j ® Lighting PATH HS 3000K Pathway distribution rn with house-side shield 3 v DRAWING TITLE: RECEIVED ED LIGHTING PLAN E --- v OCT 2 8 2024 c E Southold Town SEAL & SIGNATURE: Design By: MF Planning Board Drawn By: MF o Approved By: RAS J o Scale: AS NOTED d- o Date: OCTOBER 28, 2024 0 o File No: 24082.000 N N Sheet No. - 00 " � C 3 d In U FULL SIZED PLOT SIZE: 22" x 34' PROJECT LOCATION SIGNAGE FOR ACCESSIBLE PARKING I- -24"-►� NOTE: 6" -- - 5.0' SIGN HEIGHT SHALL BE SET 0„ LANDING TO MAKE IT CLEARLY TO ALL PEOPLE WITHIN VISIBLE E I� SECTION REVEAL DRIVER'S SEAT OF ANY PLAN NOTES: VEHICLE 0 LOCATION MAP 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR DROP CURB '> ' "` ~6'0��� N. I-F-1211 I 1' = 1000' GREEN BORDER (3/8") AND 35B SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY CONC. WHEEL . �� L,�_5 5 LETTERING (2" HEIGHT)LOADING , L.. "'-5•0 ° PROJECT DATA STOP (TYP.) *e!551' ` 1 1� WHITE BACKGROUND AND 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND a '.I °M � 3/8" MARGIN APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) PRECAST OR APPROVED EQUAL. 4„ (�.P )__,_ : ' 4" (TYP.}--.- -.- 18, NORTH FORK PROJECT 3 (024.004) 24�� `.: ,;< ; BLUE INTERNATIONAL PO BOX 541 0 HEAVY DUTY FRAME & COVER _ SYMBOL OF ACCESSIBILITY NEW YORK, NY 10012 N.T.S. o PABEMENT LUE <. r `': -� :` ,•.,., 508-636-7010 ArA.'Rp o MARKINGS , ' �Q1 3/8 GREEN BORDER TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 .cam cam. f ` LOT P/0 008.001&024.004 /2" GREEN LETTERING `-1 SITE AREA................. 548,558.44(12.59 ACRES) 6„ „'j'a` IPI WHITE BACKGROUND AND c�c� c�I 6 CC__ R 40 / va�ar� „ A �. 3/8" MARGIN ZONING..................... - (0.74 AC) R-80 (11.85 AC) WINERY/FARMHOUSE ry' $`' USE........................... SIGNAGE FOR ACCESSIBLE PARKING SECTION SITE CIVIL ENGINEER: PLAN NOTES: ., a N ° ; � N.T.S. 1. MATERIALS SHALL CONFORM TO ASTM ' A48 CLASS 30B OR 35B 2. LOAD RATING SHALL BE AASHTO & HS 20-44 HIGHWAY LOADING 10.0' 10.0' 10.0'- -i-, • - �- 30,0" A 24 0 HEAVY DUTY FRAME L. K. McLEAN ASSOCIATES, D.P.C. & OPEN GRATE COVER TYPICAL ACCESSIBLE PARKING DETAIL ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NFW YORK 11719 N.T.S. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE N.T.S. 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 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 SUFFOLK COUNTY, NY O L D SOUND VINEYARD 8" THICK REINFORCED DRAINAGE NOTES RESERVED CONCRETE TRAFFIC BEARING PARKING SEE SIGN 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 SLAB 24" DIAMETER FOR SURFACE AS PER CAST IRON INLET GRATE &t 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS ® PARKIACCESNG 9650 OLD SOUND AVENUE, PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS DETAIL MATTITUCK, NY 11952 PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE vaN ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY accEssIBLE ISSUES/REVISIONS 4" MI -�\� THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. Description NO. Date 8„ BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE z a ° ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. ® DJ Dtl ® NO DIRECT PAYMENT WILL BE MADE ® M ® ® ® ® o STEEL POST 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET (2"X2") a° ® ® ® ® ® FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. d° 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. - - ----" -o �$bodop HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE EFF. DEPTH AS PER SITE PLAN boo (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. z • CONCRETE BASE o�.oa98o !•.I I • 10'0 DEEP PRECAST FOR SIZE) ® ® ® ® 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS CONCRETE LEACHING UNLESS OTHERWISE NOTED. io _ ® ® ® RING ® ® p 6° 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING U. V) - ® ® ® p086°h -- DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE " rn - ® ® gag° _ GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND � -12"-� SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT 0 oa o 008° PAYMENT WILL BE MADE FOR THIS OPERATION. S ( G N A G E F 0 R 08 ACCESSIBLE 2' MIN. - 4°oOo'8°o�°o° 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". GROUND °°° °= °° CLEAN SAND & U WATER GRAVEL FILL AS APPROVED REINFORCEMENT NOTES: PARKING- 1 o, „ BY THE E.I.0 1. STEEL REINFORCED ON LEACHING SECTIONS 2 MIN. 10 -0 2 MIN. N.T.S. NOTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12'#6x#8. v CLEAN FILL MATERIAL IMPORTED FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL 2. STEEL REINFORCING ON CONE SECTION 12-#2 U ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. DRAWING TITLE: / N.T.S. 0 SITE DETAILS RECEIVED E ' FSo 282024� Desi n B : MF SEAL & SIGNATURE: 9 Y utho d own Drawn By: MF 0 -o Planning Board Approved By: RAS Scale: AS NOTED � o Date: OCTOBER 28, 2024 00 File No: 24082.000 N N Sheet No. . 00 000 " -t C4 N U � o n FULL SIZED PLOT SIZE: 22" x 34" / _ '�T 'AGA Y EX. , STY. a 1 \ \ \ \ \ - -\ \\ \\\\\ \\ \\\\� / ����\ \ / '� IV I 33/ GREEN HOUSE I c0 I �_ 1 \ \ \ //// � \\ \ \\\\\ /�� �/ \ \ qNO SANITARY, a 1 k 1� k / \ \\\\\ \\ \\\ �// /// I- \ \ \ s' � / N/F CANDICE ,! RO ERT ROT NO WATER h qqq \ to \ /-1 \\ \ \ \ \ / �$, i'�l I t �p o--�- /fofM OLD SOUND AVENUE ° ) N x y a 1 a , y a 1 I / // / -� \\ \ \\\\ \ \ �� PROJECT ti 4 0� I ( g' - S20 07'40"E XATTITUCIG NY 11952 � ,� � � � ��,� �, yam k ado�II 4 N '� I � y - 1�v �a o,� ti �1 � 0 2 J / \\ \ \ �// \ LOCATION `v q J t, /> ,m.> TAX LO s e , 350.00 �, [- h 1 x•',v•I+'ce <' yam/ \ \ N ON. y "ltn yn n O .yes Oy , Y,- 224.30' p� F . . ."4,,�'5.-70. •' 290FCOTTACE AAY N BOZENA A A4�CIE ny s? Io 2 Np 8,e4�M �s� / //�� �\ \\\ \ \\\ �// Oz \ J / l- \ �� / d 4j' /. r4_.`._, GIERASI3fIUX 8p y 'j a t�i H / O N k k N F LLY CHMIDT I- \\ _• /�I / \\ \ \ I /�� 1 1j r� y "Y s e"\ dfATTIT[TCX NY f952 N/F CR TAL ROLLING N/F JUANITA l[CKINNEY 480 COTTAGE WA y � w �` A �O �' n ej 9 �iC0OT7A�SE SAY /�� \ \ r �o/ 0 8.1 M `� \i' l a, .'.6'`I. TAX L(`T 23' S60 COTTAGE )PAY 0 COTTAGE-AAY N � � � °j� � w� 027 C 1 ///// \\ \ \\\\ \\ \ � � \ y P/0 EXISTING TAX L h .'R•I-" • .µ .` -' o .. YA ITUCI( NY 11952 NAPTTl 1 T 23.2f5P� �(ATTIPUCK !19 c' �o'�y �- c� � 1 v y 'a'e v2/ / �\ \\\ \\ \ \ \ / // \� \ \ PROPOSE TAX LOT 8. '� k TTIXIICIG !s t� t S20 0 E Ax Lor s.�� TAX LOT 23.20 w" w Z TAX LOT s 1 I ( \ / ��' ��, rn /'/- �R �•..i ( 1\, � ' .; 1. '� 30.8 °-% / l S20°21'00"E • C,� ti� �� `y r=' N '� /\//// \ `,`` 1\\\\\ \ \\� / - \ \ 4 b 1 . 1 \ I S 08�0 "E N 4 ° ,. / -� I ,1\ 1 \ // \ o} � w>, t e V 1 S1 04 40 f, ° x r0 1 V � "f ,» ":. P , ., ' .t ,° . zsNS R,o Ex. 1 STY. ,,_ �..,. 0 1 2 .... 0I - -... ,_, !,0..\ 251.14' `1 S20 >� 0"E -e 1,�51 /\ // \1 11 \� �j \ \ / �5 ,r y:,_,, .' �, „ « ,# "F` ,? `�L,6"g-EO ...\ FRAME SHED J \\\ �... - i 1 ' 1 ''ll \ / � _ <�. / . o'�b�' / e0 ,,, N. Q_..'.. ", q 1_.i._;-�s:,_ I "'"K` _. .. (NO SANITARY. \\ .. ' I-_.... . _ / / _�� / 1 \ /\ �� " 34 ° f,.E,r * "I ,"." . NO WATER) �. �� -- _ - J/ /, �. __µ _ . _. ��..._,..._.. _x _ _ .._ II ' 1� III // / �^ \ \ \ �_ \ $ ��, / ^` Ir" �.: x> .. ! r31 21 ,n . " �. : '' -- / f I� I I III III \ y� / ,3 - �. . 1 1 I III I sJ � . . / \ // - 1 1 / 3 tII, \• i � I , I o I I 1 I II II p `, •^i I I .a j/J a. 7� I 2 �V S I I \ 9p \ N I I I II l• 0 // j d 1' :¢ Ir \ r , } I 4 4 t N �p I \ / 1 I I s' I I I II a •t LA N' I I \ k^ I l I I �• � ••VEG • A 6 i I \ _ _ F O1P OF SOUTH LD 4 W' 1 N t l I I 2 5 q f fit•• .\�,•,. C Y I 9 TTA E 1I \ I i CO A 1 I �OT••8 r ��X. I r' �. ]C I r' I YITUC NY 1f952 I I I S / I�1_ $ I r� P PROS T X:LCJ'T. :2Q. $ � EX. 2 400 SF / � �T LOT 23.z5 I 1 0 .a ••P• NT ARI 1 _ •� 1 STY.'TA TiN E D•AL• Nt�'' I 'w: S G / 1 'v N1 .. i /. .. o I I \ \ � 4 rr I' N LOCATI N � o BU SDI G •:•\-:•�•�':��� 0 M A P ll s I I 9 I w � WITH 1. I w �2, BASEMENT I I \ yl. S _._ Y �r t C s 'ti / 1 / 1 S 1 "\ ,1 I I F.F.-3 . 52 1 1 �`' 000 l o e a RT ROT Cp I _._.....I f \ . \.' �\ �� // l l ll III �i+� \ N/F CANDICE dt ROBE I __ a', '.'.. .'•',''.'•'•'. .'•, •• - : .', '- '., ', •. - •,:', •'. ' •. ' "h - I/ l/ l \ n2 9 / \ 8900 OLD SOUND AVENUE 6 e . " \ .'• .'• '.'• '.' \ '.' '.' . .. .'•, .!• .'• .'•, .'\.'•- .'^ .. •`.'• '.'• ''• '.'• /. .. ��// \\ \ YATTITUC$ NY 1f952 \ e I `. `. \. \. •, •,•. \••,•..'• \..'. ,•..'- •.1. \•, / \\`�6U lJSL 11 f \ --`� I lJ TAX LOT 8.2 � ► / . "'. . . : :'. '' :':'': �:' : ''.'. '.'. \:.'. '.'. . . . . ..'.,'.'.,'.'..•.'..'.'. -:. .. . .. . •.'.,'. ' '. . . . \ % /////// \ \ PROJECT DATA / : .\' '_`• \ / szrz7 as a '� "'� 3 \ �._ . . ..... 9 3: 0• - �:� �°S' \ / PPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) 8 .. , ,.-I P ° 1 „ ., , , .J„4V Y� •OV, II .. ... ... f • . , • n.\. \8 dt �. ,,. w u.. , 20 32 40 W . . .. . • .\ • • � . . •' . , .. ' . :', ::. :", Q .^.:: '' - .. , p �. , ". :. :_�''..t. .__. - \ - _ - NORTH FORK PROJECT 3 024.004 �° "�- ,. �'^"` - s `"�'�'" .E S VG 7 L. . d' o ' '�b'''� �g ^' f-- r ;, c, ' r\(� / PO BOX 541 �1 4 1! } i �,20 32 40 W 85.7)'= / \ \ 9. �. V, .,', r�, r_', r'r a ^`L i� / / / \ \ NEW YORK, NY 10012 / ,'j' :�'M: 508 636 7 1 �:- . :: : &� -- w q :°, ; . ��. / ,�. . , ..`.'. ../.' t. •)'.'•,':.'•, '.'.�.' �' /� / ill// l / / \ \\ � rL o h TAX MAP NUMBER.... I T. / / \ D S 1000 SECT. 122.00 BLOCK02.00 /� --5 31 �. /^ / REN a l ��--' 1 •.••'I• ' ' ' ' /' ' ' /J' ' / / \ �' LOT P 0 008.001&024.004 q ��ti /� �p yp 8 BOFOL SOUND AVENUE e y i \ - �'f '' /-- - .�•,•.. � ._.. l �1, l / 1 11 l\ / ��w �y / /� MATrITUCX NY 15*52 � .* ;,..I' AP.PhES .`, ',;•' ,', PROPSED U.G. ELEC. SERVI� / ( / // \ ////\/// / / / \ \\\� ITE AREA................. 548 558.44 1 C _ TAX LdT 24.5 N -Q l' ( '• ---- / / / N� / /Q p // °� " °' '� 1 I / l I l I l l \ \ \ \ S ( 2.59 ACRES) ��° 1 \% ° �� .'� ' �_ �- ,. I.' { / N \ \ I ONING..................... R-40 0.74 AC R-80 11.85 AC ti / E (ACTUAL) w- �P » � �'. �`� / T. �s'as a(DaaDJ 229.32 / L':.''•',•'.''•'.•'.' .•' '.'I, . , .; , , I. , I, - . , . , . �•. / //� // \ Zol� / r�.�.._ n ":'w' .': EXISTING HISTORIC VILLAGE � . �. 1 / / / // / ` \ ®< / ��,_� .-.�._.....-._,...�„ .,.,. ., .�•'•. / o � � USE........................... NER FARMHOUSE / / \ / \ K MIT � PR P N C S H TO REMAIN \ 0 OSED I�4 D '.' 'BUa BANKED PARKING •"••z• • - " '• -' _ •-• AND BE USED FOR STORAGE '•'••.'• '- .I •I / r / AL t , / ST LS / SIT IVI / f / E C L E NGIN EER° / 1 , t 0 OSED CONC. I A K '• / M '«�`.as;..., S DEW L .'•P f t�fFED'CAB•'FRAiV •'••- lA d.:? �. / / ,NT D M�•.� I. ,:'. LP G T'I \ E / I• 'I �j.� 'I. jjj l f Q c� •PROP• P r OSED R Z IN r: \ \ . . / h P ROPOS A A H T N ED D ••�,- 0 BOX E CLOSUR .'�'�• E / / ,, a PARKING A •� / \ ST LL I _ / 1 / / cY-•v. � 4 e SmA X1.7'1 I'TAX' LOT-2 { id" , S N JI C 1 / r E lL' �' 0 O D-T q P 0-•PR P 'I'• l A TE �•C B.' .AN• 1 t. I [ LriN a I / , , , , , , / / :r l it l+, / / / �: / ,^ A :4= �k� Itt J// '`i. IJ/ !i 1 l•. 'TA� �CE °I'�'1 ,I�•�� �•� .••McLEAN � ,'. ASS Y a_ r:�.} .ra-: r .- ..,�..,... .ice•,.,,.,. ; .:<' .:. ;..,;.';,.; r^.,.. ,..,..',d:,t,.a:',.-.�`1:::. .'.•. •. v 437 T ENGINEERING AND SU SOU H COUNTRY RD. ( w / RVEYING BROOKHAVEN NEW YORK 11719 1 r / { t jjj/t - l. t - ,I. r ••r. / / t � r / / r N 0 20 0 5 W ,� ••. .,�. N 9 5 AC AL �2.57 . 1 . / ( ) -3 !-.:r.r •. e.'.'' IT IS A VIOLATION OF THE LAW J \ / K FOR ANY PERSON UNLESS ACTING UNDER THE / / 3 9 I ff l IR F 1 / D ECTION O A LICEN SEO AR HITE T r \ C C ENGINEER T A O LTER IN ANY -\ / WAY ANY r ^J N/F 23 EL�N LLC /� -'.r..;- / "� �_ ' l r / 1 _/ m ITEM ON THESE DR AWIN I / 7,., / \ GS FAN ITEM BEARING THE SEAL OF AN AR HIT 20 OLDrSOUND AVENUE :.,..,t,, `-, I .'•- .'•'_ .'- �_ \ \ �. t % i , I / E N 1 NG EER IS ALTE x• RED THE ALTERI A 6 !: NG RCHITE EN C GINEER HA F \ S LL A FIX T K NY 11 52 q I t 1l O ATTITUC t / / I r, - " y tr HI ER ITEM THEI SEAL AND TH 4 :'^r�% M E N TATI N "A O O LTERED BY" FOLL WE 4. ' O D BY LOT 2 r±'r'.^~r-'` l 3 / , 1 4 '"art^ J`l.'`x HI HER I NAT S S G URE :y.":->' AND TH T �� - / E DA E F O SUCH ALTERATI N .i. �� .a \ O AND A P F / "f„ r F S ECI I r... C .rv` (P� �,,; f' V e. is j - _v ;...,-. DE RIP ;. .,:!^ t?',. . J SC TION OF THE r .. ... ,... •r' „c - ALTERATI N r \\ O ON THE DRA c. W NG THE PLAN A f / / r.L. //1 f �1t !c .t'r •,,.. - ,. x r�� p �a I S EC I ATI N HE r+ , C O S RE A \ IN RE I T ND d.. ^ :?_. -t`.. ,, -_ .'�u :. •-a--• c'�''� O E SUBJECT PROJE T N Y t �Y / ?r� y, �• '.r r- r / .. .... '. :1 ,, \ ::�'; - �:` :4�`-`:fir �-=-.�:: I r - `�s`a'� RESULT F NTR ,' - O CO :�^' ;rs:;";:.-,� ACTUAL NEGOTIATI N .r: O S BETWEEN TH "s�-�'� E OWNER A , `j�F a.. t <i: -. ��• �_ _ - 1 / p PROPOSED 2 DOMESTIC o � � _ .•. }-�. '` Y ;: •' ! -= ( I „ 4 / ry 1 �I � � l \-�-�• '�*``--� • .' �$�} �• � x.r.-+..,. z .....�>_�.,,� �.,.x -•'••w.»r,-'- � McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE �)i N20 6 35 W rL I N/F COII OF zS FFOLF N /� «, H In cD�_� o�NNNNN���Op �9 \ o .. \ \\\\ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY p ^� ti o ci p N20 1 35 W WATER SERVICE � �� \ f3$ ACTUAL �/ �- �- � M 31 T LOT 4. � N N �L � t�, _� cp J � (r •p (� N N W-?�� 3 � 1 258.22 `�1 LOT 5.1 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC 1 \ 34 p^ J / NWW' W(ED) C L.K. MCLEAN ASSOCIATES, D.P.C. / / / 1 �0.� NtPEB'f0'1/(D aD) "� / �- / / / /� / \ / ( f �/ / / / l J 1 \ 1 I ' I � ' I I I I I ' \ \ \ \ ' \ , \��\ \ `\` O g I _ / / / 21 STALL GRAVEL / / \ / ( t \ � 6 S\E T 81. 5 / 77 I I / f l 'BACK ' I \ l / �' / / \ / / \ I i I I I I I I I I I I I I I ��1P� y�-"�- _.►�\ \ N/FSUF LKCOUNTY \1\` 1 \ PROJECT: � � PARKING LOT / / / / I 1 \ \ � ( / j \ I � / / / � \ � \ t , 1 ' 1 I / / I I ' I I I �1'C•�X�\ �� \ \ \ \ \ \IIATAX LO RI'1 \ / \ / -< s \ \ `\\ \ TOWN OF SOUTHOLD / _- 1 I ) / I / / I 1 1 1 I 1 / / l I l �'�1'i \ \ \ \ \ \ \ I i \ �'\ \ \\\\ \ SUFFOLK COUNTY, NY • w '<:11' a E % „ SITE PLAN ��/ °2i e 1'> SCALE: 1 "=so' �, O L D S O U N D V I N E YA R D 14. _ -.. ,1 O / 9650 OLD SOUND AVENUE, �T;''o L ¢t �• w M y 11 _ ,' 4. MATTITUCKI NY 11952 J!Pt,,I[L 4N d aLL1 •d1 J - � J, / `:. 'I, ,1, v, v , \_ ,1 : ' / -- \ LEGEND: ISSUES/REVISIONS 0 a y \ LP ,.i 8 MIN. j `. {5 P j` u � 3 ETE SIDEWALK NOTES• P n NO. L PROPOSED CONCR Descri tlo Date � �' u• �.• 1` D e "' ? J 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. " ; ( 0 b ,. �' w i, ��_� 1 O' i .t \ PROPOSED GRAVEL PAVEMENT 2. NO EXISTING SURFACE WATERS WITHIN 300. t_ I �' MIN. " 3. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED 'MIN. PROPOSED BUILDING SANITARY SYSTEM. 5 °` \ 4. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY w ���•, v SYSTEM. \ � r, -�, ,, ,, ,- � •� �• .,., k• U ", l• - 1. i, PROPOSED TOPSOIL & SEED 5. THERE ARE NO EXISTING SANITARY SYSTEMS ON SITE. ST �' c ti ,• « 1- -- PLANTING AREAS v � 1, ,., a, 1' � ,- 10'MIN.w „ � ,,. \:. �, , �, / •,, .�' ,, CO �- <1• �' 3g ,' ., --�/-'f�-'t- PROPERTY LINE '�' u' � �- �' PROPOSED CONTOUR L /�'y .,• / �- -1 1.0 - - EXISTING CONTOUR l/�. « a, \ �Q 1 cn �� L a' I, L /' , ` 1, J, 1. :, \ `� PROPOSED 10'0 LEACHING POOL o y� O 1• k. „ ` -x- PROPOSED DEER FENCE 0 Q , ,, :, PROPOSED. 2,400 SF L• , .t_, ko 1 STY. / �s O PROPOSED HYDROACTION AN500C W/ H2O LOADING KIT Il ^ V v 4 d• \ U \II J I TASTING BUILDING r\ co .- NO BASEMENT t• , t' . \ ,^ o ,,La ,[,� (F.F.=35.2) / \ (�FE �� PROPOSED FUTURE EXPANSION i, L ''1�/'•k`II •' , ., �, -,b !- /; \ ) 4. , f• „ , \-•ram 3 ,/rJ� / i _ -,� , ti i. , \, (p pM PROPOSED DISTRIBUTION MANHOLE -D W 1. I�l ,. .. v /1, - w �I '` ''• ' '" '" � S PROPOSED SANITARY PIPE •_ I w ,, 4� '. "' d' \ w- PROPOSED 2" DOMESTIC WATER SERVICE 0 .. d• ,. ,, DRAWING TITLE: / / \ E PROPOSED U.G. ELECTRIC `� PROPOSED SANITARY o L ti PROPOSED LIGHT POLE \ „ /,, , „ PLAN �. w• w V V � Y - ECEIVED SEAL & SIGNATURE: Design By: MF c7 Yij p y: RA o -0 / �' OCT 2 F 2024 APProved By: RAS o -"" L' �j d - - - M - - � - - Date OCTOBERA28N2024 cal o FAY Plannh�g BoaWd 0 o File No: 24082.000 o ENLARGED SITE PLAN Sheet No. 4 j SCALE: 1"=20' 0 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FULL SIZED PLOT SIZE: 22" x 34" SEWAGE DISPOSAL SYSTEM DESIGN 30" H2O TRAFFIC BEARING, HEAVY DUTY CAST IRON ALLOWABLE SITE SANITARY FLOW FRAME AND COVER PROJECT WATERTIGHT, BOLTED LIDS END CAP TYPE LOCATION WITH GASKETS TO GRADE HEAVY DUTY WATERTIGHT AND LEVELING DEVICE (POPULATION DENSITY EQUIVALENT) (ELEV. 35.00) LOCKING FRAME & COVER TO GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE)USE 600 GPD SUFFOLK COUNTY TYPE "F" / GRADE TOP OF RIM ACRE X 12.59 ACRES = 7,554 GPD ADJUSTABLE CASTING TO GRADE ELEV.=34.4 PROPOSED DESIGN FLOW PROPOSED 1 STORY WINE TASTING BUILDING TOP OF SLAB EL 33.17 2.5'MAX. 2.0'MAX. 2.5'MAX. 2.0'MAX. DESIGN SEWAGE FLOW RATE: BAR (WINE TASTING) = 10 GPD/SEAT CHIMNEY CHIMNEY STORAGE = 0.04 GPD/SF TOP OF STRUCTURE EL. 32.67 BUILDING 8„ • ��___• � •__.__•� _ 5'MIN. 4" DIA. 4.0' MAX 564 SF X 0.04 GPD/SF = 22.56 GPD :. c.. ;. 40 SEATS X 10 GPD/SEAT = 400 GPD SDR 35 PVC PIPE PITCHED MIN. 1/4" PER 1 i"• TOTAL = 422.56 ' "' = „--- } MIN. 4" DIA. 5" _. �� __ ___•- _ SDR 35 PVC PIPE PITCHED " MIN. ABOVE _..._ OUTLET INVERT MIN. 4" DIA. a• ...{ MIN. 1/8" PER 1' SDR 35 PVC PIPE PITCHED SEPTIC TANK I MIN. 1/8" PER 1' .' j FLOW •E1 :I REQUIRED: 422.56 GPD LINE CAST IRON PIPE TO TIE • PROVIDED: (1) HYDRO ACTION AN500C I/A SEPTIC TANK = 500 GPO LOCATION M A P • INTO EXISTING PIPE THAT ,' ( I jl �, INVERT (OUT) 2" MIN. INV.=31.03 LEACHING POOL , a EXISTS THE EXISTING INVERT (IN) ELEV. 31.50' •' III l II FOUNDATION WALL I I ELEV. 31.41' I 1 = 1000 O REQUIRED: 422.56 GPD / 1.5 GPD/SF = 281.71 SF E I INVERT (IN) 281.71 SF / 31.4 SF/LEACHING POOL = 9.O8VF e• I : i •' 4" CAST IRON SANITARY PIPE WITH ELEV. 31.2' PROJECT DATA:f a 4 (INV. = 33.20) PROVIDED:(1) 10'0 x 9.67 EFF. DEPTH LEACHING POOL APPLICANT OWNER... NORTH FORK PROJECT 2 (008.001) • I I DISTRUBUTION SAMPLING MANHOLE NORTH FORK PROJECT 3 (024.004) g ( FUTURE EXPANSION PO BOX 541 j A'I NEW NY 10012 I REQUIRED: 50% OF LEACHING CAPACITY 508-636 K7010 I PROVIDED: (1) 10 0 x 9.67' EFF. DEPTH CONCRETE LEACHING POOL I •. 10'MIN. a I j TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 TOTAL DENSITY VS. ALLOWABLE DENSITY LOT P/0 008.001&024.004 I ACTUAL DENSITY: 4 22.56 GPD SITE AREA................. 548,558.44(12.59 ACRES) C - . ALLOWABLE SEWAGE DENSITY: 7,554 GPD . ..-.. _...� -- STRUCTURE i.' . --e:•• -e:` ^� �' - EL. 5M8o0 ZONING. R 40 ( ) / ( ) Z - 0.74 AC R-80 11.85 AC OUTSIDE BOTTOM OF STRUCTURE EL. USE........................... WINERY/FARMHOUSE 25.51 SITE CIVIL ENGINEER: :,. PROPOSED IZA UNIT: HYDROACTION AN500-C = N.T.S. PROPOSED HEAVY DUTY ANDLOCKING CAST I � ? PROPOSED CONCRETE CHIMNEY GRADE EL. 34.1RON COVER TO L. K. MCLEAN ASSOCIATES, D.P.C. ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ILA O.W.T.S. NOTES: IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 1. HYDRO-ACTION AN500C POWER SUPPLY REQUIRED: DEDICATED 20 AMP CIRCUIT (120V, 60HZ) DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY 2.0'MAX. " 2. CONCRETE MINIMUM STRENGTH: 4,000 PSI 0 28 DAYS. ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 20 2.5'MAX. CONTROL PANEL AND AIR PUMP ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO CHIMNEY I PROPOSED HS-20 3. REBAR TO CONFORM TO ASTM A-615. } 4. LOADING TO CONFORM TO AASHTO H-20 LOADING. p HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED , A FOLLOWED BY LOAD RATED II'J P�LYETH"�LE�aE Et'I'•.L��URE HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC CONCRETE DOME 5. ALL FRAMES & COVERS SHALL BE WATERTIGHT, INSECT-PROOF AND LOCKABLE. N PRECAST CONCRETE PAD PLC CONTROL DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 6. COLLARS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. (TYP.) SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 7. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED BY HPII0 COMPRESSOR RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. THE MANUFACTURER. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 8. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFiLL AND DURING SYSTEM STARTUP. THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ADVANCE OF WORK. THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. © L.K. MCLEAN ASSOCIATES, D.P.C. MIN. 4" DIA. 9. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE BOTTOM OF THE SDR 35 PVC PIPE PITCHED EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN 1/8". THE CONTRACTOR SHALL PLACE THE I/A PROJECT: MIN. 1/8" PER V ' / O.W.T.S. ON THE PREPARED SAND BED AND SHALL SET THE TANK LEVEL TO WITHIN 1/8 INCH. ^,k .+ C? 10. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO , VERIFY THESE LOCATIONS. TOWN OF S O U T H O L D 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ANY DISTURBED AREAS. T[NG 4;` E...I; 12. ALL SANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN r , SUFFOLK COUNTY, NY ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY GRL'�It''1C) INVERT (IN) STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL_ SYSTEMS FOR OTHER 2"6 ,£"�"�° ELEV. 28.5' THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21, 2020. AIR HOSE AND 13. THE ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS 25'MAX, FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. HYDRCACTI N CONTROL PANEL ELECTRICAL SUPPLY 0 L D SOUND VINEYARD 14 THE EOF HOWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT AND COMPRESSOR SCR PUMPTO TREATMENT UNIT 15. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. 9.67' EFF. DEPTH 16. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. 9650 OLD SOUND AVENUE, 10 17. ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN PANEL MATTITUCK, NY 11952 SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" UNLESS GREATER COVER IS REQUIRED BY MANUFACTURER. 18. ALL PENETRATIONS INTO THE O.W.T.S. SHALL BE SEALED AND WATER TIGHT. PROFILE (NTS) ISSUES/REVISIONS 19. SDR9 HDPE PIPE SHALL HAVE CONTINUOUS SLOPE TO ALLOW EFFLUENT TO DRAIN BETWEEN CYCLES FOR FREEZE PROTECTION Description NO. Date 20. THE I/A OWTS SHALL VENT THROUGH THE GRAVITY SEWER PIPING IN THE PROPOSED BUILDINGS. NO ADDITIONAL VENTING IS REQUIRED. IF NEW VENT IS REQUIRED THE VENT SHALL BE 2" MIN. HDPE PIPE WITH CHARCOAL FILTER 18" ABOVE FINISHED GRADE AND SHALL BE LOCATED A MINIMUM OF 36" FROM ANY WINDOW OR DOOR. CONCRETE NOTES: 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. 2. ALL FRAMES & COVERS SHALL BE HEAVY DLTY, H-20 LOAD BEARING, WATERTIGHT, INSECT-PROOF AND LOCKABLE. 3. CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. (TYP.) 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 5. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6" LIFTS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTDRATION OF ANY DISTURBED AREAS. 7. ALL LEACHING POOLS TO BE INSTALLED AT THE SAME ELEVATION. 3' (MIN.) -I COLLAR (M(N,). COLLAR BOffOM'OF POOL'. IELEV. 1$.83. . 6''ivltN.:•PENETRATION INTO A'VIRGIN,STRATA.OF' I' SAND & GRAVEL-:. DRAWING TITLE: ECIti/ D SANITARY DETAILS R - 2 8 202h SEAL & SIGNATURE: Design By: MF cs, T outhold Town Drawn By: MF Planning Board Approved y: RAS Scale: AS NOTED Date: OCTOBER 28, 2024 File No: 24082.000 Sheet No. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S 2 FULL SIZED PLOT SIZE: 22 x 34" R y >t PROJECT MODEL N0. LOCATION PUMP COMPRESSER POWER CIRCUIT 120105 I' CB1 M1 L1 �„ o �" ,� 4, �" I 1�SPRAY\ PAGE �_---- �' wI+T wNT PUMP t _ > N N — — ( MOTOR /PUMP RATINGS: " `n � �_\ / 3/4HP ® 115V C82 M2 CSR 6 LOOPS 'I�l-��� 15.0 F.L.A. .. RP1 /RECIRC UMP RATINGS: J , PUMP 3/4HP ® 115V WNT 1wr n -1 MOTOR / 15.0 F.L.A. " d ,� �I�\�/ hF , , ` '•' 4.-•9" INLET Ara 1 �` -- G - OUTLET 6'-4 11P PUMP �3/4HP ®UMP NGSV f N'HT MOTOR 15.0 F.L.A. _ r-- C134 �I�`"�i� REMOTE PLC CONTROL PANEL = y_ \ WITH HP80 COMPRESSOR L . CRY DRY C1 — — / COMP. RATINGS: MODEL EC50-30-L-100-PLC PLAN VIEW COMP 1/4HP ® 115V AS MANUFACTURED BY OPS LOCATION MAP MOTOR 5.4 F.L.A. (OR APPROVED EQUAL) 1 = 1000� NOTE: ALL MOTORS ago MUST HAVE INTERNAL .a -'� " TOP OF RINGS REFERS TO THIS v' OVERLOAD PROTECTION. -rt - -- PROJECT DATA ew LR1-Q1 Rm M1 wT POINT HS-20 LOAD RATED BOLTED CAST IRON COVER. 4" MIN. MAXIMUM OF 2' EXTENSION COLLARS MAY BE USED TO aw LR1-Q2 PINK wNT M2 DEDICATED 20 A, 110 V POWER 2'-4" MAX BRING CASTING TO GRADE APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) CABLE, ROUTED IN 3/4 PVC L, NORTH FORK PROJECT 3 (024.004) .. ;=-==�4 PINK A CONDUIT FROM BUILDING PO BOX 541 RECIRC RUNNING I NEW YORK, NY 10012 ew LR1-Q3 wNT �1--- �--- —-- - - 508-636-7010 M3 REMOTE CONTROL PANEL 0.5' BUTYL RUBBER GASKET G MIXER RUNNING MANHOLE DETAIL 0.5' T______ ---- - - _ ._ RUBBER PIPE CONNECTOR TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCKO2.00 eIU 1wr INL I ' � -�^_ _ ( LOT P/O 008.001&024.004 LRt (NOT HS-20 RATED) -- _FL IN ONE� OUTLET LR1-Q4 N.T.S. I ! SITE AREA................. 548,558.44(12.59 ACRES) aw RED 16 PLC INPUT 7'-8" MIN. sw AS-1 PINK 10'-0" MAX. I ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) 5 6 WINERY/FARMHOUSE au RUN RUN AUD. 7�-4" ! i USE................... oRo ALARM e� 5'-4" 5'-3" HWA MUTE SITE CIVIL ENGINEER: eft (TEST OTTOM OF RINGS REFERS TO ALARM I o I THIS POINT k LIGHT 8-1/4 -- - t. RED euc RED 1a1r �.a:.>I��•�`•.••�:•:..'.� ^ .•••:';• RECAST CONCRETE MONOLITHIC ENABLE WEIGHTS. 3 THICK BED OF ''" "'' "" - ^ ==' •." - - "� TANK HS-20 RATED (4" WALL . r�I � t BASE UNIT: 12,250 LBS. SECTION VIEW .. •� y. ew t �` � "�� PLC INPUT COMPACTED ASTM C33 SAND THICKNESS) �- ROOF SLAB: 4,100 LBS. MAX. TOLERANCE OF L. K. McLEAN ASSOCIATES, D.P.C. OVERRIDE TOTAL EMPTY WEIGHT: 16,350 LBS. f 1/8" IN ANY DIRECTION ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ew 3 11� 4 12 PLC INPUT 11 Rw CSR wR NK - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 14 PLC INPUT DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY TAN /A 0 WTS HYD R OACTI 0 N AN 5 0 0-C ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ TIME DOSE 0 17 PLC INPUT ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO (HS-20 RATED) HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY ew DEMAND N.T.S. HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPRAY O TAN/NH "�� PLC INPUT (SEE DETAILS, THIS SHEET) 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 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. Wt REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. © L.K. MCLEAN ASSOCIATES, D.P.C. FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. CHANGES TOLERANCES DRAWN BY DATE PROJECT: F DECIMALS C. BARRICK n/3/1s SCHEMATIC, ELECTRICAL TOWN 0 r S 0 U T H 0 L D .xxx t.005 E .xx-t.010 MATERIAL SPEGFlCAiION: D FRACTIONAL SCALE: PART NO. �� /x' LEE CAPPED OR PLUGGED S U F FO LK COUNTY, NY SEPTIC PRODUCTS INC g x ANGLES AS NOTED FULL 120105 SUFFOLK COUNTY TYPE "F" q 1r- t1/2- 4„ ADJUSTABLE CASTING TO GRADE FINISHED GRADE SECTION -- ADJUST TO GRADE WITH N.J. SHALE OLD SOUND VINEYARD I In ---�RED BRICK & MORTAR (MIN. OF TWO COURSES & MAX. OF 150 STAINLESS STEEL BOLT �6" LAYER OF STONE /8" PLAN MAINTAIN MIN. 6" SEPARATION 1/8" THK. WASHER BETWEEN BRICKWORK AND STRUCTURE 96 M OLD SOUND AVENUE, = SEE ATTITUCK, NY 11952 3/8" O—RING GASKET PROFILES 6"DIA. SDR 35 PVC PIPE 6" DIA. 30' ELBOW ISSUES/REVISIONS NODU' — MAX. 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 308 OR 6"X6"X6" 60' WYE BRANCH Description No. Date 35B SPECIFICATIONS 2. LOAD RATING: H2O 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND FLOW a"Uk 6-DIA- FLOW PRECAST OR APPROVED EQUAL. SDR-35 SDR-35 INDOORS I OUTDOORS WATER TIGHT HEAVY DUTY LOCKING FRAME TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL & COVER N.T.S. 240 VOLT, 10 SERVICE TO E/ONE N.T.S. ELECTRICAL CONTROL PANEL IN PVC CONDUIT POWER I ONE 30A, 2-POLE CIRCUIT I PUMP STATION BREAKER IN EXISTING PANEL PANEL CONTROL PANEL — TO ON-SITE FOR PUMP STATION I IN NEMA 4X PUMP STATION ENCLOSURE 30A I EXISTING 100 AMP ELECTRIC - SERVICE TO ELECTRIC PANEL 20A I/A O.W.T.S. CONTROL PANEL TO ON-SITE I/A ONE 20A, 1 -POLE CIRCUIT I IN NEMA 4X O.WT.S. BREAKER IN EXISTING PANEL I ENCLOSURE FOR HYDROACTION AN500C 120 VOLT, 10 SERVICE TO HYDRO RECEIVED ACTION CONTROL PANEL I ALL WIRING SHALL BE - 2 #8, #12 GRD IN 1 " PVC CONDUIT I INSTALLED INSIDE SCHEDULE 80 PVC CONDUIT & SIZED AS OCT 2 8 2024 DRAWING TITLE: I REQUIRED. Southold Town FINISHED GRADE I Planning Board SANITARY DETAILS 2 ELECTRIC SERVICE SINGLE LINE DIAGRAM N.T.S. SEAL & SIGNATURE: Design By: IMF Drawn By: MF Approved By: RAS Scale: AS NOTED Date: OCTOBER 28, 2024 File No: 24082.000 Sheet No. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S 3 FULL SIZED PLOT SIZE: 22" x 34" GENERAL NOTES: BACK FLOW PREVENTER NOTESI 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION CONTROL „ 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 12 MIN. IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HEATED HOT BOX ENCLOSURE f PROJECT CLEARANCE HUBBEL MODEL HB2-DT OR 30" MIN. LOCATION 2. THE: CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, AND DEPTH 3. THE RPZ MUST HAVE USC FOUNDAT1ON FOR CROSS CONNECTION CONTROL APPROVAL. WHEN OPEN APPROVED EQUAL TESTCOCK OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MOST CLEARANCE (TYP.) OF 4 CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN SECURED PROPOSED GFI OUTLET (120V WHEN OPEN AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY PRIOR TO STARTING WORK. TESTCOCK STANDARD) WITH CONDUIT, SUPPLIED 5' DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ) OF 4 3.3' 8Y CONTRACTOR. CONTRACTOR TO PROPOSED GFI OUTLET CONDUIT, ENGINEER IMMEDIATELY. 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY REASON UNLESS _ INSULATIONNSTALL IALONG ALL EXPOSEDGHT TRACING AND 3.3' STANDARD) WITH CONDUIT, SUPPLIED , SCWA IS NOTIFIED. - _- - - - - - BY CONTRACTOR. CONTRACTOR TO 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE ACCEPTABLE PIPE & RPZ DEVICE INSTALL HEIGHT TRACING AND PIPE 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CH.CKING T11AT THE DEVICE IS INSTALLED HEATED HOT BOX INSULATION ALONG ALL EXPOSED 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 I I r- - - - - - - PIPE & RPZ DEVICE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. FORM NYSDOH 1013. MODEL HB2-DT OR APPROVED EQUAL 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 - PROPOSED WATER SERVICES. 2" RPZ DEVICE OR GFI 2" RPZ DEVICE OR 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR FREEZING. APPROVED EQUAL APPROVED EQUAL I I 3"0 MIN. DRAIN PORT TRENCFI NOTES, 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. CLEARANCE). 3,0 I I 2 1' I I WITH SCREEN 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF 30" IN. (TYP.EACH END) THE TRENCH PRIOR TO EXCAVATION, 10. ALL CONNECTIONS, TEES, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED DOWNSTREAM I 18"MIN. 3. 3' I 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING SURFACE AND MEET OF RPZ DEVICE. I I 8"MIN• DIRECTION OF FLOW EXISTING GRADES ON BOTH SIDES OF TRENCH, 11. PROPER MAINTENANCE SHALL BE PERFORMED. I I 3"0 MIN. DRAIN I 1 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC WITH SCREEN FOUNDATION PORT 3, BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' LIFTS, FOR CROSS CONNECTION CONTROL APPROVAL. I I E��C" LOCATION MAP 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATI❑N WITH EACH UTILITY 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION OR ACCESS I I HINGE SIDE OF ENCLOSURE INSTALLATI❑N, TO RELIEF VALVE. GALV. ANCHOR BOLT AS PER MANUFACTURER'S i• a a t .. r : ; .M �� 0 1' - 1000' 5, THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) REQUIREMENTS •;''�' i .. 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE DOMESTIC WATER ( . '• !i ' NOTE: DIAPHRAGM ON FEBCO MODELS MUST °' • .• 6" THINK REINFORCED FEEI RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY (ELECTRIC, GAS, TELEPHONE, ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIREUNES. a • '• . GRADE BE INSTALLED ON THE 30" CLEARANCE SIDE CONCRETE SLAB ON CABLE AND SANITARY SEWER SERVICE) AND ❑IL STORAGE TANK, STORM DRAIN OR CATCH OF THE ENCLOSURE. COMPACTED SUBGRADE PROJECT DATA BASIN, DRIVEWAY CURB, LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND PROPOSED OBS1'RUCTI❑NS. 6" THINK ROR UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTI❑N DEVICE, PIPE STANCHIONS CONCREED APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) NI STALLATI❑N OF SERVICES 16, THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER, COMPACTEDSLAB SI BGRADE 2�� DOMESTIC RPZ PLAN VIEW NORTH FORK PROJECT 3 (024.004) 1. INSTALL PIPING ON THE PROPERTY, 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. PO BOX 541 PROPERTY LINE OR AS SHOWN ON THE PLANS. INSTALLATI❑N, 2 DOMESTIC RPZ ELEVATION VIEW NEW YORK, NY 10012 - - 508-636-7010 2. LEAVE A V RISER ABOVE THE GRADE ELEVATI❑N AT THE P❑INT WHERE THE PROPOSED 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER METERS N.T.S. WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE, AND BACK FLOW PREVENTION DEVICES. TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF LOT P/0 008.001&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 OBSTRUCTION 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 UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER 21, ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S RULES AND SERVICE, REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH DEPARTMENT USE........................... WINERY/FARMHOUSE WATERLINE SPECIFICATI❑NS REGULATIONS. 1. FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE, 22, LAYOUTS SHOWN ARE APPR❑XIMATE. ADJUSTMENTS MAY BE REQUIRED TO SATISFY SITE CIVIL ENGINEER: FIELD CONDITIONS, ALL ADJUSTMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE 77 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA STANDARDS WATER DISTRICT. 3. PLASTIC PIPE SPECIFICATIONS 23, MINIMUM CLEARANCES SHALL BE MAINTAINED, HEATED HOT BOX ENCLOSURE 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS CAN BE HUBBEL MODEL H82-DT INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY LINE. THE LAST 15' 24, ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE INC❑RP❑RATED INT❑ APPROVED EQUAL TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' SOFT COPPER TUBING, THE WORK. FEBCO MODEL LF825Y - 3,2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 P,S.I, (WITH 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 2" RPZ DEVICE OR BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING PRESSURE) INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY APPROVED EQUAL 3.3. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS NOT DEPARTMENT OF HEALTH SERVICES. ACCEPTABLE. (BRASS COUPLINGS ARE REQUIRED,) TYPICAL S.C.W'.A. WATER METER AND -_ L. K. MCLEAN ASSOCIATES, D.P.C. 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 PROVIDED IN THE TRENCH FOR ALL SMALL 36" METER VAULT. METER VAULT r - ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 T❑ THE START OF THE PLASTIC PIPE. BURIED PIPE, BACKFILL MATERIAL SHALL BE TAMPED IN 6' LAYERS. STONES SHALL BE z TO BE FURNISHED AND INSTALLED IN SERVII:E LINE INSPECTION ?R❑CEDURES REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6' BELOW THE BOTTOM OF ACCORDANCE TO SCWA STANDARDS. THE PIPE. I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN INSPECTION 27 MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. MIN I DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY WHEN YOUR WORK IS COMPLETED. (BEFORE 213OPM FOR FOLLOWING DAY) 10' ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 2. CONTRACTOR MUST H4VE A DESIGNATED REPRESENTATIVE PRESENT ON THE DAY OF 28, ALL TEES, BENDS AND PLUGS SHALL BE PR❑VIDED WITH REACTION BL❑CKING OR TIE a l 20' MAX I I ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 0 HISMER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY INNSPECTION. RODS TO PREVENT MOVEMENT, Of PROPOSED 0_I HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 3. PF REINSPECTION IS NECESSARY, A $25.00 FEE MUST BE PAID PRIOR TO THE 29, ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED VALVE BOX EMERGENCY SHUT PROPOSED DRAIN HOLE DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND REINSPECTION. IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600, OFF VALVE ;,:;:irk' ,� ?��":;�i�:t:`;y• ;!;:y; SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 4. LEAVE THE TRENCH OPEN, D❑ NOT BACKFILL THE TRENCH UNTIL SCWA INSPECT❑R HAS 7 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. APPROVED THE SERVICE LINE. 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 REVISION, 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 PROPOSED CONCRETE ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC FAINTED BLUE. IF SERVICE INSPECTI❑N FAILS, THE END OF THE SERVICE WILL BE 31. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE SLAB PAINTED RED AND A REINSPECTION FEE OF $25,00 WILL BE BILLED, REQUIRED AT LOCATIONS SPECIFIED BY THE SUFF❑LK COUNTY DEPARTMENT OF HEALTH © 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 BACTERI❑LOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF WATER MAIN OR P❑RTI❑N THEREOF. NOTE: ALL VALVES, BENDS 7. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED IN THE AND FITTINGS TO BE PER PROJECT: WATER SERVICE TRENCH, 32. AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. EXISTING THE LATEST AWWA AND 54" MIN. METER SETS 33, ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED RESILIENT SCWA OWNED SCWA STANDARDS. AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DEPARTMENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY, WATER MAIN TOWN OF S 0 U T H 0 L D CONTO HAVE THE METER SET. HEATED ENCL❑SURE NOTES LINE TOENTERNAL BUILDING 2" 0 PLASTIC TER S U F FO LK COUNTY, NY DISTRIBUTION. 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, SAFE-T-COVER, OR APPROVED EQUAL. 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH ----- OLD SOUND VINEYARD MANUFACTURER RECOMMENDATIONS. DIRECTION OF FLOW � 3. THI= HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND MAXIMUM OF END TYPE "K" COPPER PIPE AND 2" 90' ELBOW (TYP.) 2" 90' ELBOW (TYP.) CONTINUE SITE WATER PIPING WITH 20' FROM THE PROPERTY LINE. 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR OF THE I C900-CLASS 150 PLASTIC PIPE TONE BE 9650 OLD SOUND AVENUE, HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. TEST COCKS ARE TO WIRE AND WARNING TAPE SHALL B NY 11952 CONTINUOUS ALONG ENTIRE LENGTH OF MATTITUCK, HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION WHEN THE HEATED ENCLOSURE I MAIN DOOR IS OPEN. TEST COCKS MUST BE POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE WATER TAP BY S.C.W.A. ISSUES/REVISIONS TESTING. ALL FEES TO BE PAID BY 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER FOR THE CONTRACTOR a Description No. Date REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. 6. GFl OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). THE SCWA SHALL BE OWNER INSTALLED AND U 7. ENCLOSURE MUST HAVE SCREENED 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 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB (TO PREVENT AND CONNECTION TO OWNER N LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT THE INSTALLED PIPE DOMESTIC WATER SERVICE W/ RPZ DEVICE n FUNCTION OF THE RELIEF VALVE. n" IN HEATED ENCLOSURE ELEVATION / 9. ENCLOSURE MUST BE N.Y. DESIGNATION. N.T.S. 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. U 4_1 U U 4- c U MATERIALS & JOINTS EQUIVALENT TO U WATER MAIN STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR UTILITY TO BACKFILLINC > _ WATER SERVICEWATER MAIN u / ( P F_ OCT 2 5 2024 �$"MIN. - - - iv Planning g Board DRAWING TITLE: E I- 10'-0" -I- 10'-0„ oil n RPZ DETAILS I - LO 0 � Cf� SEAL SIGNATURE: Design By: MF WATER�UTILITY CROSSING DETAIL Drawn By: MF O _ N.T.S. Approved By: RAS cv CD Scale: AS NOTED 0 o Date: OCTOBER 28, 2024 N File No: 24082.000 00 OO THE ANY PERSON NFROM ALTERING LAW OF THE AANYTHING ON THE TE OF NEW KDRAWIN1G55 Sheet NO. N O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER FESSIONAL ENCINEEnRWHHE IERE SOUCH ALTERATIONS N OF A �ARE�MADE THE ^ U N PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND `�/ / O / DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE V V L DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). FULL SIZED PLOT SIZE: 22' x 34