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Plans Rec'd 10.10.25
PROJECT LOCATION YAJ D 01 \V/ - U 9650 OLD SOUND AVENUE , (MATTITUCK , NY 11952 OCTOBER 2025 0 LOCATION MAP 1, = 1000, PROJECT DATA APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) TH FORK APPLICANT INFORMATION : >�,,. _ ,,, �, I Sheet List Table NERBYORK, NY PROJECT 3 24.00� d4 COTTAGE WAY SHEET�, � 508 636 7010 SHEET TITLE TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 m . APPLICANT NAME:......FINNEGAN LAW P.C. — MARTIN D. FINNEGAN LOT o08.001&024.004 , T1 TITLE PAGE SITE AREA................. 548,558.44(12.59 ACRES) ESQ. BOX 1452 �." � r �,.:�� �. �, ,�� o � ,�: n �I `�� , C 1 EROSION CONTROL PLAN ZONING..................... R-40 .74 A R-80 ( 1.85 A ) MAIN ROAD DRESS 13250 � � � ' . � z (o c) / 1 C r ................... USE................. r s t I ar SITE PLAN WINER FARMHOUSE CITY:..... MATTITUCK C2 OVERALL SI Y C3 ENLARGED SITE PLAN SITE CIVIL ENGINEER. r x STATE:........................ NEW YORK u ' s C4 FIRE APPARATUS PLAN ZIP CODE 11952 . « C5 SITE DETAILS S1 PROPOSED SANITARY PLAN K. McLEAN ASSOCIATES, D.P.C. ,,. L. K ENGINEERING AND SURVEYING 437 SOUTH COLNTRY RD., BROOKHAVEN, NEW YORK 11719 � SITE INFORMATION : S2 SANITARY DETAILS n I S3 SANITARY DETAILS 2 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE S4 SANITARY DETAILS 3 DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY TOWNSHIP........... SOUTHOLD � �r .,�.` ITEM ON THESE(DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ �'" t M �' �����, ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO "� W2 RPZ DETAILS HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY p` 'e ' HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC HAMLET................ MATTITUCK �,;, 4� ; T`,; :• ti;;�. ,.,' . DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A FIRE DISTRICT..... SOUTHOLD FD 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 :. / '• ., ` ,.. �, * ..- �r�, + •4 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 f AREA OF SITE...... 232,175 S.F. (5.33 AC) v cCIATES D.P.C. �.�� , PROJECT: .,''fir .,. t $y �` � +�i.. � 1 ♦,t..• �"`+tl CURRENT USE..... WINERY q PROJECT ` x ► " �° k ,z 4 u. *' �ocATzoN TOWN OF SOUTHOLD SUFFOLK COUNTY, NY T 4 OCT 10 2025 O L D SOUND VINEYARD � SOUTHOLD TOWN PLANNING BOARD 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 ISSUES/REVISIONS Description No. Date AS PER NOD FROM TOWN 1 10-28-24 AS PER COMMENTS FROM TOWN 2 10-3-25 AERIAL MAP SCALE: 1 " = 150' NEARMAP 01 HIGH RESOLUTION AERIAL IMAGERY MARCH 2O24 -o4-1 a i= C 3 0 L U L C O U 3 DRAWING TITLE: U TITLE PAGE T N C a-o SEAL & S TURE: Design By: MF n I OF Drawn By: MF o U) �` A y0 Approved By: RAS v I o Scale: AS NOTED Date: OCTOBER 28, 2024 C-4 oo ' ` "' ' ck: File No: 24082.000 Sheet No. 00 0 N 39T FOR CONSTRUCTION O O � T1 0 < S FULL SIZED PLOT SIZE: 22" x 34" - ,. 0 \\ \ l `` l / > \ \ \ \ \ \ \ / \ \ r / -, \ � ,- � \ \ � \ � I_ I- .� I \\\\\\\\ \\\ �\\ \� - p// /" / /� - -� \ PROJECT - / _ _ ' 1 - � \ \ / / / \\\ 1 //�Z �i --- � LOCATION . /b _ --CaTTAG XA Y )o o. 1 \ \_ ` \ _ x I / / \ \\\\\ \\\ \\\�� � -"V \ / fir, *W b� I �33� �/ al< N a ` - \ ( �/// X_ \\ \ \\\\ \- �//� / - q� ww '' l o' _� N/F CANDICE dt RO�ERT ROT -Gy tq 1 I l v M / /'` / \\\ \\\\\ \\\ \\\ �// /// �� \ \ \ / y$ q J '/ J / O /f0f20 OLD SOUND AYENUF ' x.2 I ` a I / // / \\ \ \\\\ \ \ \ ti (( GR-VM ° XATTITUCK NY 11952 . t, v c9 p a s y o o N a - , g' S20 07'40"E Rro R,a TAX LD .9 iRANE C° "' ya�i `v y� rr o I � �j`L co \ _ p \ y y o b � c3- I y o �,., �."J�o \ o s� ` I / / 1`3 \\\\\ \\\\ \ \ _ //X \ ,w,�.,' J �M� 0. Drr.rwnr 350.00 N a y ev a 0 'k .. ,4 t /- \ k�ti 1O/ a b+av av} oz/ +b-N/°s° s°) ,.o f.,. 1 yO r �'+i ,� /, ' I snn --^ /� A DC y n - h- I' S n y n y 1 / // /�-- \ \\\ \ \\\\\\ /// / �- \ \ \ - f .- . O ti .H , i-- '� N/F JASON AA( n y y n S y� �V \ \ T Q�C r auN uK'FEN. I:.a N BOZENA d Af CIE n y Off+y- C O 'y > a(sj a s ` / 0.7/� �� �- 1 5.70' 290 COTTAGE AY \/ yr y y a O n y �, r / y h O t� N/F LLY CH IDT / / \ \\ \ �-� /�O \ \ \ ; h l(ATTITUCKNY f952 Ll GIERASIIfIUK S O r O [p // \ \ \\\\\ \\ \ / / \ \ f S4 480 COTTAGE WA n� t� y a r h ni 9 6 GOTTA E A \ \ nj M A CRYSTAL BO 1NG N/F JUANITA EICKINNEY y a O x ?C y a w � t,N r N r /� \ / 1 j TAX LOT 23. 360 COTTAGE WAY �f20�flTTAGE A`AY� MATTl�P6t?<K NY if9 �i b / �, in a �.,�E / y k 1fATTITUCK f 9f 2/l / /� \\ \ \ // \ - \ \ / \ P 0 EXISTING TAX LO 8.1 �O .6 TAX LOT 23.20 ,� �� y w 0"I � CA-Sj TAX LOT 3.f // \� _ tij -' YA !TUCK NY 119 JfATTITUC NY 11952 \ / \ \ W / n PROPOSE TAX LOT 8. ( ' S20 0 'E AX LOT 3. ETA T 23.21 Nod a ti E� Cn r,, / o�� wM rn / -z' - ( D\ z \ I I� r °-- -'� °�%- ., v� a ///// / \ `1 1 \\1\\ \ \\\ / a l 1 2 S20 21 D E zu �, c �' � /� / 1 `1 1 \ / / \ o h 0 3 30.81 S 08 0 fl Z- -- b S1 04 40 '� '51.14' `e S20°1�: 0..E 1�6.51' I l/� ,1 11 \� // \ \ ����'� l PAR�EL 1 ° g - N ��o a' -- o �, ,�}'Z E AHD +w r'!$ q ;;: ,: .t .._, .,,� - * `-,r s i = .` (/J -,-! R.8 I J _�_ \ / -�- fir x ',s fi.; ZON. R 80 5 kJ �'our rmr v,,.,iiFv� iioN t.a' // / 1 1' I I111 1 1 I \ / \ �F ��5+�+ x._. " 111N. � � x� x-�x �x��� III ��rrnma�x� x / � �5+ fa, � � 1 �� / 1 1 ' 1 \ / \ \ yy50 / ~�°' m� w -;'' si -. \�\--��Ts• _� -�G �--x�-� / -'S�- x�- --x x I / 1 III \ / / �� \ \ \ �b / �� E. _ ° j. g; ' - �. ', �• . . T . it I III II I \ \ Off@/ / / , N o m,xw i, - N31 2, _ 1: •.�• / I ' 1`II II I / � \ \ " Y . / / / 2 .° �� O 1% :i. �,,.,��'�' � P�i � w 0 �' I1` � � . � \ . I I I 111II � � � / � -d S[beE �ly,, .� EO.A'UL,17 . 1•,•. ,•. •,'. ,' ,' '. ..•, ..•. .'•• •• ••, ..•� •T,'.�. .. � I 1 '1 1 .. � x \ I .'. .'. .'. .'. .'. I : T :: :': •': :'•::: ':'':T'•�:' :' :'':'T':'.::•':'. . . . . . . .^1 III 1 I II I o�w,n'' r , Y :': . .\."., .'.., .'., .'., .'., ."., . ., . '::. 11 II N - \ LOCATI q � � � ._ . .. --.\. .. ... . .. .... .... .... .... .... .... .... C:.�:•':•:-::�•:':•:-:�:�:...•... •.... .... . .. . .. ._.. ... ..., .... .... .... . . . .. . . . .. . .. . . . .. . ., . , . ., . ., . .�. .. - ..., . � I �I I I III � -� _ ON MAP i .� I.':'..:.'.'.'..•,-•. - .- - �..'.. .'.�'. ..'..•.�`, '. •. ..•.'.. , . . . . . . . . . I I IIII I 11II I I \ 4 l \ L /F OWN OF SOUTHOLD I I I /� �_25_� 1' = 1000' 4 1 �„ .\. �- .,..••••.••,••. •.'•.•• ••. --•.. . � I .',•,••.••.•/'.'•',•.'•',•.'•',• � I 9 COTTAGE WAY I \ q 1 QAE e 3 O .I.79 VG 71A-' LOT.'�8:1''.'•':•.'•'•'.'•',•.' "••',•.'•'• './ .'.•'. .' ..."••'.'• •'.'• I j I I p� / „� \ .1 / a '•' . :\' .': •'' '.':'•: : •: :' '\ .'•'\ ''/0 PAD OS D T X'.i 0•T. .29. 1, • /• ., ., ... , ., . . / . . •.'. I I I T1tTucx, NY flssz I I I I I I I I I I I /� 1 \ \ / RS �, 0 v/ �'na+rs act` r ems- ; \ f '.'� •• I• '• ' •• '.••••.•••..• ••.••••.••••. •••• • T LOT 23.25 I / t 1 �� / Imo,. o - �, -' ''-- "''\ "-:'-. '':'• :'-. :'-.' : .- -.'-., .'.�.'.'... .'.. /, _ I I I I \ PROJECT DATA / N16 52 40"W I �00,RM .`V a (� ,� �'.'.,•.'•, .'.�'., ." , .�...., •.'\ '• •\ .• , •.'• •.'• •.•. ., • . . •, . . . ., . ..'., .'. .'•, . ., .'., .'., .'., .'•, .'•, .'•,• •,•.'•,•.'-,•.I•.'•'•.'.'•.'.'•.'.'•.'.'•.'.•. . I �,( III 1 I III III \ \ \ / 63.93 w-43, 3s •', , . •. . , . • . , . •, . •, . -, . •, / I. l �j l I I �� \ \ \ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) ok . + hr, , n . '.' ' ..'\'.' \.'.'•.'.:•.'.'.•.'.'.•.'.'.•.'.'.. � _ / / I \ o r ° F ,:.'•, .'.• •. •,•. . . . \ .'•'• .'•', .�.' -, . .'.',•'. .' / p I / NORTH FORK PROJECT 3 (024.004 / r y 0 �- / . .., . .' .'•.•.'•.•,•.`.."•.'.'•.'.'•.'.'•.'.'•.'.' ..- .. -:.'." -:.':•:':. :\:•-. .:...•:'.. .•:.\. *. .'..•.'..•.'..•.'..•."..'.' .•.'.•..'.,..'....•.,..•.. ...•....'....•....'....•.,. ,� o l \� ____ �i/// / I \ \ \ \ ) / N/F CANDICE 8 ROBERT ROT g // p •, .'• .'• .'• .'• .'• .'• I //�lll l I /� 1\ \ PO BOX 541 x J 9900 OLD SOUND AVENUE 6 M S RRE PEN a \ •. .', .', \ �'.', .' .' ,'. .'•, .'•,'. •�'•, .'•, .'• .'•, .'�•.'.'•, .'•, / ' \ NEW YORK, NY 10012 / / XATTITUCK NY 1f952 �+•� \.'�:'•.'•'•.'.''.'.''.�.�..�. ".'_-�' �-•'.'-•'.'••••'.'••••'.'••••'. '•'�:�:"-."•.:..-•.,-."�.,�'1�.- \ � � \ „�/ l � \ --� - - s I I \ . / ( \ / \ \ 508 636 7010 TAX LOT 8.2 \ ,, ; / \�' \- ice- I. .'•, •, =�.'• •• .'•:'.'•. .'•', .'•', .'•,;..--:.'.' ..'.' ..'•', ...' : .• ., .' ', .' ., .' ,, .', ':', .',,, .',:' ..',, .' : ti / //////// \ J ,� / / a / F \ �- \ � . .'• '. �•'.'.. '•..' ''' - - �.' \ - I:'•'.'•'1 / �-\ szrzrss-�(�e % �� / y ,� ' \ \\ 1 / AX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 j \ as a6-L - - - - - - - - -. - - 32 - - - - - - - � - - - ` - --8 . .T. r ? t'3: D ' I/s tN 3E-n C ONE/HD \ZONE R 4 _ w - � - -� __. _ -- T / Q - - - - 4 S,�xA�if - ¢ 4 - / _ _ _ LOT P/0 008.001&024.004 L7_' - .• '.^.'. •.. •' lt�,d .v - T- , W ZONE R B �[�j,�� { �q L S71I'{G. 0 EIS .YIIJE•'•-.'7�--- b • •.'. •." L �/ . ' � , e - -jc- k7 t � -- aF •'. '. •� /'. .'- : ." o>, 2?•.'1, .'�b 4j ^� N�i� / - 3rf / l- i 20 32 40 W as{ �` 0 � - r - -• �- - - - - - --'� 9 -• ,. . /�T.�� ' tom'_._ i '-�'�x '�.-:-C't - T ', f \ , / / \ \\ SITE AREA................. 548,558.44(12.59 ACRES) 1- - - - 1 __ o f� k - - - a f- 0 �- - - - �. :. .. .�.. ..;. ..�'. ..:. .C, N.,:.: . .•: .•.•f:.':......':.'::•...." .. : : ':.:'::':•:'.'..J..': : : / l /// \\ q $~ / W-�c •:.. 4..',. .',. . •, . -. e 40 �" a a a / ✓. •. .�, �'•' • . •�. •• o) l �/ //// /// / t \ ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) qs'�v E4 / /� N/F DANIELLA KOREN o 0/ 1 O '!� '• '' : I :'. : l I / l / \` /\ $k, , 0 b , / 9780 OLD SOUND AVENUE � / / / / �� - / /. (/ / _\ ........................... -� „� S / / -/ / �` / �'/ . / / / ///// /// / / / \ USE WINERY/FARMHOUSE 4 '` l JIATTITUCK NY 11952 2� Fo ) _.::',, D '' , ` I / // / / / / \\ \ ` \ / /O 0 /, TAx LOT 24.5 ' '. Op ___ ___ __ _ ' / I / / / ' �p \ SITE CIVIL ENGINEER: S19 O E (ACTUAL ud . . . • •. ..'•. . •• . •, . •. . • / / I . . 7^ . . . . . . . . / q szr4svz-a(Dean) 229.32 f a., :' :'.:.': . / ., I.. : / / // / / - 1. / / \ l _ / '/.- /. / I.', . �, . , . , . , . C . , . / / // / \ I I / ( � . / -,-� / / \ 1 f ` S -.'• '• •.'!•.'• •.' l • I. •I •l 1. .l -- ., � / //// l l / \ \ `;_ ;>�,.�., :' ; , - :. ' 1.... ... . .'.'..'. .. . . , . , . ,I. , , , , , 0. . . . . . . . . . . . . / \ \ 1 . / � � .'..'.•. G .'.'•..'.'..,•.'...-.'. ,•.. . • , ..'. • .I . . . . . . . . . . '•.'.-.••.'�. � �/ // / \ \ \ L. K. McLEAN ASSOCIATES D.P.C. 0.'. / / L � '• '.'--,'.'•--'.' -'.\-'.'- '.'• •.'• ENGINEERING AND SURVEYING 437 SOUTH COL NTRY RD.. BRCOKHAVEN, NEW YORK 11719 • '.Fb1•LOT,•1.'•,•.' - / ,E \ \ � � / / o / P o PROPo 'ED.'Tex I. ' 'l'.l. l /. • / Q]•``'i`:i:: •�• ' �• •. '. � �� •, •. •. •.'• •.'• •.' '•.�'•.'.' -.'. •.'. - � \ N IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLE .. �/ •.�. •, •, I.'•'.•.'• '.'• ••.'•'•�'•',•. •,•. •,•. •,•. •,•. •,•�'•',•.'•-,•.'•-,•.' .'•'�'•'••.'.'•.'•',•.'•',•.'•',•.'.'-•.'•'-• '•',•. / \ SS ACTING UNDER THE ..�. . . r . �.'•'•.'•'•.'•'• '•'•.'•'•.'•�•.'•� DIRECTION OF A LICENSED ARCHITECT ENGINEER TO ALTE •./ / R IN ANY WAY ANY / x ITEM ON T S • 'I / HE E DRAWINGS IF AN ITEM B FARING THE SEA L OF AN ARCHITE CT C •l. / . I . � . . / ENGINEER IS A L / TERED THE ALTERING AR I / CH TEC ENGINEE '.�• R SHA A FI T\ LL F X TO / f �'•.1 / HIS ER ITEM TH M EIR SEA N L A D THE NOT ATION "ALTERE / •�• •. '. •. '. '. � '. •. I / D BY" FOLLOW D _ •! / E BY I / / z.i / z i � S a / HI ER SIGNAT x \ /H URE AND TH E DATE OF S UCH ALTERATIO N ."� � CIFI / I I , o I / SMED 1 CTUAL \ 20 09 55 W A rr i •' .l DESCRIPTION OF / 1 � .'�/'.'•-'.'•'•'.'�•'..' -•.'-•-•.''•'•.''•'•.'-• I THE 1 / � - •.'�./.'•'.'•-•'.'•'�•'.'--•'.'•'••.'•'•'..- -.'• •.'• •.'• •.'• •.' { • ,. .� .•-.'�'•. •. •. •. '.'•'-•.••-.'.••-•.'• ..'.••-.'---•.' 1 ��i ALTERATION ON THE DRAWING. THE PLANS AND xrs3�r(naPD) �-3� •�•,•.�,•.'•-' /// / / �� \ SPECIFICATIONS HEREIN ARE INTENDED FORT U .•.!.'•-,•.'.'--.-•",•.'•',•.'•',•.'•',•.'•',•.'•',•.'•,•.'•,•.••,•.�•.'•'•.'•'•.'•'• '•'•.'•-•.'•'•.'•'•. II/ HES BJECTPROJECTONLYASA 1 $�� / G, 1 �) \-�� _/ I l l l / ( / \ `n RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. N/F 23 ELT�ON KE Ltc y/ .• .' :' •.'•' .'•' ' .'- :I / �/ \ \ McLEAN ASSOCUgTES PC. THESE PLANS P F / AYENUE • I.'•,•.'.•,•.".I.'•',•.'•', .'•', . •' •', •, . I, •, . , I, �_ I ANDS ECI ICATIONS WILL BE THE 9520 OLD�SOUND { / ///// I I ( ` \ \ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY XATT �KTNY952 \ ( v��p8 /\ /'` f •• •, •, •, •, •, - •• I / / / I l I I > �\ ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / PROPOSED CONSTRUCTION \ 4, ��iw fro / ` \ \ \ // / ( ( ( ( / /// �/ \ \ \ l © L.K. McLEAN ASSOCIATES, D.P.C. ENTRANCE W/ GATE / \ �ry / \ � � \ \ l J � //// / / / ` //// \ \ \\\ I / � &o > \� � - - _ - �.-.._., �w_1Z ,� -x x ,�..{ x x _ x -,..r \ PROJECT: ,. ��/ N20°06'35"W ._._ ,� �ti 1 - N/F C OF'\g;[JFFOLK N �,, a � �� � ,3 N20 1 35 W \ \ \1 / �o �- r7 TA LOT 4 G� N N `L �1 �'7 CV �O p) 00 J U, \v, r? ^r�n�o^w rn N N N W p �' �' \ D\ 1 258.22' \`37 ° ,. A LOT 5.1 -38� (�CTUAL� �34� / 31 �p / AC�'UAL, / o�� Nzx2e'ta r( an, �,� / / l / / ( � l i ; i l l l l l l l l l l l 11 \ \ �zs•Tb (na n, \ \\ \ \\\ T O UV N O F S O U T H O L D / - / / / J \ __ __ 815' SUFFOLK COUNTY, NY L ^�� / / / / \ I ( ' ' I I I I I I I I I I I ' 1 \ y _'� \ N/F SUFFOLK COUNTY 1\ \\ 1 \ I ( \ � l ) I 1 / / / / � � \ I 1 ` 1 ' I I / l / / / I I I , , X 1 \ \ \ \ \ \WAT, LOT 25 T\` / 1 \\ / / III � � -_., \ \ / i ) � ) ) � \ ► ) (/ / l I l / / / / ) � I \ i i I I / / l l l I I - c \ \ \ \ \ \ , � ,- � � \ \\\\ � OLD SOUND VINEYARD it �� / �. / �1 9650 OLD SOUND AVENUE, nl �[EUMRD ��`` MATTITUCK, NY 11952 IMPACT ON NOISE ODOR & LIGHT: OCT 10 2025 �� ISSUES/REVISIONS 1. Prior to start of any construction activity, notify SITE PLAN DeSCrI tlon the Town of Southold Planning & Engineering SOUTHOLDTOWN P NO. Date De artments a minimum of 2 business da s in PLANNING BOARD LEGE�JD: advance; An inspection is required of the installed SCALE: 1"=60' NOTES: AS PER NOD FROM TOWN 1 10-28-24 turtle barrier fencing (aka erosion control 0 60 120 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO AS PER COMMENTS FROM TOWN 2 10-3-25 �� PROPOSED BUILDING prevention/silt fencing) by Town Engineer's office Feet MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE rn l._._� and Planning staff prior to clearing. STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH 3 CONSTRUCTION ACTIVITY REGULATIONS. v PLANTING AREAS 3. Construction activities shall only occur from a 7:OOa.m. to 6:00p.m. on weekdays and Saturdays; 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH n _---- PROPERTY LINE 4. No construction activities are permitted on ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE Sundays, year-round, or the following holidays: CONSTRUCTION. O -p•--PROPOSED SILT FENCE 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL New Year's Day OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS o -x-- EXISTING DEER FENCE Memorial Day CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND 50' MIN. U . REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL QA PLANTED CAB/FRANC Independence Day (July4th) FLOW ^' 18'-O-MA C•,,C. EDIMENTNTrO � BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. c .0 © 20' WIDE GRAVEL ACCESS ROAD Labor Day �� +1� o MATFfl 4 N TON ND R ROUND TURBAN MAY OCCUR UNTIL ALL m , SEDIMENT CONTROL MEASURES DEPICTED Thanks ivin .� +.n RADE "' � NO CO STRUC I A /0 G DIS CE O © GRAVEL PARKING AREA FOR 36 PARKING STALLS 9 9 - : ;. ' N LL ARE IN PLACE, AND APPROVED BY THE ENGINEER. L i Christmas Da mil W _. ... . QD PLANTED APPLES Y L I L�� J f� y �Fl m =LL ;y; 33:^Y r 4r. .f.htia:T�c�.^:.Y, 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE QE PEDESTRIAN SIDEWALK � I . r( ti ^f '_ '- e ANN. .. e ;' :•'t rt'�;... ;t>;y r:y ,°`:,"-_--. ' a.=''•^ I.: DOWN-SLOPE LIMB OF ALL CLEARED�GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS 4" VERTICAL r Y a°=!* 1�s�+-• s;,�:h•„_,; ,•.• +^, AND ONTO ADJACENT PROPERTIES OR ROADWAYS; SLOPE =r �.;a;• OF PROPOSED 30'x7O' STORAGE/OFFICE BLDG. { o ';*:,:.. .•• =~ E s 'J;,.- - ' r<;;.-. z_ IV FACE ` O r.•:•s•.;•,. .' • ='i' ' 3 I , < :Yti�Y :.�.-tit,4'' c t.^>.�xt ., r,E•.�5.'*r='�r:�' � 6 o © PLANTED CA. FRANK/MERLOT I I ��O o 4 .;r a:`a;�: ?'=%, •F-T ;,__. �...,� * ;�:;e� o ci E, �� .:+r. axz. g 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO V _`41,,,,, ..r.;;�•zc? ,y 1�..,,�,:,,..�._:`«� ,�.r ••„,r a 8 CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; �:'r-iry;�;.,::": KK:i�ti ?�..r-vY.y:�'}�.!:? ;,'.a�..ti a:�.. r;�, .y'' P QH PLANTED MERLOT PERSPECTIVE VIEW �,- �; ,.• ,Y , .:.,�-<:, ;, ,�.... i BEDDING DETAIL s;'�,,r ei;�s:�.; =,_ , E`5�..,�h.�E Mc � � 71i 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTMTY SEDIMENTS FROM TRACKING ONTO PUBLIC QI PLANTED GAMAY/PIWI tea` " ti t;`s`•` `u' =' 's>- i'';. �•. :a.: ...,,., :,,. : zI. ffi ROADWAYS. rt- L PLANTED ALBARINO ANGLE FIRST STAKE TOWARD rC% �c QK n f 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 >= PREVIOUSLY LAID BALE. l,'C' ;� FENCE POST 3/4 OE BBLND OR KY.sr�DO.T A R.C.A. EXPOSED; p © PLANTED FRUITS & VEGETABLES �,�� G ^4 �Tar(w•)ABOVE easnD WAX FM QM 20' BUFFER TO REMAIN NATURAL FLOW -^ ^� �'f � WOVEN WIRE FENCE 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND Q' y�� r �.�^ (6 x 6 - 10/10 WWF) OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; 3 QN EXISTING GREENHOUSE TO REMAIN G,, C;^ C� ^G z _0 O EXISTING HISTORIC & RENOVATED SMALL BARN & ^ r PLAN VIEW 0 � ,, G �� ^ FILTER CLOTH � 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; •j POTTING SHED TO REMAIN �^ 11 ;� L _ �^ glop M 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE DRAWING TITLE: U G I f I F PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE © EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN C� ANY SILT AND DEBRIS; TO BE CONVERTED TO TASTING ROOM & MANUFACTURING ^��' ^ E R O S I O N C 0 N T R 0 L P LA N �� BOUND HAY BALES EMBED FILTER CLOTH R40F a Q 1 HANDICAP PARKING STALLS ON CONCRETE PAD �'^n �' PLACED ON CONTOUR MIN. 6" INTO GROUND z R 0 A D 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVEM DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. ��1^ ^ \ CONTSTRUC.EN,RANN:E-PWND ..COMPACTED c R OUTDOOR SEATING AREA ` r 3/4-STONE BIDD OR KY.STATE 0.0.T.APPROVED RCA 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES O 2 RE-BARS: STEEL PICKETS OR NAY /� .iENcaa E>,,.TmI )A�DRUM WAGE FOR DRMAW- 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED � QS PROPOSED 20'X24.2' ADDITION FOR CONVERTED TASTING 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: a-00 ROOM DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA CROSS SECTION SMALL SPILLS THAT MAY OCCUR. SEAL SIGNATURE: Design By: MF f- HAY BALES. 1/2 ACRE / 100 LINEAR FEET Drawn By: GF o ANCHORING DETAIL 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE '` fjF Eh N m SECTION DETAIL CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. Q A. .10. Approved By: RAS I TEMPORARY CONSTRUCTION ENTRANCE p Sle �� ' Scale: AS NOTED I o STRAW BALE DIKE DETAILS 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED �� SILT FENCE DETAILS KALE.- UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. c^ * Date: OCTOBER 28, 2024 SCALE:NTS N o ""LENT' I- -: ' File No: 24082.000 O p 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND x o; N HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS w .• Sheet No. oSHALL BE ENACTED. �` ,� NOT FOR CONSTRUCTION R �S10�1P��`� Y C1 _- FULL SIZED PLOT SIZE: 22' x 34" 1 � __ , NOT FOR CONSTRUCTION \ \ f EX.�iYDRANT � \ / -� \ \ - - \ \ \ \ \ \ - � I ) I / / �W\\\\\\� \\\\\\\\�\� 1O�/ / / /� ` \ PROJECT / _ _ AGEt-- K1 \ � \ \ \ \ \� - ✓ // ,�"_' z � LOCATION / 0�14 -V I / . - - A ____ �, / ,f W14 *4 ^ 3�/ o� N/F CANDICE & RO ER ROT w ko \ 1 } � � W / / ,/� \\'-\ , ,/ // z \w%\\\ A�\\\\\\� i \ _� /// � \ \ \_ i77 lfQj� 1 1-1 yv`y q / / / °-� 10120 OLD SOUND AVENUC ,I N 1 r� c9 I c� n yy l y 0 y O 1 yy I / // // \\\\\\\\\ \\\\ ,_/ // / \ \\ \ ( �' �� S20 07 40"E YATTITUCK, NY Jfssz / 350.DD N y W�q p'E'/ 1a;� yp�orar oRv TAX LOT/9 m•n+c �./ j`Z \ yti ati a / y�' n �`�p x \ J I / / / / �� \\\\wa\\ \\\ \ //� \ \�W4� s„o ll o a �I o o y / / /� \ \ \ \\ \l "7' t,.3' tt'} p , o' A� J �C,y n ` �'�i '4 _� "1 ..S O ti ®' ®_K®_.�.�-- - ' Z N�BOZENA & YACIE o h�y- y n 'y 2C y SrC y a ` a a / / / O/ ___ \�F 0 / 3 / �p / / 1a- 1 5.70' 290 COTTAGE 1PAY \J CIERASlY7UX S y � �y y a, a / y r N/F fIOLLY�SCH IDT \\ �'l \/ �b ^�) � \ Y TAX LOT NY f952 N/F 0 COTTAGE SAY N/F JUANITA D SO?TAGL�1FAY EY 480 COTTAGE WAS' � w t:,I� y x �° ti ca'o ,_ J �i 90J7 COTTAGE R ///////� \\ �\\ \\\\\ �\\ \ / \ / � 36 �2 \ YATT $ NY f c s!n3 / tv by / a, / \ \ \ / // � \ \ PIP EXISTING TAX LO 8.1 O aaaalll7 °j YATTITUCI� 1 s32 /\ \ _ _ -� -1 TAX LOT 23.20 v f ,,, / " N PROPOSE TAX LOT 8. nt ° , YA%7[TUC14 NY 119 YA IAJT�rICKT 2 952 w y w eo a{ � a r,n TAX LOT 3 f / �� W rn / I 520 0" TAX LOT 3. -- \LOO l S`�0°2OV"E vim,`aC�� -- n�1 v co a n' / //// \\ �1\`1 \\\\\ \\\ / // \ \ \ �� � ( 32 30.81 ,S °OS'0 - 1 0p `� �'2 S1 °0'4'40" N N ° // / \ 1 `, ` \ / � \ 0 a ° �, l PAR EL s a �, N $ �qD ;p0.,. \ � L t toF 12�51 1 l/ 11 \ 251.14' S20 > 0"E -e f- �__:" / II \� / \ O$q q Y �� B -Bo p,Ew Pvc r s p,.r LG,VE' :2-80 sn our w.a unr ,�, ,.m / / 11 1111111 \ / \ \ \[`�N� A. GO ox ,_�x_--j x)x �x \ M -_�-' EIS'- -ICE YARD+' ETBAyK �x a5( .-�__. pa, , I 111 ' / \ \ - 11 \ 0��� / - <bYC 7 � �`' `.�.` 1,= _ -�C x I ' III / / /\ \ \ __ . U ° III �'� / / 3 � m , N31 . . . .�'. •' �.. . .. .'. � - '. . . \ '. • �-` �' / �� I I I�IIIII *Q / �2 5 YN + �ar TEST HOLE LOCATION \ .. -�-. . ��• �I III I I J / \ \ / / / / s°�� 0 : �. :.' �. .. .:.: .:._. . _:. .:.:. ....:.:...::.... :.... I I I �I I II I \ ,� ', I a �. . . . � . ,. I III 1 IIIII� .' .L . I I \ �'' I I:1 ': b � I � II ti d \.' 0 W r • � II/ N 1 a•, • I I 2 f� C���:���:��:"�::��:�"•:�::�•:�:�•. �11�MO0 CAT I -� _ 0 N MAP 4 csb II:: : : j / /. :i III Ii /. I ,� o � x /. . I � a •D. '� F OWN OF UTHOL _ 4 z I I 9 COTTAGE WAY \ 2 5 '9 a rc X�:� •�T••8:1••.'•''1 • T I .��0 X \ �.1� I g U JJssz I I �•'' IT CK NY I�' OI I I QQ h xvr/x a l �t i� 'Q'.PR� 'J� T X' �.OT'.24'. /.' '' T X LOT 23.25 I I I o \ (�i _ 758:5' I I 1 ` PROJECT DATA o 4 I o > LP8 .Q I I N1 „ N � I 6f '. 1 2 I 4 I 0 \ I/ W �'�l w J/ \ 3. x� 9 ' � w1.^ I APPLICANT OW W NER. NORT 1 H FORK PROJ CT 2 \ . . / \ ) b i 0 F ° l o / NORTH FORK PR OJECT 3 024.004 . .... �� / 11 I co •�,' '."\''.":"� �"���� �." "" " � /// I I /� PO BOX 541 / ROBERT ROT � ••J�'' •'�•'•'' '� / \ N F CANDICE & •�.'�". •� I �__ . \ . ' D / .. ( \ D AYENU '.'' .' .'• - 9900 OLD SOUN 6 wRE,pe "" I ` _ NEW YORK NY 10012 �.. I: : : : / 1 / YATTITUC14 NY iJ952 I l \ \ - - z. �. : \ OT 8.2 / �.� t \.' / l TAX L : �\ _ _ _ --- \� / \ - _ _ _ :I 3 ": ,� ' . . ar. / 4 ..�_, •''' - - � r� - -! - I �`��3 ' \ / TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 ar. �.� T - -' - - - - - _ - - a7'1'eJ: Q-' a' ONE ND�/ \ � MF asp - - - - - - - - 32 `�- - - - - 8 r` \20NE R 4 / 1 , ¢ / LOT P 0 008.001&024.004 W - - - - - - / \ T.' "� _ / - - E" � S ING. ' T PER .Y SINE• R e� / 'IV 0 32 40 W a3•I '.' , .iz '• / T 9... w . .. "o." '!z ,�_- �.`� 25 SI RD, ETA K[ \ \ SITE AREA................. 548,558.44(12.59 ACRES) a W / _Si , ,-�8,��7I . •�j•_ - (�- � �_u-� � � � - - - - - - - - N".-,,7 /- .�.-'� -.'-- ---. - . � f ^ / - �` / � \ l Q - f:1T,�..gg q / / _ �� st I' y \\ \ ) / r / ZONING..................... �� s / ti / J ''" o / / A R-40 (0.74 AC) / R-80 (11.85 AC) 3 0 f / F`�*�� - ( �',' 0 3 31 0 I/ �: : .' : :" : :' :' / / / /q�W c�, pO / ` N/FDANIELLA 1f0REN J3, R r / /�' I ' \ \ �Ww / h / 9780 OLD SOUND AVENUE .'i,' / I l / l/ l \ USE........................... WINERY/FARMHOUSE/ / / / /// // / / WINE RMHOUSE �ar�.� /� YATTITUCK NY 1f9521. S / / I ( __ // / / / / t'7\ TAX LOT 24.5 0 2 �R ;' �' D 1 44 /O EX. U.G. ELEC. SERVICE a� . . LP9 ( L ry 3 [[ g 'gyp'•.- �-�- ` - � -I � / //// � � \ SITE CIVIL ENGINEER: p�, 336.9' P / / of \ \ I o a ' ' ° l . .-- S>9 0 7 E ACTUA 3 �' l l I szr4a�a- DE 29.32 �'' l �" l / o.a o . . R x • E' -r-••4E �� �° E YST M- � PROPOSED SANITARY S E / l . 1. \ / / . 1 a .2 �I SEE SANITARY DRAWINGS \ 5. �S DE.�.YAE2D'� T8i4�E i CK�� / /•S \ PROPOSED RPZ IN / \ E � � .'I 4 I /t . PROPOSED X ENCLOSURE / \HOT-BOX C I l . 4 ' HYDRANT \••."""•"•."""�""." � 1. H / I /, I. i3 � A • �'�srl v _ y '. )/c� . .I jI . I /// / \ L. K. McLE / a . I •.�•� DELIVERIES WILL BE ACCEPTED VIA .�' G •�' .I ". 1. • •./. / � AN ASSOCIATES D.P.C. O / / Q q �;� '�-�' ' H ADA STALLS AND ADA1. I I .' / 1 \ \ OD, -� ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. RROOKHAVEN. NEW PORK 11719 -+@�, "•HANDTRUCK USING T E ..�. . .�..FY.Lo1,•J. .� � �. .I� � / \ \ � W ° ,�y COMPLI ANT SIDEWALK ON OFF HOURS ONLY f / •z. •X'.LOT j � /�111 """TA�XI 7' / S 0 E / ��•io 1. 1 / / \ N •'/' � �'�24. J �.0 �D E // v RO A f.' /P 0�'P P .1'��. 1� •.I��.�� LP2 0 l . . �• •I'. � IT IS A R1 I/ � (/ VIOLATION I N OF THE LAW F•"I.'�" � OR ANY PER 2" •�' �,' / SON UNLESS P OSED ACTING UNDE R ER THE E [' / / DIR ECTION ECTION OF A LIC ENSED A.�."• ARCHITECT EN STIC WATER / / ENGINEER, TO ALTER DOME / ER IN ANY WAY ANY 201 U'. / / / / / � t // x ITEM ON THESE DR AWINGS. IF AN ITEM BEARING 1:1, �.SERVICE RING THE SE AL OF AN ARC 1. HITECT / '. I J / ENGINEER IS ALTERED THE ALTERING ARCHIT 1p� \ B '. " '. " f'.'•""'.' ( '.'•�'. ''I'•. .'• " .'• U EC7\ENGINEER SHALL AFFIX TO _ � _ _ _. _. � � � J. � � � �. •" �. .'��.' �.'•".•.'•,•.'•.• '••L' "• / � � HISMER ITEM THEIR � ! ', '" '. ', '. J. /// / R SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY _.. . . . • LP7 {I HIS/HER SIGNATURE I t.' 'I' I1 '.'.'• "••..' ...' .1 // / \ E AND THE DATE OF SUCH ALTERATION, / ^ ° „ r•, �"t f . F. . '.\. ✓' •/'. / / C� ON, AND A SPECIFIC 42.57 �. . rr ."� . 'I . I. . N20 09'S5 W ACTUAL I :1.':''. :" J / I /'. >� . . . I ° DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AN 3 - �j I.' .LP6,'. l' .'• �. .�. L' \'.\. .' \ D / N2x31 So"w(DEED) =3 '.LP5.' .' .' :'.'•.'. LP7 .-./. /// / •u, \ 7 - I• ' .'• ' I I l SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A i _'- - \ / RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. �q I 50 NIP 23 ELT�0NK LLC / .. \ 1 �0 ��'.'f��.'"��.'.'�•'.'��'.'""'.'�"'.'�•'.'�•'.'�"'.'I�•�".' ''I' '•.'� •.'.'•�• '•••.''••.''��.''" .''�'.''�� ` McLEAN ASSOCIATES, // / 9520 OLD SOUND AVENUE I I .'. l. '. 71' I \ ES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 3 YATTITUCI� NY ff952 \ r�0 6 24. / // \t SUBJECT OF A COPYRIGHT PETITION AND MAY NOT 8E REVISED OR REUSED BY (� I / // \ TAX LOT 24.3 qr°, C I I / / / / / / / / I I ' I I ) \ \ ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / PROPOSED 8" �� '��, fp r ��� __ /i / - c L.K. MCLEAN ASSOCIATES, D.P.C. WATER SERVICE \ \ b �D �NfZO' SID YARD $ET�CK 7' 1 / T \ �/ ' \ \ \ \ FOR HYDRANT �" 9M co' \ \. �\ / ��� �. / / / �D SIDE YARD S SETBACK �\ \ \ \ 1 J R albA9aroAE � e dJ6 }EIFi 4J6 f6A6 ADA �artelema *00 ae*000 1 �,zvNsrv+ \ __ 17 / ' _ -'ko \'� �_ LPNT - -� :max- N/F YOF1sUFFOLK N l� �O h �` / x �L '� x \ r`� d-�cp^DOo)O`'NNN tJ.��CP x x \ N2O° '01 35"W \\\1 PROJECT: / / / / / o ;-- _\ 3 n 31 0 A ry ry � \ 1,258.22' (AC UAL) A \T 5.1 ( a \ �� � N20*06'35 / ) T LOT 4. 00 N (\j ry ti p o� rn Ln P L,� N N N W 6� 3(7 3 / o�� -38� (ACTUALr �/ 4 / �- ,� J / / i i ► ` l 1 11 I I I I I I 11 \ \ ( ) \ \\ \ \\\ TOWN O F S 0 U T H 0 L D Nzxzs A DEED L �14 - /N 2Bfo-.rDED, / J i / / I III - ---�.., 81g5 \ \ SUFFOLK COUNTY, NY / ( ) / / ( PROPOSED GIANT PROPOSED DUMPSTER / / / \ I I I ' I I I 1 j y �� N/F SUFFOLK COUNTY 1 \\ ` \ \ / / ARBORVITAE 6'MIN I /� ) I\ 1 II \Y'C\' TIC / I I l � ( � - __\ FOR SCREEN NG (TYP.) r � / / / / � \ I 1 ` I ' ' / I I I � I I I , ` X� \ \ \ \ \ \ �� \ \WA\TER LOT �6 T� / l \\ / / � \ � � � \� \ OLD SOUND VINEYARD / / _ ) ) ) ) \ \ I ) � i 1 I � / 1 / / ) / I � 1 1 I 1 / / / l / II i y� \ \ \ \ \ \ __ � \ ��\ \ \\\\ \ r . PROPOSED PARKING CALCULATION: PARKING PROVIDED r IJi [m [RO`/�D . 9650 OLD SOUND AVENUE, LEGEND: SITE PLAN GROUND SURFACE ��`\ MATTITUCK, NY 11952§ 280-78 OFF-STREET PARKING REGULAR STALL_ = 36 HANDICAP STALLS = 1 OCT 10 2025 ISSUES REVISIONS PROPOSED CONCRETE SIDEWALK � / CONVERTED WINE TASTING BUILDING W/ EXTENSION TOTAL STALLS PROVIDED = 37 SCALE: 1 "=60' BROWN LOAM OL saurHOLO TOWN PROPOSED RCA PAVEMENT 1 PARKING SPACE PER 100 SF OF GROSS FLOOR 'SPACE o 60 120 0.5' - PLANNING BOARD Description No. Date 11777771 AREA OF DISTURBANCE Feet PROPOSED GRAVEL PAVEMENT WINE TASTING = 1,157 SF SITE DATA TABLE HISTORIC BLACKSMITH BLDG. TO REMAIN 1 7-31-24 1,157 SF/100 = 12 STALLS 87,215 SF or 2.00 Acres 1. SUFFOLK COUNTY TAX NUMBERS DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P O 008.001&024.004 HISTORIC BLACKSMITH BLDG. TO REMAIN LIGHT BROWN SILT ML ( ) / AS STORAGE 2 8-8-24 PROPOSED BUILDING 2. ZONING CLASS R-40/R-80 3 10-28-24 STORAGE & OFFICE BUILDING 3. AREA OF SITE 12.59 Ac (548,558.44 SF) AS PER NOD FROM TOWN 3.0' - y PROPOSED TOPSOIL & SEED 1 PARKING SPACE PER 1,000 SF OF GROSS FLOOR SPACE PALE BROWN FINE 4. INTENDED USE OF PROPERTY WINERY/FARMHOUSE UPDATED AREA of DISTURBANCE 4 3-3-25 1 PARKING STALL PER 100 SF OF OFFICE SPACE SAND VERY FINE 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) 3_- PLANTING AREAS SAND SP UPDATED BUILDINGS & USES 5 6-20-25 -a OFFICE FLOOR SPACE = 806 SF 7. DEPTH TO GROUNDWATER 17' +/- N 806 SF/100 = 9 STALLS ZONING COMPLIANCE TABLE (R-40/R-80) UPDATED SIZE OF STORAGE/OFFICE BUILDING 6 8-8-25 > ---- PROPERTY LINE ALLOWED (REQUIRED) PROPOSED LLJ DRAINAGE CALCULATIONS: ry STORAGE FLOOR SPACE = 2,532 SF MINIMUM LOT SIZE 80,000 SF 548,558.44 SF 10 PROPOSED CONTOUR 2,532 SF/1,000 = 3 STALLS DRAINAGE AREA 1 REQUIRED DRAINAGE AREA 4 REQUIRED DRAINAGE AREA 7 PROVIDED (LP8) 0 PERVIOUS (VEGETATED) = 4,320 SF (1)10'0 x 6' DEEP LEACHING POOL = MINIMUM LOT WIDTH 175 FT 121.01 FT n 1-1 1.0- - EXISTING CONTOUR TOTAL PARKING REQUIRED = 24 STALLS IMPERVIOUS (STONE DWY.) = 2,510 SF C=0.1 68.4 CF/VF X 6 = 410.4 MINIMUM LOT DEPTH 250 FT 1,470 FT C=0.9 V=(4,320 X 0.1) x 2"/12" = 72 CF (D *01 V=(2,510 X 0.9) x 2"/12" = 376.5 CF IMPERVIOUS (STONE DWY.) = 6,440 SF DRAINAGE AREA 8 REQUIRED 17,0' - MAXIMUM BUILDING LOT COVERAGE 10% 0.9% (5,187 SF) U) � I PROPOSED LEACHING BASIN GENERAL NOTE: PERVIOUS (GRASS) = 550 SF C=0.9 IMPERVIOUS (ROOF) = 1,157 sF NOTE: NO GROUNDWATER ENCOUNTERED MINIMUM FRONT YARD SETBACK 60' 336.9' �\ C=0.1 V=(6.440 X 0.9 x 2"/12" = 966 CF C=1.0 V) l / PROPERTY DOES NOT CONTAIN ANY EXISTING CULVERTS, V=(550 X 0.1) x 2"/12" = 9.17 CF TOTAL STORAGE REQUIRED = 1,038 CF W=(1.157 X 1.0) x 2"/12" = 192.83 CF MINIMUM EITHER SIDE YARD WIDTH 20' 44.2' �_ _x- PROPOSED DEER FENCE WATERLINES, OR SEWAGE DISPOSAL SYSTEMS. TOTAL STORAGE REQUIRED = 385.67 CF DRAINAGE AREA 4 PROVIDED (LP4-LP5) TOTAL STORAGE REQUIRED = 192.83 CF TEST HOLE DETAIL MINIMUM BOTH SIDE YARDS, TOTAL WIDTH 45' 245.2' 3 &A PLANTED CAB/FRANC DRAINAGE AREA 1 PROVIDED (LP1) (2) 10'0 x 8' DEEP LEACHING POOL = DRAINAGE AREA 8 PROVIDED (LP9) TEST HOLE PERFORMED BY: MINIMUM REAR YARD SETBACK 75' 758.5' © 20' WIDE GRAVEL ACCESS ROAD (1) 10'0 x 6' DEEP LEACHING POOL = 68.4 CF/VF X 16 = 1,094.4 (1)10'0 x 3' DEEP LEACHING POOL = MCDONALD GEOSERVICES 68.4 CF/VF X 6 = 410.4 68.4 CF/VF X 3 = 205.2 DATE: 1 1/6/2024 v © GRAVEL PARKING AREA FOR 36 PARKING STALLS DRAINAGE STRUCTURE TABLE STRUCTURE TABLE DRAINAGE AREA 5 REQUIRED C3 DRAINAGE AREA 2 PERVIOUS (VEGETATED) = 1,185 SF ,_ &D PLANTED APPLES STRUCTURE RIM TOP OF BOTTOM OF EFF. PERVIOUS (GRASS) = 3,300 SF C=0.1 p &E PEDESTRIAN SIDEWALK NAME STRUCTURE TYPE ELEV. RING RING DEPTH C=0.1 V=(1,185 X 0.1) x 2"/12" = 19.75 CF v V=(3,300 X 0.1) x 2"/12" = 55 CF IMPERVIOUS (STONE DWY.) = 4,741 SF - -- / @ PROPOSED 30'x7O' STORAGE/OFFICE BLDG. LP1 10'Dia. x 6' High Leaching Pool 37.3 34.8 28.8 6 IMPERVIOUS (STONE DWY.) = 3,250 SF C=0.5 6' C=0.9 V= 4.700 X 0.5 x 2" 12" = 394.67 CF 3 © PLANTED CA. FRANK/61ERLOT ( ) / �- _ __ -0 LP2 10'Dia. x 9' High Leaching Pool 37.0 34.5 25.5 9 V=(3.350 X 0.9) x 2"/12" = 502.5 CF TOTAL STORAGE REQUIRED = 411.42 CF PLANTED MERLOT TOTAL STORAGE REQUIRED = 557.5 CF > &I PLANTED GAMAY/PIWI LP3 10'Dia. x 7' High Leaching Pool 36.0 33.5 26.5 7 DRAINAGE AREA 5 PROVIDED (LP6) DRAWING TITLE: 'v DRAINAGE AREA 2 PROVIDED (LP2) (1) 10'0 x 6' DEEP LEACHING POOL = / @ PLANTED ALBARINO LP4 10'Dia. x 8' High Leaching Pool 35.4 32.9 24.9 8 (1) 10'0 x 9' DEEP LEACHING POOL = 68.4 CF/VF X = 410.4 0 © PLANTED FRUITS & VEGETABLES 68.4 CF/VF X 9 = 615.6 OVERALL SITE PLAN LP5 10'Dia. x 8' High Leaching Pool 35.0 32.5 24.5 8 DRAINAGE AREA 6 REQUIRED N &M 20' BUFFER TO REMAIN NATURAL DRAINAGE AREA 3 REQUIRED PERVIOUS (STONE DWY.) = 4,741 SF - - - .� &N EXISTING GREENHOUSE TO REMAIN LP6 10'Dia. x 6' High Leaching Pool 33.5 31.0 25.0 6 IMPERVIOUS (CONC.) = 500 SF C=0.5 0_ > C=1.0 �7.890 X 0.5) x 2"/12" = 657.5 CF WA7ERSHED/3 � &p EXISTING HISTORIC & RENOVATED SMALL BARN & LP7 10'Dia. x 10' High Leaching Pool 32.0 30.0 20.0 10 V=(500 X 1.0) x 2"/12" = 83.33 CF TOTAL STORAGE REQUIRED = 657.4 CF \(�3) SEAL & SIGNATURE: Design By: MF � POTTING SHED TO REMAIN PERVIOUS (GRASS) = 690 SF to -5 LP8 10'Dia. x 6' High Leaching Pool 34.8 32.3 26.3 6 C=0.1 DRAINAGE AREA 6 PROVIDED (LP7) � Drawn By: MF © EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN (�') r F NE r Approved By: RAS CV In V=(690 X 0.1) x 2"/12" = 11.5 CF (1) 10'0 x 10' DEEP LEACHING POOL = WATERSHED g, O TO BE CONVERTED TO TASTING ROOM & MANUFACTURING Lpg 10'Dia. x 3' High Leaching Pool 35.9 33.4 30.4 3 IMPERVIOUS (STONE DWY.) = 2,440 SF 68.4 CF/VF X = 684 LWATERSHED fs G� c�� A. s �,p c=0.9 (IS2) F .� Scale: AS NOTED I p ® 1 HANDICAP PARKING STALLS ON CONCRETE PAD V= 2.440 X 0.9 x 2" 12" = 366 CF DRAINAGE AREA 7 REQUIRED y� F� � O ® OUTDOOR SEATING AREA TOTAL STORAGE REQUIRED = 460.83 CF IMPERVIOUS (ROOF) = 2,100 SF -� c^ Date: OCTOBER 28, 2024 N O / WATERSHED#4 WATERSHED WATERSHED/6 O O &5 PROPOSED 20'X24.2' ADDITION FOR CONVERTED TASTING C=1.0 0.Pa) (LP5) (LP6) - r- File No: 24082.000 N C j ROOM DRAINAGE AREA 3 PROVIDED (LP3) V=(2.100 X 1.0) x 2"/12" = 350 CF - \ ^ DO (1)10'0 x 7' DEEP LEACHING POOL = TOTAL STORAGE REQUIRED = 350 CF ram',., � Sheet No. o 68.4 CF/VF X 7 = 478.8 CF WATERSHED PVi A P 97 - j N.T.S. F SI~a C 2 o Iz FULL SIZED PLOT SIZE: 22` x 34" -CO A ( ff- A Y NOT FOR CONSTRUCT � ON LPROJECT OCATION \ \ �33� / of / / `` 1 ^hM O _ N/F CANDICE & ROBE,T ROTH / �J2 �- � �s°j ' f0120 OLD SOUND A ENUE W W \ 'p ty p MATTITUCI� NY 11952 o � / S1,4� pg. RAVEL. S20°07'40"E / / l N N b o }qO / / �WAF y DRIVEV,' R/,% TAX LOT 9 FRAME 350.00' / 2� K 0) '� \ t; •�w,�'S I 3 ORV DR: WRF/CLFI f 4:6'R/_„ 4 8 'i: / SHD S ED FEN CO \_ / SHD --.---- O r, S O ti M a` ,s'� 0.2' e t. ' t .o° }0•g / 0� I N F JASON HAA / -- - N •� � � / WIRE FEN. - : -...,. - �--dE �t� / WRF/Ci �� 4'CHAIN LINK FEN, 12 .70' \/ �q,O 290 COTTAGE WAY 1 D MATTITUCK•NY 11952 / / LEGEND: ` N/F CRYSTAL BOLLING N/F JUANITA E WAY EY J / / EXISTING \ TAX LOT 23.23 36pICOTTAGE WAY 420 COTTAGE WAY J \ GREENHOUSE \ MAirTUcl� NY 11s5z / -- ArIITUCK NY 11ssz PROPOSED CONCRETE SIDEWALK l a P/0 EXIST NG TAX LOT 8.1 �� ED ( p ITO REMAIN IN S�O°07'4 "E I \ 2p PROPOSED TAX LOT 8.1 c� TAX L0 �X LOT z3.z1 I PROPOSED RCA PAVEMENT Hq�'E 1.2 30.81' ° ., eo o j o N 3 19 0 00 E/ SHD / �okwh / M"6 PARC L I Z 2 p -10.2.%-- / \900 3.a'4 PROPOSED GRAVEL PAVEMENT Z '�1 '-} - PROPOSED BUILDING 5 �w 9.s „4 pNE , ST Y 6 RE IN � 1E R�Bp � ' / / / / \ s2. x �ZpN / \ LOCATION M A P _ EXISTING HISTORIC & 5Q vv tir / / / RENOVATED SMALL BARN &j x x x PROPOSED TOPSOIL & SEED POTTING SHED TO REMAIN fig. ° .. 1 ' = 1000, 2 0 1 N 0 ��\ (� N3�r, TEST " .�\ �� \ PLANTING AREAS Y LOCATION LE PROJECT DATA 2 T Y ME OO N POOL Z ` , ^ I _. _ _ .\ ---- PROPERTY LINE \ ESI ENC t •'LY EQUIPMENT TONE �,a x i . ', ' i i i i \ I APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) IIIELL PROPOSED CONTOUR NORTH FORK PROJECT 3 (024.004) i ' i a• i i i i i V /•i ✓i Q a o s .� i i i i i i i i i RAA i 3 PO BOX 541 p$ \ , sTDRY a i , ' i " i ' i ' \ 1 1.0 - EXISTING CONTOUR N6 i i i i i i \ I NEW YORK, NY 10012 r 508-636-7010 SLATE i i , 'i i i i i , ' , ', ' PROPOSED 30'x70' \ \ \ \ \ TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 ii 'STORAGE/OFFICE I \ \ \ \. `J PROPOSED LEACHING BASIN / BLDG. LOT P 0 008.001&024.004 I'Dj ii ii / aIS -x- PROPOSED DEER FENCE SITE AREA................. 548,558.44(12.59 ACRES) A�"80VITIES 0.9F F \ / _► M �+i i a i i i j i i i i i I. \ P O ROM h i 30.0• J 6'STOCKADEr" I '� i i a 'i s _ _ - .�. - - ( 1.85 A ) ', ' ,y�' i •i , ZONING R 40 (074AC) / R 80 1 C N16052'40"W FEN COVERED t C�j (� i + i i i i i/ i i i s i ♦ i i i i i i i i / 163.93 s-.0.2� IN GROUND ` - USE................. \. U WINERY/FARMHOUSE F 0..5' POOL PROPOSED U.G.rz ° Qi • a ', ' ,F i i i ' i ' _ \ - . gV s* WATER SERVICE N/F CANDICE & ROBERT BOTH 1 \ O PROPOSED U.G. i • ' i i , O, -' i SITE CIVIL ENGINEER: / 9900 OLD SOUND AVENUE w i+ ' vo i i ' �j ELEC. SERVICE \ MATTITUCIC NY 11952 6 w ' i e i 8 / l aF.Gi E . ' ' F.Gi. EL.' / TAX LOT 8.2 \ 20� / \ �35�48a i =35.52a i WRF a i ��\,/1 ti D.T-► i i i i i - i i i i i i ' ;-� i i ib i _ 3 / 0 f - 0.5'} D.8'� � - - - - - --... ._-- - -- -j � -i -. _.. - .1 .� _.•f�_'� iN`�'i3`�4 i - - - - - - T - p -y�1- - - - - - - - - - - - - - QQ. / 6'STOCKADE / i i i i�a > , ,A _ -y � 0 2 FEN. i a ,� ' "�- i iF.G CL�:/' i� _ WRF a 1 .4 ' , i ' , i i i ♦ > i i �. R. i b i i�,y i, i 435.�J� i � , / > L. K. McLEAN ASSOCIATES D.P.C. -1V 20°3�'4Q-I, D3+ � �8'S. i ice- i i i /i PROPOSED( i i�6 i i J �h- / - yy' - / �� - t���2� \ - - - - ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.,BROOKHAVEN, NEW YORK 11719 \�7. ' ` + i ii ' 'd i i i 2D'X24.2' ADDITION i' ' - - -,4 - _ �� 'may FOR CONVERTED +" f F.G. I j i' i ' i i a TASTING ROOM IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE �� ��E' \ /i i =35.8 i i + i i i i i 'i �a �p ti� / e DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY / / � i �j� �� Z-31- p/ ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ N/F DANIELLA KOREN �\ $ i F_G•"E 'i a ' i i e i-'i i`+ i i °i > , ENGINEER IS ALTERED, THE ALTERING ARCHITI ENGINEER SHALL AFFIX TO w W M / 9780 OLD SOUND AVENUE -�C =35.8 i� + , ��O`� ' / / HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY MATTITUCIt NY 11952 I +i i F.G. EL i N1�i i/i , i i i / / r HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC ZD o , =36.07 + i/ / DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND i i i a ' i i i SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A v s / TAX LOT 24.5 [ti v Q i i >I F.G._EL. F.G. "EL. i i i i _ '� I'`f l b6 i 24.2 i i i( i \ i i i Q EX. U.G. ELEC. SERVICE o O� =36.14 36.14 , Q O SG � F.G. EL, '❑ i i�' i / 1 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. TT McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE F.G. .EL =36.1.2 i " i . ti 1 STORY a + i i �. =36.34. "� FRAME ro i i j SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY i E6. EL.. i w i i + , I / I j. ' I ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC / S 6°2!�'37"E (ACTUAL) i w=�-- 24.0 ', II t / i PROPOSED SANITARY SYSTEM / / sP.+$�SE(DSED) 229.32' waF �.�. EL ❑ o I / © L.K. McLEAN ASSOCIATES, D.P.C. 3 ^ }0.4' i36.27+ i i , '� i �, ' r (SEE SANITARY DRAWINGS) / i -►0.5' _ > ' i .f' • i �I;/ ,f- _ _ _ _ I PROJECT: / W12F - E?'��i�' Er a ' •E�+--s-E�S I F:G.. EL ° F.G. EL F.G. EL I I. I TOWN OF S O U T H O L D 36.27 PROPOSED ,% =36.35 . ° =36.44 PROPOSED - / PROPOSED OUTDOOR I S U F F O L K COUNTY NY _ I. RPZ IN 3 SEATING AREA �" I HYDRANT HOT-BOX I ENCLOSURE PROPOSED 2" \ � � EXISTING HISTORIC VILLAGE BLACKSMITH � r � D .' DOMESTIC WATER /" ° TO REMAIN TO BE CONVERTED TO I MA� OF CAROL. SULL1 -�L _I] 1�q y , . i l SERVICEi L L I OLD SOUND VINEYARD I_ TASTING ROOM & MANUFACTURING •l //}I 5y • ' . ' ' > i i i i , i i i i i i + i i , i i /j o a a ' ' i 'i ii i i ii ' i i ii i ° i ii i ' ♦ ii ' i i ii ii i i i ' i i ' � i i I - I LOT 1. 0(, I 1� �025 / - .�_ EXIST G TAX LOT 2- SOU"(ri0i IOWN EXISTING WELL TO BE CONVERTED TO IRRIGATION ONLY I. . P/0 'PROSED "TAX "L0: PLANNING BOARD 9650 OLD SOUND AVENUE, PA CEL. 2 3 i Il ISSUES REVISIONS Description 1 I No. Date N20 09'55"W ACTUAL 1 PROPOSED 4" �42.57 f / FIRE HYDRANT UPDATED BUILDINGS & USES 1 6-20-25 S3!'O"M(DEED) WATER SERVICE / -37� AS PER COMMENTS FROM THE TOWN 2 10-03-25 N/F 23 ELTON-KElL-.& / 9520 OL SOUND AVENUE / GRAVEL / / PROPOSED MATT TUCX NY 11962 PARKING L � FIRE TRUCK TAX LOT 24.3 , q1 I / � AREA FOR 0 Ir ACCESS ROUTE \ I /y WN ° o 0 o Do �+ I ° ° ' i f o ST PARKING o ��jv CO I STALLS (' ) ' I . _ I L �o� / Q) / / / / \ p Q� \ 7(ACTUAL) / PROPOSED GIANT PROPOSED N.'-- -w(DEED) / �34-- ARBORVITAE (6'1 DUMPSTER / -31 ez / FOR SCREENING01 - �� I / l ) l _ SITE PLAN DRAWING TITLE. U SCALE: 1 "=40' ENLARGED SITE PLAN T 0 40 80 N 0 Feet �-0 SEAL & SIGNATURE: Design By: MF Ln D EOFief£ Drawn By: MF o ° `P R iYy Approved By: RAS I ° � ®® SI�F�O�� Datee• OCTOBERA28N0TED 2024 N o * File No: 24082.000 IL it c0v Sheet NO. n o 97 �Gcv C 3 0 1 - -----__ _ ---_ __ ---_ _ _ //// I NOT FOR CONSTRUCTION PROJECT 7 COTTAGE WAY I o - LOCATION 14 ° w�''�% *,� / - - - - - - - - - - - - olx � v 1 **, / 1 // N/F CAN-DICE & ROBERT ROTH w-W lO M v q S'w (/ / 00 f0120 OLD SOUND AVENCIE o o y o yy o ,i o �\ tiv _ / 1 / M' S20°07'40"E MATTITUCK, NY 11952 > NN aa�, yym+J y y a w 9 / P ,.. Rrol°at°ti TAX LOT 9 350.0 D o a ti•d o y C h y o C o k o C R ° seta FEN GO y y O h ti a 'y ADD\ � n O �wa� / /, u O F/CL��t 1.6'R_ ' o'I , o ' ....�� A N JASON HAAS � b y y ��ya ny� \ ao , a mm��_a __ ._- �` N/F BOZENA & MACIE ��y Shy "Coo yNC!N y saw a ;. 3MMtas,ppdax, �F 5��/ , aF/ o' 125.70' 290 COTTAGE WAY GIERASIMIUK .q y y- a n y ru o h b�r o EC N/F HOLLY SCHM7DT \ � / end MATTITUCISNY 11952 y_ a i o y ,zz t y r N/F CRYSTAL BOLLING N/F JUANITA MCKINNEY a W zz h Ai 480 COTTAGE WAY SZ tv4 tay y' a "� to f _ h7 900 COTTAGE WAY l 1/ / P 0 EXISTING TAX LOT 8.1 o TAX LOT 23.23 360 COTTAGE WAY 420 COTTAGE WAY w o Z a b a`a 11 o a ' MATTITUCK NY 11952 MATTLTi1C NY 11952 MATT X LOT 23 11952: . b h6 ta'y �, ,a :Z � MATTITUCI, NY 11952 K TAX LOT 23 20 a 1i �" w m Ch n TAX LOT 23.13 / / PROPOSED TAX LOT 8.1 I,�\2 ° TAX ZOT 23.21 ���� e �o�N v, � �,K a o �� w\ I / S20 07'40"E TAx yT z3.zz S20°21'00"E co -- I�ac `� �' "' I ' g / / 0;4� jk h 30.81' S19°08'00"E s� � 910 `� �s S1 °04'40"E IN3 ° -,:r ,,� PARCEL F_1_. M 0 R-4o ._ , aB'4 ,®' z } _. ZONE AHD 251.14' S20 19' 0"E 126.51' 43 195.00' , Pvc/sw j -_L �i 5Y�����// si RE Y n.a I0 _ IZO S R 0 •20' � _ vc/F r sru'+uoc rw. 4.r ZONE R-80 sw +'otnn w,F�y vy`OSOE' Tab.• / -•-_• -._ f ._.- ._.-.-,-, • vna Rx � .-. , .--. -... N 1.: O S/ ♦ Z -�77 + as{ fnr \ �\ ."��� /' myr •! '� '1�t310 2 4: '' �'• . 'T.T.^.'. ' . 'T.T.�'. 'T.,'.1 U Z\ k / / / d 3 YN .0 •+ 1• 2� I Y t, \ ���P'/ / 64 �+ I '. '. '. .' i F.- - - - - - - - - - II O I.' I 5 / 0 H y� { J�v y �' M T I .. 'I6STdt , YSrr / N-l ow �� � N � � �'. 1. l LOCATION MAP �o •1 /0 - - u ti w �' a / �1 w / 0 •�1 0 D'N' I' N F OWN OF S UTHOL 4 ! ,o T 1 1000 l 90 COTTAGE WAY 4 / b GA 1 9 q re I o I X' � T � •�.E'XIS'O lI N MATTITUCK, NY nssz v O O ' MATT 4 - LO- .2 ,4 p T X�,/ OPOS• D T q» Y 0 .P nRf TAX LOT 23.2"wro 'P 5 IL', , is ! >/ 'ti s '�a •A 1/ 1 r~ , t ,.�. J� J ��.r.� A 0f D4/ fFH. . , , , •�' ' ' ', '. ' ' • . .�'�.�.�'�.��.� PROJECT_ r ,1 o I'. DATA 1 ,, , o 1 1. . I I N> rl' 6 5 �2 4 0 � W � O'• _ 6 3.9 3 , �1 I� R� � { \ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) / n U2 r�. t ,Hs 7 a6^i a J � I. NORTH H FORK PROJECT 3©', 1 E 024.004 0 I .1 1111 ° _ / N F CANDICE & ROBERT ROTH b B 1 E . I 0 NEW YO RK NY 10012 l D AVENU s OLD SOUN 9900 wRc rF,a ��1 p: / AT TITUC NY 11952 M - - M 508 36 1 o � 1. �'1 I 6 7010 A LOT 8.2 ! 'Y �'� ACTUAL �S L (A CTUAL) / m z\ _ _ _ _ f• _ S22'27'SS"E D ED E TAX MAP NUMB_ _. LOCK02.00 / / an. , _ _ ( ) 223 38' DIST 1000 SECT 122 00 B-__- - - - - =9 3: -�----- --__- - _ __ _ _ __ _. - . - -. _ _ _ --__-__ � �."--' ZONE AHD a'cxu+uuc FF,L �as•{ '• ___ E R 40 l/ ,�� fv /Z , / ---=�---------- ----r- -�Nso•3z q Ow 4 ---- a �f�} ''. - - - - - - LOT P 0 008.001&024.004 �- -� aF 6/ p - - - - - - - - - - - - EIS IIVG^P ERfi3' 'LINE: / ZONE R ao f-- . . , WIN / o „ .c. . 8 t./ I �.' SITE AREA................. / W w�" ari I� _ _____ 548 558.44 12.59 ACRES 32 40 W �� 0N ( ) N20 - a - - 3 :9,2 / - - - - --5.7r'� _ - - - - - - -a 8 _ w -- a -- -- - - 0 - .I "r '0 r 7 n R W a � � 0 co ZONING............. '4 a'/ R 40 0.74 - I AC R 80 / I "i / O s 11.85 AC f �$ W L/ �+, 1 ddd 4Y 0 ' 0 LJ .- / DANIELLA K REN - -N F - - - - \ hlc� / - O - - q - - O E � 47 - c� D AVENU/ 9780 OLD SOUN - r o,, � b �w�tq . ', 'f��.���'�.�•'•�.'•",'•.'•,''.�.�I ' ' ,,',,._%, ' USE........................... WINERY FARMHOUSE *w+D.`/ : / / MATTITUC NY 11952 Fa n \ / y �/ / TAX LOT 24.5 0 2 �j bg V ftr ,1'. :I, ' z* \ \ O >_ J : 1, LI(� ,- -1 - SITE CIVIL ENGINEER: NORY f. T' .. ......'....T:......... I. ., .. T' T..'.......... '..........'� -'-1 - rr ° - J I] vl 1 y S>9 20'37"E ACT UA �.L ti 1. ) / mF 'I 2 sz 29. �• ,r4z'�r 32'E DE 'ter (DEED) } e I 1 'I . . / a r i� I' I �I D 0� - .I / - C - I- I .�I i . . \ Qcf--� / / F. J\ / -FIRE'TRUCk �I 1 { WHE L L E' TYP \ \ C-lk \ / IN '1 1 �1 I . •'I FIRE'TRUE 1 '��.'J �.'.' �.'.' I '.'•dfAP.OF CARrOl'SCtIJIY . �a ,� '.�"• ' .�'���.��'����.��'���:���'����.���•'�:�.�.'�. ���.����:��.����.���.���'.�:��.�����. �.��. L. K. McLEAN ASSOCIATES,. y I `� OC ES, D.P.C. � � B DY LJN R: I 0 E TY q L.T_ .. - r \ I �. ENGINEERING S 437 SOUTH COUNTRY In I I,it it EERIN AND 0 COl RY RD.. BROOKHAV N NEW Y a .I .FN'LOT SURVEYING E E ORK I1719 1 I W .:I \ � i� x ° $ 1 44 X' '2 FNG�'TA .LOT �����T W 0 :o� I s x 0 1 N �T X 'bT�•2 �I RO o d P 0�'P P S A 'L , / I'��'.'��.'�.'��'.'��'.'��'.'��'.'� '.'��•.'•'•.'• '.' •.' �•.'•••.'��'.'��'.'��'.'�� IT I 1 a c� OF THE LAW FOR ANY PERSON UNLESS AC TING UNDER THE �- 1. DIRECTI N OF A L6 O Q. LICENSED ARCHITECT ENGINEER TO ALTER '•IR IN ANY WAY ANY I. I \ ITEM ON THESE DR AWINGS. IF AN IT EM TEM BEARING THE SEA OF v L AN ARCHITECT y I \ a ENGINEER IS ALTERED THE ALTERING ARCHITEC ENGINEER SHALL AFFIX T - - -_ .I U m � T\ O I 6 m HIS ER ITEM THEIR /H R SEAL AND T d / HE NOTATION "ALTERED BY" FOLLOWED BY • / \ . / '• � HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC ' s 55 W ACTUAL / I o \ N20 09 I �1 DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AND (ACTUAL) • I DBED NYP3!90" ) SPECIFICATIONS H�' 'I E REIN ARE INTENDED FOR THE SUB JECT BJECT PROJECT ONLY 1'. .1 L AS A \ �e RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. IL LLC Y N LTON NE IL NIP ..'J N McLEA ASSOCIATES, 9620 OLD SOUND AVENUE (�/ 1 FIRE TRUCK `� � S, THESE PLANS AND SPECIFICATIONS WILL BE THE O SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY MATTITUCK NY 11952 1 \ o TAX LOT 24.3 •�/i,Q,� �TYP.) 1 '.'•', .'•: . .'•, .'• \ r ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC �,b/cS�o� 0 , \ \ UZ © L.K. MCLEAN ASSOCIATES, D.P.C. C� �. . . 4b V �" \ .� }�t . °R __._.,.__�_�_..,__. .��._.�..�..�. -_•�-� .r._.�- - -- ......... PROJECT: O/ N20°O6'35"W N/F COUNTY OF SUFFOLK N2000 1'35"W T O W N 0 r S 0 U T H 0 L D TAX LOT 4.5 1,258.22' TAX LOT 5.1 (ACTUAL) �/�� (ACTUAL) Mr2S'ID"W(REND) , \ }'w ,� N22'28'7°"1I`DEED) 81.55' SUFFOLK COUNTY, NY e4l M ~���� NIP SUFFOLK COUNTY i�� ��� WATER AUTHORITY /�'' � TAX LOT 25 �' � OLD SOUND VINEYARD r � / 9650 OLD SOUND AVENUE, SITE PLAN MATTITUCK, NY 11952 SCALE: 1 "=60' %� Mlm(C CEUd[RD % ISSUES/REVISIONS 0 60 120 OCT 10 2025 Description No. Date Feet AS PER NOD FROM TOWN 1 10-28-24 SOUTHOLD TOWN PLANNING BOARD AS PER COMMENTS FROM TOWN 2 10-3-25 Cn 3 C a n to 0 l�� iZ 0- 0 0 Q N ,_ i. 1-11 I- .� O I_ .0 -4- Aerial Fire Truck t Overall Lengqth 39 .000ft 41 0 Overall WidT 8. 167ft C: 1 Overall Body Height 7.500ft 3 Min Body Grouncr Clearance 0.750ft Track Width 8. 1 67ft DRAWING TITLE: Lock-to- lock time 5.00s Max Wheel Angle 45.00° FIRE APPARATUS PLAN v T (D FIRE TRUCK DETAIL °--° N.T.S. SEAL URE: Design By: MF to o ��� ®F Wl' £ Drawn By: MF 6o In g A STF p Approved By: RAS e Scale: AS NOTED I o �, * Date: OCTOBER 28, 2024 c�\l o r � File No: 24082.000 oN I Sheet No. o 0 SF 97 fi- SIO�a�' C 4 on FULL SIZED PLOT SIZE: 22' x 34' PROJECT LOCATION SIGNAGE FOR ACCESSIBLE PARKING NOTE: 6" M��' 5.0' SIGN HEIGHT SHALL BE SET T_q9 I ?324;; � 54 0" LANDING TO MAKE IT CLEARLY VISIBLE ~- REVEAL TO ALL PEOPLE WITHIN THE SECTION DRIVER'S SEAT OF ANY NOTES: VEHICLE PLAN 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR DROP CURB I~6 0�'I N ,�12" _ , LOCATION M A P 35B SPECIFICATIONS GREEN BORDER (3/8") AND 1' = 1000, 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY CONC. WHEEL LETTERING (2" HEIGHT) LOADING STOP (TYP.) 5.0' ter- 5.0' RESERVE WHITE BACKGROUND AND PROJECT DATA 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND PARKING 3/8" MARGIN PRECAST OR APPROVED EQUAL. 4" (TYP 4" (T.p APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) �� 18' NORTH FORK PROJECT 3 (024.004) 24 0 HEAVY DUTY FRAME & COVER BLUE INTERNATIONAL PO BOX541 BLUE SYMBOL OF ACCESSIBILITY NEW PORK,, NY 10012 N.T.S. o PAVEMENT a' 508-636-7010 o MARKINGS 1 3/8" GREEN BORDER TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 coop L -J�//� LOT P/0 008.001&024.004 000c �2 1 1/2" GREEN LETTERING 0000 �12 SITE AREA................. 548,558.44(12.59 ACRES) 6' ACCESSIBL ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) o�oo WHITE BACKGROUND AND 000v 6" • • 3/8,� MARGIN USE........................... voov I ;;� WINERY/FARMHOUSE SECTION SIGNAGE FOR ACCESSIBLE PARKING SITE CIVIL ENGINEER: PLAN NOTES: N.T.S. 1. MATERIALS SHALL CONFORM TO ASTM A48 CLASS 30B OR 35B 2. LOAD RATING SHALL BE AASHTO & HS 10.0' 10.0' - 10.0' 20-44 HIGHWAY LOADING 30.0" 24 0 HEAVY DUTY FRAME L. K. McLEAN ASSOCIATES, D.P.C. & OPEN GRATE COVER TYPICAL ACCESSIBLE PARKING DETAIL ENGINEERING AND SURVEYING 437 SOUTH (:OUWTRY RD., BROOKHAVEN. NEW YORK 11 719 N.T.S. N.T.S. 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 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 GM1R(�KEDML�D SUFFOLK COUNTY, NY OCT 10 2025 SOUTHOLD 1"OWN O L D SOUND VINEYARD PLANNING BOARD 8" THICK REINFORCED DRAINAGE NOTES RESERVED CONCRETE TRAFFIC BEARING 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 PARKING SEE SIGN SLAB 24" DIAMETER FOR SURFACE AS PER CAST IRON INLET GRATE & ® ACCESSIBLE 2. ALL CONCRETE TO BE 4000PSI 28 DAYS PARKING 9650 OLD SOUND AVENUE, PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS 7 DETAIL PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE MATTITUCK, NY 11952 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 BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AS PER NOD FROM TOWN 8, g ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE z 1 10-28-24 ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. g ® � NO DIRECT PAYMENT WILL BE MADE o STEEL POST 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET (2"X2") FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. a°oa O a qoo 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE O�COo Oop ° EFF. DEPTH AS PER SITE PLAN (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. - CONCRETE BASE °Dob oO°oe z ••.I I • °° a 10'0 DEEP PRECAST FOR SIZE) 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS RING LEACHING UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING U , 0 ® In __ o DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE j - - GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND �-f12" �I a, [� o p oo SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF �_ dQ oap TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND p °Oaoo 3 D°��a9000 III HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT PAYMENT WILL BE MADE FOR THIS OPERATION. SIGNAGE F O R 2' MIN. off° ° °oo - 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". ��° o°de °°�° CLEAN SAND & ACCESSIBLE GROUND °°� �� ��° GRAVEL FILL o WATER AS APPROVED REINFORCEMENT NOTES: PARKING 0 2' MIN. 10'-0' 2'MIN. BY THE E.I.0 1. STEEL REINFORCED ON LEACHING SECTIONS NOTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. N.T.S. CLEAN FILL MATERIAL IMPORTED FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL 2. STEEL REINFORCING ON CONE SECTION 12-#2 > ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. DRAWING TITLE: j N.T.S. T SITE DETAILS N C_ E , c SEAL SIGNATURE: Design By: MF Lc) o f NE Drawn By: MF o � A Y0 Approved By: RAS o ���� TFF � Scale: AS NOTED Ln o F Date: OCTOBER 28, 2024 0 o I ^ - File No: 24082.000 `V � Sheet No. o N \ 0 /,_ 7 ��U 4.1 NOT FOR CONSTRUCTION S`���� C5 FULL SIZED PLOT SIZE: 22" x 34" / '_1 __ I / \ ' �k ---__ � \ - " -�_ --- -, I- ___ �, -__ '�,x -_ " -,� I- __\ �___�, _____ I / / /_ \ \\1 1,V 1 \\ \\�\ \ -,\u, 011111111111�illillillilli 0I , ),�L I � '1� .1// * G, W, I t DEVELOPED /33 L a , c1t 1: ` \ \ \ \ ( h/// \\ \ \\\\\ //� / \ \ ^1 / �/ PUBLIC WATER N/F CANDICE & RO$L�ERT ROT /� 1 I 1 \ / \\\ \\\\\ \\\ \�� �// /// \ / 4*'0�:� / / pp ° J0f20 OLD SOUND IAVENUF I o o p� 1--g � (p yy o,� v�7 a v 1 \ I / // / _\ \\ \ \\\\ �- \ \ \ d P V'c ( j / °� o- S'20 07'40"E / MATTITUCI4 NY 11952 350.00' N eo r, (n (v y i a o o N y3 l \ n ve d \ 1V 4 V/ I fO.1 '9p o tv a7o TAX L0�/9 �� N ya y@,I so,k) v ti O you 00%� � , •� ,,...� e�A�_, y O y a. y a yC 2 /,t"�y�,',Lys.n / J O /� •s l t,.s �- , t _ - �w...e.� -. , o/l coV JA � \ fr 'may C O,h'� CVp ti O �' -y r,n y•�"�'J t4,y� ✓ / // //�� \\ \\\\\\\\ \\\\\\ / //� \ \ \ dAVo ��9o2A �\�/_ / �O / -� ^"/. NSF BOZENA d MACIE �C o o I� °S y PC y /� o�y E� 1 a a. \ /� ve"� N/F JASONS - \ hc�y y n 1xj y S Soun\ ♦GAIN a rev. la.d hc�y a�"+� C O ',s lt� 1 5.70 zso COTraGEAY o CN � / _ Sound A l MATTITUCISNY f952 \/ GIERASIMIUK o y . h n y v� h r o N/F/IfOLLY�SCH IDT / /// \\\�\\\\\ \\ �\\\\��j \ \ lI LUNGN F JUANITA MCKINNEY y' a Ij � /o y - ~ 0 GGG �� dAve sound AyeEXISTING N/F CRY TAL BO / 48000TTAGE WA o t-t=, y i h a� 9 TUCTX EA \ \ / / \ \ \/ ( M TAX LOT23. w w� co p GREENHOUSE "Y 360 COTTAGE WAY �120-COTTaGE-AWAY -� MATT1�1� NY 11ss,i� ���i /;, � z�� m �9 "� � � YY�� / \ / , j I MA ITUC$ NY 119 MATTIT(IC NY 11952 °0 _ / . � MATTITUC$ f 932 /� / \ \TAX LOT 23.20 w w t oo "'co"` TAX LOT 3 1 I �'O / � TO REMAIN S20� 0"E AX LOT 3. a `D^t nyi n � En � / \`' \ 1 S20°21 0 "E ��� � x "� c 1 IfN2Y I( p�/ S rn / N : T -�Ax T 23.21 w v / ///// OS�\\\\ \ \\\ / \ \�i j 3 30.81 S °p � 1 0 a , : �,g °_ a�N � // / \ \ \ \ z _ ° 2 �Q �s Sl 04'40" ° ro \12 51'4L !I 25>.14' S20 >�' p„E / // 11 II /� \ \�R ) s s yUN R-4 tut f- I r._. r- Z E AHD S �/ \// r?* DEVELOPED _i s T 80 w. / / 'I (IIII / \ \5� A"4 PUBLIC WATER t_, 5s• Go ONS R- EXISTING HISTORIC & _ � }� +�+ /t zoN R eo � •°�^��E �4 ° 1 IIII 1 \ / \1 � yvp RENOVATED SMALL BARN &�x x � x��'0,, x 112, x t °' _> ` / 1 / \ - - ---- \ 9 y POTTING SHED TO REMAIN . •. . .. . . --- ` �G - 7__71 - x" �� - I III \ / / \ ' 11 III \ Oh 1 / �� o \ � .' / f I I I I h� f / a ° N31 2 TEST HOLE'.-- - .- ' . �� � I I III I \ ST Y �' / / °�� / / / / z T N ®X r LOCATION t '. \• -.' •..' - - T�T T I I I I J / \ � - , o� / / l _ ECi. ,., ..I .... . .. . .. ...• ...,'...• ..• ••., •... ... ....� .'..._'....',...'...•:••. •.. ..., ..., . • . �'. II I I I \ STOW�. ''.. r . I /- 1. � 3 III 1 I II II I11 I I I I ( \ PROJECT \ T /I I I �9 IXtT 1 / 0 � � �.\.��.�.��.'.�.��. ��\ II I CATION O�sio \ I . \ q N I I I I N >oIj/ I I U 5 I I I I I��:��: �:•�j >✓ .I III II / i I I \ I I \ I I o � \ PROPOSED U.G. /f I I I 4` „C \'� �.'�����.'���.'' '�.'�� 1 I OF SOUTHOLD I /�R I WATER SERVICE 1 O 1 2 \ . : I 5-� AGE Y I q I 9 COTTAGE WA \ I I \: x7 PROPOSED 30 0' y / j \ .' / �. !. ,I �/ I� ITUCI{ Al1952 I I I I I I \ off' : r ) :\ : :: :: ':': : �,. \ :I .0 I I LC II 1 \ o STORAGE OFFICE I ti T X LOT 23.25 I ,.sue. + � � � / is � _ _;' •} ,+ ,., ,• .' •'•'.' • BLDG. �. ����� •.�4•'/ •• '.P NTED. AL RINO . /� � I \ W1 , � O I $ y, �. //; DEVELOPED N16 � I��: :���:�:'�.'. .�' . I I I ) L®C A T I 0 N M A P / 3 �j 3' :' ' I I I tJ \ \ v°a �2 fd \ I \ • 'No Tr 7 " ' � ' s N.T.S. o 1 r ° I \ \ \ 1 I \ RT ROT PROPOSED U.G. : I CANDICE & ROBE �i�•' ��\ •.'• 'J / N F \ � tp '•� l Y E �N A ENU "•\'•'SDU D 00 OLD VICE >.99 ELEC. SER �'���:�����:'.�� I \ l � I I f952 .'>=-'' \ 1 l MATTITUC NY 1 M \\� .'\.' •.'�'' / \�j� � ;: ///// \ PROJECT DATA �/ TAX LOT 8.2 / L �.' ./ / `` - - / \ DEVELOPED \. `\t ....,...� - - - - J /�,r_ RSt / J�-f_ a - _ - - - - - - _ - - - _ _ 1� 2�-\ y3�,d \ \ APPLICANT/OWNER... NORTH FORK PROJECT 2 008.001 / PUBLIC WATER \ ae} - - - _ r _ - - ONE_AA r R 4- - C ( ) f�` T ONE ,,�ram•� �+, {y� {`y �+, �r+� ) �/ � NORTH FORK PROJECT 3 (024.004) & d - - 7 ,t1'+ 4+1.' 1 f 1✓ c/ Y J 1� \'' .T'� : J.T .'.' :'` ' / . /� ZONE R 86 W 0 32'40"W °.rl PROPOSED / a-" 4 :�9. ' '.��• . / . . �'. . ' o 'Q, .'�'.., . 6' a ^� �� a�f / PO BOX 541 - - - - - -- - - P? �. r? ' _.� _�_- NEW YORK, NY 10012 S / �1 - �.r7.,7 , ;_ 20'X24.2' ADDITION / - _ a �$- - - - N. . •�. �_`' 'I Tr'. �. Cv ^ . �.'. ^ /^rt \ / / / \ �\ / Q / � t { f \ -� '� ''. L'. f ) / / 508-636-7010 / / Q�' q OR f� , a'.FOR CONVERTED c 0 % I.' �' �'T.' :/.' / l / / \\ q s i l 11 \ w , TASTING ROOM h TAX MAP' � � `L o NUMB ER / ER.... DIST.\ 1000 SE CT.ECT. 122.00 BLO J 0 / CK02.00 4 • J / O 1 _ / b / l N F DANIELLA KOREN �-�, r / O /'_' _' � f I / / \ \ ' LOT P 0 008.001&024.004 ��4EV M O` / 978O OLD SDUND AVENUE � °�' ` ,e t,,• / /� / �-/-y -� _� / / / //// / / / \ �� / ANTED. . ' / �` / ,-W N , // MATTITUCK NY 11952 o / ,� q / TAX L(ST 24.5 e tQ �.f?PLES ( 1__ SITE AREA................. 548,558.44(12.59 ACRES) o _.4.. •i�i / ! I l I / // / / // / / / ,< \\ \\ � S S �,o I DEVELOPED o� '.' (�...�,, l •. •. . -� I- .4�-- 1�. _,I I 1 / I l l I ' //// N l I \ - / PUBLIC WATER co '. 1 / / // / \ So - / / / N a .' \ ' ONING......... o / rr . . . . . . . . . . '�' '.':• .'' ••.•. •-•.�•.•.•• 1 / ..,........ R-40 .74 A R-80 1.85 A / E (ACTUAL) . ..� �. .. . . '. .4. � /r�4� xo. Mh--j- na �' j ���. PROPOSED SANITARY SYSTEM. . '. '. I..:��:���'•.'�':���'�.��''�.� �'�.� ''�.'•'•�.'�� •.'����.�����.���'.�����.'•�• '•'•�.'�.'��.��.���_����:��.���.�. ��.��. •' i �. �''���. ',�.' •.••.� �.�.� / \y c�/ / -N- �; (D6lD) 229.32 }Q1. �t (SEE SANITARY DRAWINGS) �' ' / I' 1' I / / ///// // / / / \ \ o USE..................o �• MHE � , •--�---.*�-�+ti----�-x � ' '• . .�, �.� �'.�• .- ......... WINERY FARMHOUSE .r� � f A I �i / .•I / / / / I I / SITE E CIVIL ROPOS ED / ENGINE ER: �.EX�..U: �C:�•SE .VIC I' / 1 D..�El_ R � � f• ��.�1'�. . PROPOSE OUTDOOR _ RPZ IN D ••1 / / / BOX SEATING AREA / lJ ff / �I ' ��.PROPOSED .' �•�.'•••�.'• . . \ \ U E r PROPOSED 2" / CLOS R • ISTNG I T RIC VIL GE BLACKS ITH '� '���.'�'�.�.�'��.�'•�."'��.EX I H S O LA M O - �� ��� HYDRANT .DOMESTIC S IC WAT R �/ TO REMAIN TO BE CONVERTED TO / / 6 _ / / \ 4 •.'�'L� � - � � ���� ���� ��SERICE .' .I LA D G .R / f f/ " Q' ��� TASTING ROOM & MANUFACTURING \ \ \ '� .P' �tJT D.� L 1. . � � 1 LA E M 0 w - NV R TO / _i o .EXISTING WELL TO BE CO E TED / / 4 / / \ IRRIGATION ONLY 1 I . .I. �.I l / i .� / L. K. McL AN AS SOCIATES, ES D.P.C. // / / \ 4 �A •T D CAB• FRANC � /'.PLANE ��I����•��.'�•'��.'�' �.���'.'.�•����': ��'�.���'.���'.�•''�. �''�. r tl ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK t1719 I I � / PROPOSED 4" .'. '..I // /I 4. ` ..'•', '. .. . ..'•' •'.� / / ^� N20 09 55"W ACTUAL 42.57' l�' ',','• .�� 'l. '.'• '.�• '.'� �.�• '.�• •.�� '. '. •.'l•'•.>F.��''I�� I. / N2x3130"R(DEED) FIRE HYDRANT / I• l' •. �. I. J IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 3 9 WATER SERVICE /. . / t --� � -. LJ / *�7: DIRECTION OF A LICENSED ARCHITECT E '.' '.' .' '• .'• \ // NGINEER, TO ALTER IN ANY WAY ANY l - - / \i } -� / iN F 23 EL T N�fEfL LLC .' � � � . ,z ' i � I EM ON THESE D .•I � RAWING F ':r�-:�- / S I AN ITEM BEARING/ B R NG THE SEAL OF AN AR CHITECT / ,r, r/ �- � {I 9520 OLDrSOUND AVENUE ,z•.:vy,.;`,�,..,„- I 1. \\ I'' \ I / ENGINEER IS ALTER" ;• -• ;•:?• \ EKED, THE ALTERING ARCHITECl1 ENGINEER SHALL AFFIX TO Y'F s K NY 11952I. / I TTITUC ;•MA I ;RAVEL r✓; GRA PARKING R %+- LOT 24.3 � � .''•!'' •`."' •' �<_^•''-'?� 'u•.,'a:=*.+ („ �.�'','•=' '•4��^,•'•••x;''• ".;- _ '\ / � l \ HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY T , «... i A �' q .,AREA FOR 36 ..:: -,,., ..............::...:.,.., .....,...,...,.,._...,:...,,..:. ,� �! • , :': '<:>•..n:;<:'�::.... ,..:...:,�. ,. .,:.: .... ... .. ... ....<, . ...::, ,. :,:; .,..<. :., -..::-:•. ,: ._ � �_ / S/11ER SIGNATURE AND THE DATE OF SUCH / t.:,: p,. ,_ `,,„ �.,.�, ,,., � � '-� '�' '�' / 1 � /l �L \ ALTERATION, AND A SPECIFIC W �O PARKING STALLS / DEVELOPED 4J ..'�.....'` . � - - t� �' '• :,''ars ''', - 4's ':�>� ;;',•Ca �_ ( / / / � DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AND \ PUBLIC WATER \ ti ,.` >a >ra t LL''1 x - W` 7 \ � / / I / // / / \ \ \\\ HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A '5; \ \ ) / //// / \ \ \ \ \ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. / / � / �Q� \1 , t x x x I x ... �x x McLEAN ASSOCIATES, PC THESE PLANS AND SPECIFICATIONS WILL BE THE _ I o N F COUNTY OF�s FFOLK N p / 1 1 \ r7 (p N N O O -NNN \ o ' \ \ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY - N20 06'35"W __ ^,`L 1 - % T N � h ,D � ti o _ _ __ w N20 D> 35"W \ \ \ 1 / \ / 00 \ - -- (�CTUAL" / i PROPOSED 31 1 O� TA'X LOT 4% OD N CV � ry c` +) 00 J 01 (n � (r` ^N N N C"'-F' � � 30\ 1,258-22' 37 LOT 5�\\) 1 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / / / \ 34- DUMPSTER �� ) / / / 7 l 1 I t \ I I I I I I ' ` \ \ \ 1 (ACTUAL) \ \ \ © L.K. MCLEAN ASSOCIATES, D.P.C. 1 � N22'28'f0'II(D SD) �'jh / �- r ( l N2x23'f"N(DEED) "� / / � J / / I I I 1 \ \ � ---�.� \ 81. 5' \ PROJECT: / - / UNDEVELOPED 11 1 I I IIII I I I i I , ; �, N/F - LK COUNTY ��\\ \ ) � ( \ I � � � / ) 1 ( ( / / / ') \ � \ I 1 I 1 i / l l l 1 I I I , \ X�� \ \ \ � ,� \WAT X LOT � � \\ TOWN o f TY / / / \ \ 1 \ -, ' UNDEVELOPED \ \ S 0 U T H 0 L D / _--- � ) ) ) I � � I ) (/ / � I ( / / / / ) � I 1 1 1 I I / / I y. (. \ \ \ \ \ 1 � � � � ��\ ,\ \�\\ � SUFFOLK COUNTY, NY /� � - � SITE PLAN /� I -) _> _> _> 1 SCALE: 1 "=60' / � > 4 -) -) y ->/ 4 PROPOSED. 2,100 SF \ -) -) � _ _> � � I \ 0 60 120 r �� O L D SOUND VINEYARD �� STORAGES BUILDING 4d_> 3 \ Feet I , -�- _> WITH BASEMENT _> ,> (F.F.=35,2) � 4 _> _> 4 Q���O L/�� 4 / _> _> � _> D 9650 OLD SOUND AVENUE, \ / j> /� -) -) � MATTITUCK, NY 11952 �_ / 4 -) j 4 4 �% -) > > _> � -) OCT 10 2025 >\ _> -) ego -) -) 4___>-- - -) fib ' SOUTHOLD TOWN ISSUES/REVISIONS NOTES: � PLANNING BOARD -- / � o 1 Date: 11/6/24 Description No. Date _> - j � � > a /�ti -) 3 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. AS PER NOD FROM TOWN 1 10-28-24 /4 _> S � _ PROPOSED MAC "R" AIR / 1 LEGEND: 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED x x -) _> ) , _> �y _> BLOWERS MODEL MAC80RII _> / 33.5 Brown loam OL SANITARY SYSTEM. SCDHS COMMENTS 2 02-1 1-25 -) // -) -) � � > b 4 .>ON CONCRETE PAD TO BE PROPOSED CONCRETE SIDEWALK 33.0 ------- 0.5' 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY b / _> HARDWIRED TO CONTROLLER SYSTEM. - -> _> 4 \I 4 -) -) ' -) 4 4 _>/ / PROPOSED GRAVEL PAVEMENT Light brown silt MIL 4. THERE ARE NO EXISTING SANITARY SYSTEMS ON SITE. _� �I� -/ el 4 PROPOSED FUJI CLEAN , 4 / 5. PROPOSED WATER SERVICE TO BE INSTALLED MINIMUM 10' FROM EXISTING �j ; `ti _> ti CONTROL PANEL IN NEMA 4X -) b STORM DRAINS o, p _} �_ - > - - - ENCLOSURE --�- - - - - ; - - - PROPOSED BUILDING � �� h 4 � . 0 r/_> ', > 1� 30.5 -------- 3' . 1' _> 4 4o , PROPOSED VENT W/ _ tip' / 0 PROPOSED TOPSOIL & SEED (i y titl � CHARCOAL FILTER 18" MIN. , / _> / �� q _> _> ABOVE GRADE, 36" MIN. tit T _> i _> _ _ FROM ANY WINDOW OR DOOR. -> / 1 PLANTING AREAS L / j 1 � '� .> J 3-- _ / ---- PROPERTY LINE p -_>� PROPOSED -) _W L " U) • ( -) STY• 484 SF CO S mm- O I � 10 PROPOSED CONTOUR 5LA6 ON GRADE �r , S_��` Pale brown fine sand very fine sand SP ADDITION FOR A `19�DM 11.0 - EXISTING CONTOUR CONVERTED 4� - �� / °' coNv I ��� � - /___',L TASTING ROOM �r� - r p Y F.F.=36.1 M '� IN. � 7 // _> 3 -. 4 _ / I O 1 PROPOSED 10-0 LEACHING POOL -) 10' N•--y ) \ � 1- __L \\_Jai 0 ; EXISTING O _> � I-) FE I > I -x- PROPOSED DEER FENCE ' CONSF VERTED ON 5 \�,,r� /. ^; ^ NVERTED GRADE 1) �OQ� o � . y BUILDING TASTING 4 I �-r-00 PROPOSED FUJI CLEAN CEN-7 I/A OWTS WITH H2O � F. -j _> / L.t• -- LOADING KIT INSTALLED v , �� -) I . I ` PROPOSED FUTURE EXPANSION > � -) 4 _> .I .> w- -) -) _ I I DRAWING TITLE: .I 0 -) -) j GT PROPOSED GREASE TRAP 16.5 1 PROPOSED SANITARY T ' -) 4 \I/ I I "� NO WATER ENCOUNTERED �, � / - . - / .1 DMI Q PROPOSED DISTRIBUTION MANHOLE PLAN /I� ��_� HIGHEST EXPECTED GROUNDWATER @ EL. f-1 .5 E > > _ /\ / . ' I• - . - . I s PROPOSED SANITARY PIPE TEST HOLE s __0 I w- PROPOSED 2" DOMESTIC WATER SERVICE SEAL SIGNATURE: Design By: MF N o 1 ' I - . - . I. E PROPOSED U.G. ELECTRIC N.T.S. Drawn By: MF - - - - - - - -' - - ® PROPOSED LIGHT POLE TEST HOLE PERFORMED BY MCDONALD GEOSERVICES 1 1/06/24 ,� �E F N£dy� Approved By: RAS - - - Ri A, o I I �, Sr p Scale: AS NOTED TEST HOLE LOCATION �¢ F 0 0 I � . \ . 'I , � I 1 F^� � Date: OCTOBER 28, 2024 ,� File No: 24082.000 no - w ,. cv N r, ` .I Sheet No. ON ENLARGED SITE PLAN =0 0 i97 �v�;' 1 o n SCALE: 1 "=20' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FE .si0N ti FULL SIZED PLOT SIZE: 22" x 34' POWER SUPPLY CONNECTED TO DEDICATED 120v AC. SINGLE PHASE, 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL "ns FUJI CLEAN CONTROLLER AND ALARM PANEL PROPOSED MAC100R11 AIR BLOWER. POWER CONNECTION TO ALLOWABLE SITE SANITARY FLOW ""R BE HARDWIRED TO CONTROLLER As PER SCDHS & PVC PIPE FROM MAC (POPULATION DENSITY EQUIVALENT) BLOWER TO AIR INTAKE PROPOSED GASKETED, LOCKING COVER MANUFACTURERS REQUIREMENTS. (SEE S3) GROUNDWATER MANAGEMENT ZONE: IV 6 m 2 MIN. HDPE VENT W CHARCOAL FILTER 18" MIN. AS PER MANUFACTURER'S HEAVY DUTY GRAY IRON (CL35) FRAME & SOLID ( 00 GPD/ACRE) " ( " ) / REQUIREMENTS COVERS SETS BY EJ OR APPROVED EQUALS USE 600 GPD/ACRE X (12.59 TOTAL ACRES - 6.03 ACRES PLANTING) ABOVE GRADE. 36" MIN. FROM ANY WINDOW OR DOOR. 18"0 HEAVY IRON LOCKING COVER OVERST MODEL No.: V1600-3 RG REV GS CPH2 CV UND _� Ave "- "'^i F.F.=35.20 CONC. PAD 24"0 HEAVY DUTY CAST / = 3,936 GPD soy"d" 10" x 15" QUAZITE ENCLOSURE WITH COVER PVC PIPE FROM MAC "R" IRON LOCKING COVER nd Ave Sound Ave EXISTING DENSITY 8 .vrs m BLOWER TO AIR INTAKE STOPPER OR END PLUG AS PER MANUFACTURER'S EXISTING GREENHOUSE = 1,685 SF X 0.03 GPD = 50.55 GPD GRADE= REQUIREMENTS EXISTING SHED = 245 SF X 0.04 = 9.8 .. 34.9 TOTAL = 60.35 PROPOSED U.G. x A • • < ELECTRIC PROPOSED DESIGN FLOW,,.,", % r E A A A E A E A E A- , , 1' IN _ PROPOSED 1 STORY STORAGE/OFFICE BUILDING • v v V V V V 2'-6" MAX 24" MIN. 4" SDR 35 PVC PIPE -� A A A PITCHED MIN. 1/4A PER -� � � _- ______ _____ --_ _-__- ---- - DESIGN SEWAGE FLOW RATE: STORAGE = 0.04 GPD/SF OFFICE = 0.06 GPD SF PROJECT , 1 --- - - _ - ..,. , . --- a;.,. . LOCATION -"� o `• '''.: '.' ° •. 20" PROPOSED 1 STORY WINE TASTING BUILDING ADDITION & CONVERTED BLACKSMITH BARN , ' DESIGN SEWAGE FLOW RATE: BAR (WINE TASTING) = 10 GPD/SEAT a CAST IRON PIPE TO PENETRATE LOCATION MAP FOUNDATION WALL MIN. 2' '' 2,764 SF X 0.04 GPD/SF = 110.56 GPD ' INV. = 33.20 4" SDR35 PVC PIPE � 4" SDR35 PVC PIPE ,• a 0 4" PER FOOT 0 A" PER FOOT 806 SF X 0.06 GPD/SF = 48.36 a PROPOSED MIN. INV.=31.80 MIN. INV.=31.63 40 SEATS X 10 GPD/SEAT = 400 GPD N.T.S. FOUNDATION PROPOSED 90 - TOTAL = 558.92 DEG INLET ADAPTOR WITH QQ ® '+ TOTAL EXISTING + PROPOSED CLEANOUT TO '. 60.35 GPD + 558.92 GPD = 619.27 PROJECT DATA •• ;• ' GRADE C) O APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) SYSTEM A: SANITARY NORTH FORK PROJECT 3 (024.004) PO BOX 541 TOTAL DENSITY VS. ALLOWABLE DENSITY NEW YORK, NY 10012 PROPOSED BUILDING ACTUAL DENSITY: 619.27 GPD 508-636-7010 ALLOWABLE SEWAGE DENSITY: 3,936 GPD TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 CONNECTION 4" SDR35 PVC LOT P/O 008.001&024.004 PROPOSED HEAVY DUTY AND PIPE ® " PER 36 GPD - 619.27 GPD = 43.73 GPD REMAINING .: N.T.S. LOCKING CAST IRON COVER TO SITE AREA................. 548,558.44(12.59 33 RIM EL. 33.90 4" SDR35 PVC PIPE '''•% � °� '•.e•�'' ` ' '• FOOT MIN. S ACRES) ...: . .. ., ......• :'. :. . � INV.=31.33 ® " PER FOOT ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) PROPOSED CONCRETE CHIMNEY MIN. INV.=31.50 D I ST R U B U T I O N,SA M P L I N G SEPTIC TANK C E N - 7 WITH H 2 0 LOADING KIT REQUIRED: 1 DAY SANITARY FLOW (617.27 GAL) USE........................... WINERY/FARMHOUSE MANHOLE WITH H2O KIT 2.0'MAX. N.T.S. N.T.S. PROVIDED: (1) FUJICLEAN CEN-7 I/A O.W.T.S. 20 SITE CIVIL ENGINEER: CHIMNEYAX. �- PROPOSED HS-20 LOAD RATED LEACHING POOLS - SYSTEM A & B CONCRETE DOME REQUIRED: 617.27 GPD/ 1.5 GPD/SF = 411.51 SF 411.51 SF / 31.4 SF/LEACHING POOL = 13.11 VF PROVIDED:(1) 10'0 x 13.67' EFF. DEPTH LEACHING POOL = 13.67 VF > 13.11 VF FUTURE EXPANSION L. K. McLEAN ASSOCIATES, D.P.C. MIN. 4" DIA. REQUIRED: 50% OF LEACHING CAPACITY ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN• NEW YORK 11719 SDR 35 PVC PIPE PITCHED MIN. 1/8" PER 1' PROVIDED: (1) 10'0 x 13.67' EFF. DEPTH CONCRETE LEACHING POOL IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE LOCKING COVER DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY HEAVY DUTY GRAY IRON ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ (CL35) FRAME & SOLID ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO COVERS SETS BY EJ OR HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY APPROVED EQUALS HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC MODEL NO.: 2 CV U3 RG DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND INVERT (IN) REV/GS CPH2 CV UND ELEV. 31.2' SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A (NP') RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. PRECAST CONCRETE RISERS McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 8" MIN ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC CONCRETE TOP _ SLAB TO 2�0-NM-AX 24 TOP of RINGS FLOW OUT SUPPORT H-20 REFERS TO THIS © L.K. MCLEAN ASSOCIATES, D.P.C. VEHICULAR POINT 4"0 SDR-35 LOADING --- J PIPE PROJECT: 20• STEPS ARE TO BE I / COPOLYMER POLYPROPYLENE I 25'MAX. COATED 1/2"STE I �-/ TOWN O F S O U T H O L D O.C. BARS AT 12 COVED MANHOLE I FLOW OUT S U FFO LK COUNTY NY JOINT SEALANT TO 2 BE I" BUTYL > RUBBER FOR ALL / �ci;jI �© JOINTS PROVIDE CONCRETE INVERT I _ _ FLOW OUT �j MASJOINT NON-SHRINKING 5 FORMED TO AT ` OCT O 202 OLD SOUND VINEYARD MAST JOINT LEAST THREE-QUARTERS _�`a SOUTHOLD TOWN 13.67' EFF. DEPTH 14 SEALANT OF THE PIPE CAST IN PLACE DIAMETER OF THE I 4"0 SDR-35 PLANNING BOARD FLEXIBLE RUBBER PIPE I �+,ti� PIPE SLEEVE WITH STAINLESS STEEL FLOW OUT 9650 OLD SOUND AVENUE, STRAPS OR FLEXIBLE e• MATTITUCK, RUBBER BOOT NY 11952 CONFORMING TO ASTM C-923 'I•o• \,-BOTTOM OF RINGS FLOW IN ISSUES/REVISIONS REFERS TO THIS POINT Description No. Date TYPICAL DISTRIBUTION MANHOLE DETAIL AS PER NOD FROM TOWN 1 10-28-24 N.T.S. SCDHS COMMENTS 2 02-1 1-25 NOTES: AS PER COMMENTS FROM THE TOWN 3 10-03-25 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHED UP TO 2' IN HEIGHT, AS REQUIRED. 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. 4. ALL CONCRETE IS TO MEET 4,000 PS AT 28 DAY SET. 5. ALL OUTLETS ARE TO BE SET 0.10' MINIMUM BELOW INLET(S). 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) SHALL BE NO GREATER THAN 2 FEET. 7. THE BOTTOM AND SIDE PORTION OF THE MANHOLE SHALL BE MONOLITHICALLY CONSTRUCTED TO 18" ABOVE THE HIGHEST EXPECTED GROUNDWATER ELEVATION. 8. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH 1 INCH BUTYL RUBBER JOINT SEALANT WHICH CONFORMS TO ASTM C-990. 3' (MIN.) 3.' COLLAR (MIN.) .. COLLAR I I , 'BOTTOM OF .PUOL. 10'w ELEV:..24.53'. I: (TYP) DRAWING TITLE: I 6' MIN.. PENETRATION INTO ,A VIRGIN,STRATA.OF SAND & GRAVEL I SANITARY DETAILS 3' MIN. ABOVE HIGHEST EXPECTED G OUNDWATER BACKFILL MATERIAL Design B MIT CLEAN SAND AND SEAL IGNATURE: 9 Y GRAVEL �0F Drawn By: MF A �y0 Approved By: RAS STF� '�� Scale: AS NOTED Date: OCTOBER 28, 2024 ,- File No: 24082.000 - --- - - -- - -- _ HIGHEST EXPECTED WATER ELEV.-t_1.5---- - - -- - - -- - -- - - QS �f Sheet No. PROPOSED LEACHING POOL TYP . �' 9� ���� � N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FE.:;ioNP�' S 2 FULL SIZED (PLOT SIZE: 22" x 34" SCUM BAFFL B CHAMBER Volume (gal) - - '-�' 1,— Sedimentation Chamber 397sPECIFICATIONs 2'-11�' r 8 -r Anaerobic Filtration Chamber 396 2910 2s10 (97") (9'7") DRAWING NUMBER �' d Sound Pve n Aerobic Contact Filtration Chamber 181 00 2510 20 00 2510 20 TREATMENT METHOD CONTACT FILTRATION MEDIA METHOD Clarification Chamber 90 8 475 680 (83)830 525 8 8" (8'90 8" � ECIRCULATION _ ( � (�10) (6) MODEL NAME FUJICLEAN CEN-7 Sound Ave Sound Ave P N AIR LIFT PUMP Disinfection Chamber 6 ACCESS COVER (1'7") (2'3') (2'9') (1'9") ACCESS COVER RECIRCULATION AIRLIFT PUMP EQUIVALENT PERSON dAve Sound Ave 450mm(18')dia. 600mm 24"dia FLOW BAFFLE DISINFECTION CYLINDER -1 ( ) CLEANING OPENING DESIGN HYDRAULIC LOADING 00 ISINFECTION Total Volume 1069 ( ) DESIGN INFLUENT QUALITY BOD 200mg/L T-N 45mg/L SS 160mg/L CYLINDER(OPTIONAL) _ s N m a j N DESIGN EFFLUENT QUALITY BOD 10mg/L T-N 10mg/L SS 10mglL e 0 °i' � r�� �� o°_ ^ v 1O SEDIMENTATION CHAMBER EFFECTIVE CAPACI 397 GALLON r—m z N C 4"INLET PIP "OUTLET PIPE SPECIFICATIONS j-- -_____ �_________ ANAEROBIC FILTRATION CHAMBER EFFECTIVE CAPACI 396 GALLON D Z of n 4 Anaerobic Media PP/ PE n� I/ I ® OUTLE PIPE 3� AEROBIC CONTACT FILTRATION CHAMBER EFFECTIVE CAPACI 181 GALLON Z n pr 4'-a A� • JA Board Type Aerobic Media PVC/ PP/ PE vulo a" 0 m I INLET PIP ( ) - N VU100 4" ® CLARIFICATION CHAMBER EFFECTIVE CAPACI 90 GALLON C o N Z W A v I 'W ( ) 04'aoo m ro ni W" ooA 6N A � A N �5 DISINFECTION CHAMBER EFFECTIVE CAPACI 6 GALLON Cn 0 rn NC w OD Aerobic Media PP/ PE _ o g A ® o v D o J� EFFECTIVE CAPACIT 1069 GALLON n� I TOTAL CAPACITY p D Blower 3.5cfm o ,;_ © m o o � 0 SPECIFICATION OF DEVICES n p 0 PROJECT '---EFFLUENT Tank FRP I� _____ _ --- _ rn^ EF LUEN AIR-LIFT PUMP ANAEROBIC MEDI POLYPROPYLENE OR POLYETHYLENE PACKING RATIO 46% LOCATION 1 INLET BAFFL � AIR LIFT PUMP piping PVC/ PP/ PE -.-a ° Cj, m i CONTACT MEDIA POLYVINYLE CLORIDERP OR PE PACKING RATIO 17% i o m o N DATE:NOV-2020 Access Covers Plastic/Cast Iron N N AEROBIC MEDIA PP OR PE PACKING RATIO 55% BLOWER a DRAWN BY:MIYA , Disinfectant (Optional) Chlorine Tablets INLET BAFFLE �_3/4"_____f_____ NORMAL OUTLET POWER OPERATION REQUIRED 1 400 1 1055 1 1055 1 400 1 2-1/2"VENTILATION PIP AIR INTAKE BLOWER OUTLET DIAMETER RATE MODE UNIT REVISIONS: (3'6") (3'6") (1'4") RECIRCULATION PIP CUM BAFFLE 3.5cTm (18mm 100L/MIN 13mm 1/2') 1.AM/daY CONTINUOUS 1 LOCATION M A P S LOW BAFFLE J 3/4"AIR INTAKE FLOW OPENING RECIRCULATION PIP (CLEANING OPENING) B TOP TANK MATERIAL FRP PIPING PVC,PP OR PE N.T.S. VIEW INTERNAL PLAN VIEW ACCESS COVER CAST IRON(H20) FLOW OPENING(TYP. PLAN VIEW DISINFECTANT(OPTIONAL) CHLORINETABLETS *1 TOP LOAD IS DESIGNED FOR H2O. PROJECT DATA *2 POWER PHASE 1zov. APPLICANT/OWNER NORTH FORK P*3 G.L.INN THE DRAWING ... PROJECT 2 E DRAWING INDICATES TOP(ACCESS COVER)LEVEL. (008.001 2340 *4 DISTANCE BETWEEN BLOWER AND TANK SHOULD BE 10m 33' OR LESS. NORTH FORK PROJECT 3 024.004 ISINFECTION 24"ACCESS COVER (78) ( ) ( ) CYLINDER(OPTIONAL) 2910 1170 1170 5 PLUMBING BEFORE INFLOW AND AFTER EFFLUENT ARE NOT INCLUDED. PO BOX 541 20"ACCESS COVER 20"ACCESS COVE 24"ACCESS COVE (3'10") (3'10") *6 PLUMBING FOR VENT IS NOT INCLUDED. NEW YORK, NY 10012 (TYP) (TYP) (TYP) (235) (230) (29O) (255) DISINFECTION CYLINDER *7 POWER POINT IN THE VICINITY OF BLOWER IS REQUIRED. 508—YORK, Y LOW OPENING *8 BEARING POWER OF SOIL SHOULD BE 60kN/m2(8.7PSI)OR MORE.LOW OPENING RECIRCULATIO PIPE (OPTIONAL) STRE GTHEN COLUMN *9 EXCAVATION AND RELATED JOB ARE NOT DESCRIBED. TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 INSTALLATION HEIGHT LOT P/O 008.001&024.004 c.� G.L. G.L. c.� ITEMS RISER HEIGH INFLOW INVERT EFFLUENT INVERT TOTAL HEIGHT a N MINIMUM SIZE H:150mm(6") G.L520mm(1'9") G.L-570mm(1'11') H:2380mm(6'10") SITE AREA................. 548,558.44(12.59 ACRES) 11 � �55AI1'_1'�'" OARD TYPE o � o 'o CONTACT MEDIA NNWnS o w MAXIMUM SIZE H:600mm(24") G.L-970mm(3'2") G.L-1020mm(3'4'1 H:283omm(8'4") �UR qw w ov o ' •.... CONTACT MEDIA *1 TANK HEIGHT HAS ALLOWANCE OF+10mm/-20mm(+0.4"/-0.8") Vo ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) o *2 INVERT HAS ALLOWANCE OF+10mm(+-0.4'). *3 THIS DRAWING REPRESENTS THE MAXIMUM DEPTH. USE........................... WINERY/FARMHOUSE N N INLET PIP ® OUTLET PI E •' W =N vulo0a" vuloo4" N"'N `✓ SITE CIVIL ENGINEER: wo vo O1 ( ) ( ) W aN) a3 AEROBIC MEDIA PVC PIPE DIMENSION 0-0— o in ® COMMON NAME OUTSIDE DIAMETERSIZE rn K3 INLET BAFFLE ECIRCULATION 0" � � �`' VP13 18 mm 1/2" OAIR LIFT PUMP o © © VP20 26 mm 3/4" � CONNECTTO VU65 76 mm 2-1/2" POWER POINT I N N 20 5 182 �5 VU100 114mm 4" ^ O� _ 250 O 7I _ 4 1 00 FLOW OPENING FLOW OPENING o RECIRCULATION AIR LIFT PUM O AERATION ll—Q�J JlI INFLUENTO o L. K MCLEA N ASSOCIATES, D.P.C. EROBIC MEDIA A-A SECTION VIEW B-B SECTION VIEW SEDIMENTATION CHAMBER A ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BRGGKHAVEN, NEW YGRK 11719 © m 1 D,1 ANAEROBIC FILTRATION CHAMBER -' 1/2"PVC N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE AERATION ASSEMBLY _ W DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY AEROBIC CONTACT FILTRATION CHAMBER S ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ Z ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO CLARIFICATION CHAMBER HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY CtFupClean USA v �AIR-LIFT PUMP M HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC `' ywaraclE�s,cti;,t,... SUGGESTED BLOWER FOUNDATIO DISINFECTION CHAMBER DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SECTION A-A VIEW -"" SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A SECTION B-B VIEW CEN-7 (ENLARGED) EFFLUENT RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. �I McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE Structural Drawing SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY SHEET 1 OF 2 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC DATE: 03/21/2021 SCALE 1/2"=V c L.K. MCLEAN ASSOCIATES, D.P.C. PROJECT: TOWN OF SOUTHOLD 2910 - - ___ GJS*** SUFFOLK COUNTY, NY (9'7") SPECIFICATIONS 00 2510 20 -' 8' (8'3") 8" CONCRETE STRENGTH:F'c=3100PSI,MIN. �/ �D 475 680 830 525 ��, STEEL WIRE:GRADE 60.(1 „) (2,3") (2'9") (79,) S OCT 'r REBAR AROUND ACCESS HOLE: CONCRETE COVER:2-1/2"(BASE SLAB),1-3/4"(TOP SLAB AND COLUM UC I O 20�� OLD SOUND VINEYARD ;OUfHOLD TOWN E.F. ANCHORAGE LENGTH:40d,MIN. � �. C _ A A FOUNDATION:4",MIN.#57 STONE. C— coPLANNING BOARD p A a SIDE — o -' (5)#4 E.F *1 G.L.IN THE DRAWING INDICATES TOP(ACCESS COVER)LEVEL. C7 Z r T 4od *2 TOP LOAD IS DESIGNED FOR H2O. M m �OS 9650 OLD SOUND AVENUE, A CENTER 10 Z* om MATTITUCK, NY 11952 5.4" O- rnD y my m A m #4@8"O.C.E.F. �—--q C N d:DIAMETER OF REBAR I I W o m Nc A W �o o�� ISSUES/REVISIONS U SIDE REBARAROUNDACCESS HOL 0? n� s Description No. Date o (5)#4 E.F DATE:NOV-2020 AS PER NOD FROM TOWN 1 10-28-24 SIDE AND CENTER REBARS ARE #4@4"O.C.E.F. / p1.6 ARRENGED INSIDE. DRAWN BY:MIYA SCDHS COMMENTS ANCHORAGE LENGTH 2 02-1 1-25 40 x DIAMETER OF REBAR=1'9"Z REVISIONS: REINFORCEMENT(TOP SLAB) G L AS PER COMMENTS FROM THE TOWN 3 10-03-25 2910 SIDE CENTER SIDE (8'5") (5)#4 E.F #4@8"O.C.E.F. (5)#4 E.F 00 2510 20 VERTICAL REBARS AR 4 0 2110 4 0 #4@4"O.C.E.F. i I ARRENGED OUTBID . (1 „) (6-11") (1 „) G.L. O.L. N O O ' STRENGTHEN COLUMN 10":DIA A N MAIN REBARS(4)#4 STRENGTHEN COLUMN:10"DIA. HOOP REBARS/SPIRAL REBARS#3@6"O.0 MAIN REBARS:(4)#4 HOOP REBARS/SPIRAL REBARS HOOP REBAR/ANCHORAGE LENGTH DETAIL N mN @6"O.C. W O.iz =O Oi C y 1, mp CO - - - O N 10" �5 �v �F N �p _ O = O Obo STRENGTHEN COLUMN '-' REBAR ANCHOR 4 4 :10"DIA. MAIN REBARS T HOOP REBARS/SPIRAL REBARS CROSS SECTIONAL VIEW TOP AND BOTTOM , 1 #3@6"O.C. TURN ONE AND A HALF. C BASE SLAB PLAN VIE W 38" C__ DRAWING TITLE: SANITARY DETAILS 2 °' M z #3@8"O.C.E.F. SEAL & SIGNATURE: Design By: MF ^ of Drawn By: M F A S�'y�� Approved By: RAS REFERENCE OF REBAR ARRENGEMENT(BASE) TOP AND BOTTOM m TURN ONE AND A HALF. 7 j FF Scale: AS NOTED REBAR ANCHOR DETAIL O l<^ * Date: OCTOBER 28, 2024 STRENGTHEN COLUMN SPIRAL REBAR SHEET i 2 OF 2 File No: 24082.000 I Sheet No. NOT FOR CONSTRUCP .O. N 97w SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' ss�oNP�' S 3 FULL SIZED PLOT SIZE: 22" x 34" -`-•-""" REVISIONS00 REV DESCRIPTION DATE APPROVED 11111111110-0.010900 FUJICLEAN CEN SERIES MODELS AS PREVIOUSLY APPROVED FOR USE BY SCDHS s0011aNe TM sou>,daye U lClean USA IAA O.W.T.S. NOTES: so„oa a ve d Ave Sound Ave i Toward Clean Water... ALL MATERIALS SCHEDULE 40 PVC (TYP) 1. O.W.T.S. SHALL BE INSTALLED AS PER ALL MANUFACTURER RECOMMENDATIONS. �+a 6"SCHEDULE 40 END CAP CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE 2. O.W.T.S. SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD Pi ADAPTER FROM ABOVE ADAPTER&PLUG(TYP). (TYP) APPROVED BY THE MANUFACTURE. MUST INSTALL CLEANOUT TO GRADE IN 4.87" 3. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP.ACCORDANCE WITHF THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE ANTICIPATED SCHEDULE AT LEAST 4.53" SCDHS STANDARDS(SEE 48-HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS U_ Zr F F j INSTALLATION GUIDANCE REQUIRED.ao a O0 NOTE 7). TOP VIEW WITH DIMENSIONS (TYP) 4. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE BOTTOM OF THE PROJECT LOCATION I-_ EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN J". THE CONTRACTOR SHALL PLACE THE I/A LU TOP VIEW(TYP) 06.24" O.W.T.S. ON THE PREPARED SAND BED (AND/OR CONCRETE SLAB WHERE NOTED) AND SHALL SET THE z TANK LEVEL TO WITHIN j INCH. 0 U OUTLET SOLVENT WELDED Ti� -7 Q011 6 5. ALL SANITARY PIPING, STRUCTURES AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN LOCATION M A P "SDR 35 PVC RISER G ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL 4"LONG STUB OF 4"SCHEDULES PIPING EXTENDED QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR N.T.S. UP TO GRADE OTHER THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21, 2020. CLEAN CEN UNIT(TYP) LENGTH VARIES(TYP) 6. THE ONSITE WASTEWATER TREATMENT SYSTEM (O.W.T.S.) INSTALLER SHALL HOLD APPROPRIATE W ENDORSEMENTS FROM SUFFOLK COUNTY DEPART OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED PROJECT DATA 90 DEGREE LATERA INLET VIEW(TYP) INSTALLER.3 INLET PORE APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001)ADAPTER ALW i 7. THE O.W.T.S. INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY NORTH FORK PROJECT 3 (024.004)PO BOX 541 PORTS ARID DEPARTMENT OF HEALTH. NEW YORK, NY 10012 (TYP) 7.03" 8. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND 508-636-7010 6.55" SIDE VIEW WITH PROPERTY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. TAX MAP NUMBER..,. DIST. 1000 SECT. 122.00 BLOCK02.00 9 F6.23" DIMENSIONS(TYP) LOT P/0 008.001&024.004 . I . A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. SITE AREA................. 548,558.44(12.59 ACRES) W 1.97" 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" UNLESS GREATER COVER IS ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) SIDE VIEW(TYP) REQUIRED BY MANUFACTURE. F- a.a7 USE........................... WINERY/FARMHOUSE W 734" 4.53" 11.ALL PENETRATIONS INTO THE I/A O.W.T.S. SHALL BE SEALED AND WATER TIGHT. CAPPED VIA 4"SCHEDULE 4 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter SITE CIVIL ENGINEER: ADAPTER&PLUG 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard OR CAP (TYP) schedule 40 fittings. 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. OUTLET SOLVENT WELDED TO 4" 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded IL I I it it LONG STUB OF 4"SCHEDULE 40 into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. PIPE CONNECTED TO FUJI 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of L. K. McL EAN ASSOCIATES, D.P.C. CLEAN CEN UNIT(TYP) the adapter and prevent any settling or strain on the adapter or FujiClean unit. ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK t t 719 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. 131, 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 8 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL 4» DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY 1.Square pipe ends,chamfer and remove all dirt. HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SECTION DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 2.Check dry fit of pipe and fitting.Pipe should easily go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. 3.Use a suitable applicator at least'/the size of the pipe diameter.For larger size pipe systems,use a natural SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A bristle brush or roller. RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) STAINLESS 3L„ McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE LATERAL 3 INLET PORT 5.Apply liberal coat of cement to STEEL BOLT /t3 pp y pipe to the depth of the socket;leave no uncoated surface. PLAN SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ADAPTER ALL PORTS 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. PLAN ANYONE WITHOUT WRITTEN AUTHORITY OF L.K MCLEAN ASSOCIATES,PC Puddlingcan cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. 1/8" THK. WASHER ARE 4"OPENING g is Ppy pp © L.K. MCLEAN ASSOCIATES, D.P.C. 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. (TYP) 8.Push pipe FULLY into fitting using a'/turning motion until pipe bottoms. 3/8" O-RING GASKET 9.Hold pipe and fitting together for 30 seconds to prevent pipe push-out-longer at low temperatures.Wipe off excess. PROJECT: 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degreesp Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees NOTES: MAX. Fahrenheit or with pipe above 3 inches. ev NOT TEST WITH AIR. TOWN O S O U T H O L D NOTE:The set u /cure time is dependent on several factors.The 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR p p pipe size,socket fit,ambient temperature, 35B SPECIFICATIONS FUJICLEAN CEN SERIES relative humidity,solvent cement used and the system operating pressure should all be considered when determining setup cure times. 2. LOAD RATING: H2O SUFFOLK COUNTY, N Y MODELS AS PREVIOUSLY SCDHS Approval For Use Page 1 of 1 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. I APPROVED FOR USE BY SCDHS SIZE DATE DRAWING TITLE REV 05.24.2023 FUJICLEAN INLET ADAPTER 9 3CALENone SHEET CRAM.1MD WATER TIGHT HEAVY DUTY LOCKING FRAME OCI 102025 OLD SOUND VINEYARD -_ -- - & COVER SU�Inui_U IOFJN N.T.S. PLANNING BOARD 6 5 4 3 2 1 9650 OLD SOUND AVENUE, Specificailcns MATTITUCK, NY 11952 Model MAC 60Ril MAC80RII MAC 100R1 ' CFM"me 2.8 ISSUES/REVISIONS 2. A Flow Vo' - - - - - - - - - - - 80 ;,0 Ps 2.2 2.6 Description Normal Pressure - - - - - - - - - - kPa 15 5 18No. Date D " O O R a t E d V o t t c o e V AC'1 20 I D AS PER NOD FROM TOWN 1 10-28-24 -`equerlcy I1/ 60 SCDHS COMMENTS Eowe� ConsumPt o� W37 5' ?4 2 02-11-25 ib5. APProx. " 1 ApProx. 11 APprox. II e 9 h t ro x. A P P r o x.5 A5 PER COMMENTS FROM THE TOWN 3 10-03-25 k 9 Ap p�o x .5 A,p p O..tleI I Pc Jleae'rer inch, 3/4" a; - v - °ovi0, Cord rStn nch) 6'2" a UL llte cumber E341420 count y f arl japan INDOORS I OUTDOORS ns.oll,,j on / CPerc -n & N;C n e Sr ,e LlTotes: C O - Walecnol? rcct airt 'al"er ors e -e e(1Jarr rvYs °rlcn InsP cl an x ELECTRICAL - Recommend c v PCI iaphragm / va.ve asscmbty replacement onceevery P O��/E p 2 m o,h YY R Nos: a torn dlaFnra9m vi , tr 9ge' tts F,urorls- ic !unctloo.) PANEL Pl,ecse make su,e Iel the ns-,,ju ior ma ca'.. �r PROPOSED 100 AMP I ELECTRIC SERVICE TO ELECTRIC PANEL > 20A I/A O.W.T.S. B % B I CONTROL PANEL TO ON-SITE I/A ONE 20A, 1 -POLE CIRCUIT I IN NEMA 4X o.wT.s. LO ENCLOSURE - c BREAKER Oa C #10 32 120 VOLT, 10 SERVICE TO I/A I DRAWING TITLE: , CONTROL PANEL I ALL WIRING SHALL BE co 2 #8, #12 GRD IN 1" PVC CONDUIT I INSTALLED INSIDE SCHEDULE 80 PVC CONDUIT & SIZED AS SANITARY DETAILS 3 ISSUE DATE REQUIRED. Au 12,2020 FINISHED GRADE A A SEAL & SIGNATURE: Design By: MF r -�,, MAC60RII/80RII/100RII ELECTRIC SERVICE SINGLE LINE DIAGRAM ��-®��k MF Drawn By:Approved By: MF A. l rGUV'. r� f"1C'JSUr�"llentS !" ".;;r �'��'Tlrrli TITLE APPROVALDATE 055-10-2017 N.T.S. � A. T > RAS FF ,'f' s1zE A3 SCALE 2:5 Scale: AS NOTED o lF, ,k `, Date: OCTOBER 28, 2024 F uj1MAC DWG T10009Z1-H4 File No: 24082.000 6 1 5 1 4 3 2 1 1 FKt-0084-1 1 C` Sheet NO. NOT FOR CONSTRUCTION y -9, ,�� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � ,. „1 `� " `/ S4 FULL SIZED PLOT SIZE: 22 x 34 GENERAL NOTES: BACK FLOW PREVENTER N❑TES, .• _ 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 y ~ CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR TO COMMENCEMENT OF UNIT AND SCDHS REQUIREMENTS. ,5 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. »� ,, • ' CLEARANCE HEATED HOT BOX ENCLOSURE P ' 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. HUBBEL MODEL HB2-DT OR HEN OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MOST WHEN OPEN APPROVED EQUAL 30 MIN. TESTCOCK 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 CLEARANCE (TYP.) OF 4 �a Ave y °2v AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY PRIOR TO STARTING WORK. TESTCOCK WHEN OPEN DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE (TYP.) OF 4 3 3' S dAit Sound Ave 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY REASON UNLESS ENGINEER IMMEDIATELY. SCWA IS NOTIFIED. 3.3' - - -- - - - - - - - 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 I 1 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 I APPROVED EQUAL � I 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 - PROPOSED WATER SERVICES. 2" RPZ DEVICE OR FEBCO MODEL LF825Y 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR FREEZING. APPROVED EQUAL 2' RPZ DEVICE OR TRENCH tI❑TESL 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. CLEARANCE). I APPROVED EQUAL 1 3"0 MIN. DRAIN PORT f 1, UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF 3 0� I 2 1' I T� WITH SCREEN f THE TRENCH PRI❑R TO EXCAVATION, 10. ALL CONNECTIONS, TEES, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED DOWNSTREAM 18"MIN. I 30" IN. I ( (TYP.EACH END) PROJECT i OF RPZ DEVICE. LOCATION �- 2. ALL TRENCHING REST❑RATI❑N WORK SHALL MATCH PROPOSED OR EXISTING SURFACE AND MEET 11. PROPER MAINTENANCE SHALL BE PERFORMED. I I 3, 3' I 8"MI f " EXISTI14G GRADES ON BOTH SIDES OF TRENCH. 3'0 MIN. DRAIN DIRECTION OF FLOWPORT 3, BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' LIFTS. 12• DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC FOUNDATION WITH SCREEN FOR CROSS CONNECTION CONTROL APPROVAL. - -- -- - 4, CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND REST❑RATI❑N WITH EACH UTILITY 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION OR ACCESS I (END)TYP EACH LOCATION M A P INSTALLATI❑N, TO RELIEF VALVE. GALV. ANCHOR BOLT AS HINGE SIDE OF ENCLOSURE PER MANUFACTURER'S a . 5. THE CUSTOMER'S D❑MESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE DOMESTIC WATER REQUIREMENTS •;'1'� '• • �• ?, y �� '" •� , N.T.S. FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY (ELECTRIC, GAS, TELEPHONE, ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. I` • • '• • �'. '.` 6„ GRADE NOTE: DIAPHRAGM ON FEBCO MODELS MUST 6" THINK REINFORCED CABLE AND SANITARY SEWER SERVICE) AND OIL STORAGE TANK, STORM DRAIN OR CATCH BE INSTALLED ON THE 30" CLEARANCE SIDE CONCRETE SLAB ON BASIN, DRIVEWAY CURB, LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE 15, EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND OF THE ENCLOSURE. COMPACTED SUBGRADE PROJECT DATA ❑BSTRUCTI❑NS, UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTI❑N DEVICE, PROPOSED PIPE STANCHIONS 6" THINK REINFORCED INSTALLATION OF SERVICES 16, THE INSTALLATI❑N SHALL BE PERFORMED BY A LICENSED PLUMBER. CONCRETE SLAB ON „ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) 1, INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO THE COMPACTED SUBGRADE 2 DOMESTIC RPZ PLAN VIEW NORTH FORK PROJECT 3 (024.004) PROPERTY LINE OR AS SHOWN ON THE PLANS, 17 IN INSTALLATION,EVICE MUST BE LEAD FREE, N❑ LEAD SOLDER SHALL BE USED FOR THE 2�� DOMESTIC RPZ ELEVATION VIEW N.T.S. PO BOX 541 2, LEAVE A 1' RISER ABOVE THE GRADE ELEVATION AT THE PINT WHERE THE PROPOSED NEW YORK, NY 10012 WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE. 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER METERS N.T.S. 508-636-7010 3, SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME ❑F AND BACK FLOW PREVENTI❑N DEVICES. TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 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 LOT P/0 008.001&024.004 TO THE END OF THE PIPE AT THE PROPERTY LINE. SERVICE LINE MEASUREMENT FORMS CERTIFIED TESTER. ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT, 20 SITE AREA................. 548,558.44(12.59 ACRES) 4, THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROM ANY . TEST REPORTS MUST BE SUBMITTED T❑ BOTH THE WATER DISTRICT AND THE ❑BS'TRUCTI❑N SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR DRIVEWAYS, APPROPRIATE COUNTY DEPARTMENT OF HEALTH. 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 ZONING.................•... R-40 (0.74 AC) / R-80 (11.85 AC) SERVICE, REGULATI❑NS, PLUMBING CODES, AND NEW YORK STATE HEALTH DEPARTMENT WATERLINE SPECIFICATI❑NS EGULATI❑NS, USE........................... WINERY/FARMHOUSE 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 FIELD CONDITI❑NS. ALL ADJUSTMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE SITE CIVIL ENGINEER: 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA STANDARDS WATER DISTRICT. 3, PLASTIC PIPE SPECIFICATI❑NSA 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 HB2-DT OR ]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, 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 FEBCO MODEL LF825Y - BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING PRESSURE) 2' RPZ DEVICE OR INSTRUCTI❑NS, AWWA MANUAL M23 AND THE REQUIREMENTS OF THE SUFF❑LK 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,) 3,4, FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE THE BUILDING 26, A C❑NTINUOUS AND UNIF❑RM BEDDING SHALL BE PR❑VIDED IN THE TRENCH FOR ALL TYPICAL S.C.W.A. WATER METER AND �-- - -- L. K. McLEAN ASSOCIATES, D.P.C. TO THE START OF THE PLASTIC PIPE. BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' LAYERS, STONES SHALL BE SMALL 36" METER VAULT. METER VAULT ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 11719 SERVICE LINE INSPECTION PROCEDURES REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6' BELOW THE BOTTOM OF z TO BE FURNISHED AND INSTALLED IN THE PIPE. ACCORDANCE TO SCWA STANDARDS. 1. CALL_ THE SCWA NEW SERVICE DEPARTMENT 18-1148) TO REQUEST AN INSPECTI❑N I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE WHEW YOUR WORK IS COMPLETED, (BEFORE 2:30PM PM FOR F❑LL❑WING DAY) 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. (10' MIN DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE DAY OF 28, ALL TEES, BENDS AND PLUGS SHALL BE PR❑VIDED WITH REACTION BLOCKING OR TIE Ld a 20' MAX I I ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ INSPECTION. RODS TO PREVENT MOVEMENT, 0 ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 3, IF REINSPECTI❑N IS NECESSARY, A $25,00 FEE MUST BE PAID PRIOR TO THE PROPOSED HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY 29, ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED VALVE BOX a EMERGENCY SHUT HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC REINSPECTI❑N, PROPOSED DRAIN HOLE IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600, OFF VALVE DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND �:•=:- ••:."..;�•.:•,•.� •r;•.. 4. LEAVE THE TRENCH OPEN. D❑ NOT BACKFILL THE TRENCH UNTIL SCWA INSPECT❑R HAS <i '.:•.: t`;'.:4• 'r?` SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A APPROVED THE SERVICE LINE. 30, WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. C-651-86 OR THE LATEST REVSSI❑N. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 5. IF THE SERVICE LINE INSPECTION PASSES, THE END OF THE PIPE BY THE CURB WILL BE REUSED BY SLAB REVISED OR RE BE PROPOSED CONCRETE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT US PAINTED BLUE, IF SERVICE INSPECTION FAILS, THE END OF THE SERVICE WILL BE 31. BACTERIOL❑GICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTI❑N ARE I ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES, US PC PAINTED RED AND A REINSPECTI❑N FEE OF $25,00 WILL BE BILLED, REQUIRED AT L❑CATIONS 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 INSPECTION FAILS, SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF WATER MAIN ❑R P❑RTION THEREOF. NOTE: ALL VALVES, BENDS 7, NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE TV, ETC,) SHALL BE BURIED IN THE WATERAND FITTINGS VALVES, PER PROJECT:SERVICE TRENCH, 32. AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. EXISTING METER SEA THE OWNED SCWA STANDARDS. 54" MIN.THE LATEST AWWA AND 33. ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED RESILIENT WATER MAIN AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DEPARTMENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. TOWN O F S 0 U T H 0 L D TO HAVE THE METER SET. CONTINUE 2" PLASTIC WATER HEATED EIVCL❑SURE NOTES, LINE TODISTRIBUTION.INTERNAL BUILDING S U F FO L K COUNTY, NY 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 O L D SOUND VINEYARD MANUFACTURER RECOMMENDATIONS. 14 � `-, P . __ I hDIRECTION OF FLOW b s --� 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND MAXIMUM OF 20' FROM THE PROPERTY LINE. END TYPE "K"2" 90' ELBOW (TYP.) 2" 90' ELBOW (TYP.) CONTINUE SITE WATER PIPPING WITH 4. THE RPZ DEVICE SHALL MAINTAIN AN B" MINIMUM SETBACK FROM THE INTERIOR OF THE C900-CLASS 150 PLASTIC PIPE - TONE 9650 OLD SOUND AVENUE, HEATED ENCLOSURE WALLS, NTH TEST COCKS ON THE EXTERIOR SIDE. TEST COCKS ARE TO WIRE AND WARNING TAPE SHALL BE HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION WHEN THE HEATED ENCLOSURE CONTINUOUS ALONG ENTIRE LENGTH OF MATTITUCK, NY 11952 OR IIS OPEN. TEST COCKS MUST BE POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE MAIN TESTING. WATER TAP BY S.C.W.A. 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER FOR THE ALL FEES TO BE PAID BY ISSUES/REVISIONS � REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. CONTRACTOR Description No. Date AS PER NOD FROM TOWN 1 10-28-24 � 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). THE SCWA SHALL BE OWNER INSTALLED AND OCT •�O 2�25 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, SOUTHOLD TOWN WATER METER, ASSOCIATED PIPING 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB (TO PREVENT AND CONNECTION TO OWNER PLANNING BOARD LATERAL MOVEMENT).E SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT THE INSTALLED PIPE DOMESTIC WATER SERVICE W/ RPZ DEVICE N FUNCTION OF THE RELIEF VALVE. � 9. ENCLOSURE MUST BE N.Y. DESIGNATION. IN HEATED ENCLOSURE ELEVATION Ln 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. N.T.S. (T O L U O L c: O u MATERIALS & JOINTS EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR UTILITY TO BACKFILLING -f WATER MAIN OR u WATER SERVICE 18"MIN. 0 0 DRAWING TITLE: (z RPZ DETAILS N o UTILITY o cn _ WATER/UTILITY CROSSING DETAIL SEAL & S , RE: Design By: MF 0 N.T.S. ,`�Q NQI� , Drawn By: MF N C) O Approved By: RAS CN o � a� STF�r`�'f Scale: AS NOTED Date: OCTOBER 28, 2024 0 C) L- rr File No: 24082.000 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �- Sheet NO. 0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSLAJ AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS ki' UNDER THE DIRECTION OF A LICENSED PROFESSIONAL O N OT FOR CONSTRUCTION ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE 397 / PROFESSESCRIBE IONAL ENGINEER MUST SIGN, SEAL. DATE AND h c1 ` ` / DRAWING AND/HE ORLL M EXTENT E S F THE SPECIFICATION OD. L THE l• �' _S J IQ-�v V\V/ FULL SIZED PLOT SIZE: 22' x 34' SECTION 7209-2).