Loading...
HomeMy WebLinkAboutSite Plans Rec'd 10.28.25 PROJECT LOCATION 0 D S -N D V JN YA -R D OCT 2 8 2025 SOUTHOLD TONN PLANNING BOARD 9650 OLD SOUND AVENUE , MATTITUCK , NY 11952 OCTOBER 2025 0 LOCATION MAP 1 , = 1000' PROJECT DATA APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) APPLICANT INFORMATION : �, �� NORTH FORK PROJECT 3 (024.004) . , .,mow t i _ e e i sTable PO BOX 541 COTTAGE WAY ��� 0012 NEW YORK, NY 1 a •a R SHEET 508 s3s 7010 x t SHEET TITLE TAX MAP NUMBER.,.. DIST. 1000 SECT. 122.00 BLOCK02.00 APPLICANT NAME:......FINNEGAN LAW, P.C. - MARTIN D. FINNEGAN, � � ' '' �,. NUMBER LOT P/O 008.001&024.004 .� �' .�� �;, . �. � � `"yam � �`' SITE TITLE PAGE AREA................. 4(1 .59 ACRES) ESQ BOX 452 54 58 4 2 T 1 T 8s w ADDRESS:.................. 13250 MAIN ROAD � ' :_, -'� % :; C 1 EROSION CONTROL PLAN ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) ° � << - �. . USE........................... WINERY/FARMHOUSE ................. MATTITUCK C2 OVERALL SITE PLAN CITY.. C3 ENLARGED SITE PLAN SITE CIVIL EN� GINEER: STATE......................... NEW YORK C4 GRADING 8c DRAINAGE PLAN ZIP CODE:................... 11952 J v '} C5 FIRE APPARATUS PLAN R C 6 SITE DETAILS ` � � ��� � L. K. McLEAN ASSOCIATES, D.P.C. . �� -. ,�, , '��� S 1 PROPOSED SANITARY PLAN ENGINEERING AND SURVEYING 43� so�rH �o����T�� RD., aR���Kf���EN. SITE INFORMATION : NEW YORK ,,;,g -s .rwnpwr. « •s !:- r" �� *' S L SANITARY DETAILS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE T DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY TOWNSHIP........... SOUTHOLD x S 3 SANITARY DETAILS 2 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 HAMLET................ MATTITUCK S4 SANITARY DETAILS 3 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 FIREDISTRICT..... SOUTHOLD FD W2 RPZ DETAILS RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. 4 McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE ' � �m • I.w�M IY wY YIMIIfYN�IM M. Y. MYM"Y.B.I�r, M W ,1�llM.Ykh M1 f' Iti101"MMI.�}M lMMY.IRIS� SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY S.C.T.M. NO........... DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/ 008.001 &024.004 "` " '" '"' " '" '�"�"�""'� .. r """" ~ * ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC k Y w,,;. © L.K. McLEAN ASSOCIATES, D.P.C. '` , fh AREA OF SITE...... 232,175 S.F. (5.33 AC) PROJECT. CURRENT USE..... WINERY ., �`�. �� � PROJECTkill LOCATION TOWN OF SOUTHOLD SUFIFOLK COUNTY, NY -Ill Al 1� M u O L D SOUND VINEYARD 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 ISSUES/REVISIONS Description No. Date AS PER NOD FROM TOWN 1 10-28-24 AS PER COMMENTS FROM TOWN 2 10-3-25 AERIAL MAP AS PER COMMENTS FROM TOWN 3 10-17-25 SCALE: 1 " = 150' NEARMAP HIGH RESOLUTION AERIAL IMAGERY MARCH 2O24 v a� i= En rn c_ 3 v 41 41 v 41 c O U rn 3 v CU DRAWING TITLE: v v TITLE PAGE T N C E 0 -0 DO SEAL SIGNATURE: Design By: MF `2 Drawn By: MF v �fjf N {�y Approved By: RAS A. T of� Scale: AS NOTED N o <`�� Date: OCTOBER 28, 2024 0 0 File No: 24082.000 N cli W Sheet No. NOT FOR CONSTRUCTION 0 7397 �� T 1 o � FULL SIZED PLOT SIZE: 22" x 34" �FESStO'�P - ____ / \ \\\ / \ \ \ � / \ -� \ - \ � _- � \ \ \ \ \ \ \ \ \\ �- I- '� I ) I / / �N\\\\\� \\\\\\\\\� ` 1p�/ / / /� � PROJECT _ - i t \ \ � \ \ `_ ,/ \ //// / ._ c= D LOCATION �'B�T - - Y ) " 1 / ,�0+� bw / - - 33/ L b � \ \ \ �\ \ I / //// \\\\\\\\\ A�\\\\\\� ////\ ,-- .L IJ v\ �'� \ I / q�q`vaW / O° y N/F CANDICE ROERT ROT I 1 �9 O a a •x a 1 a I // \\ \ / a(1 w" s J i0f20 OLD SOUND AYENU �2 I y tu a / /�� / \\\ \\\\\ \ \�\\\\\ // //� C�2 8 L�25 \ $ ( l S20°07 40"E l(ATTITUC$ NY 11952 (o N a�, �v y � � � N 1 / so ��ovdN \f AAA ..... 350.00 a a M� ti /-�v4p�'/ I f¢s ba TAX LD 9 j Uj \ \ "� I � O / \ / / 6Atd lIiIG BOA �� �� �r r a _� �_� ,� 1 5.70' z o CZACE hrAY N BOZENA & A/ CIE 91"o o o y h S?e a,e� A�l aW\\\\\\ p \ 1 �h efATTITLFO$NY 1952 N/F CRYL BO ING N/F JTJANITA erCKINNEY 480 COTTAGE IrA y N x y 1R a a w ~c N 9 GOTTA E /A -� \ sI / � _ \ GIERASIMIUK S4'C w y / ��- z - N F HOLLY�CH�(IDT / / / X\\\\\\ \ \\ / /L Z \/ ^� TAX LOT 23. 3�COCTTAGE 1rAY 0-G9TTAGi1`AY 2� N w n Z `S J 05 Illrrr 17l - -� �2 erATT NY 1f952 w �i a z\, tz °'�: / dl TTITUC$ !932/l / / /� \\ \ / // \ \ \ \ / I _ �� PjO EXISTdNG TAX LO ' 8.l o erarvl�>NY 119 v[ATTrrUCI� NY 11952 r �, � a �" a f �ttic� ! " PROPOSE TAX LOT 8. ° --TLOT23.2E TAX LOT 23.20 ��,� �� y goat aI-N TAX LOT 3.! // \1 / \ \/ I 520 �D"E X LOT 3. o , ,r tc a ti a <6i �T v o, itnq t� / / `1 ( \ \ /°� �h w \ h T 3 30.81` I , S20 2 E a-e �- zu �, R,.,c �s ; // / / / \ 1 1\1\\\\\ ` \\ / � \ � � > , N o ,, a �i / ni -� 0 ,4ay�� / PAR EL ^ �, iO 2 Rao S °0 0 �:� 0. 1.Q2. --_ �, S> 04'40 251.14' ` S20°1�' 0„E, 1�6 51' I l/� 111 \ / �°*�q� s _8 P--0 ' -� � .- -- - -------, .�.., , :, // / II111 111111 \ // \ \ �S"� CO• D x_�) ( \ M �� }az �+ ZliNE I2-.8U 1 1 �I ' \__, ! N// I \ \�t ���° / '�/ _ °2 - \ � -': :-- _ - - �x _ � I I I III II I \ ., °,, / G N31 - / �.'..'. . .. .' '.'. _ .. ..- \ . / �-1 . . .\ \. \. �I 111 I I \ , \x sro r ,�. FGn ..c:. 1•... ,.., .\. - _ _ _ T- - _'. _T' T'. T. I \ / °� / / n _ DIF o 1 \I . : :... :: . : f : : : : : : : : : : : I \III II II II I11 0 \, ,r" , M �3 i !'. • '. �. . . . , . .�. ! I 1 I III ` ( \ \k 'p\ : :�. : ' : ':f: . . :'. ..: ... .:':'::' �' . .. . .. . .. . .... .... .... .... ..'. . ., . .. . .. . .. . .. . . .. . .. . I I / °sway �.P; \ s� / L . . I. J' . . `\ III 1 \ ,a \ ..'. ._ .\_ . . . ., . ., . C : \: .. - �. . . . , . P!I II I I I III \ LOCATION MAP } ff -. / . . . I I III I I IIIIIII I \ ��a �� \ \ .. .\ �' .,'. ., ..'.. I I I I \ , , > l i- \_ : •: •, '.'• '.'• .'• 1 I /F OWN OF SOUTHOLD I I I �- 1 = 1000 4 4 �' I \.'' '.''.\ / COTTAGE WAY I I \ 25'--- l ! y �� 3 1 ! vg / ,' \ a Q '.A`Xd,ST G TEA , L /. . K ,' i . I I TTITUcr� NY 11ssz + I I I I I I \ S / ,�� �n�, f / �' \ 0 SRO S D T X..d.0•T 2', /. . . f �l 1 O ti wer`,nn-1 !as• I I w ,7 I_ \ \ \' '. �. /.'.'. ,'. T. LOT 23.25 I I I I / I I \ __ / /I , " ,o--- ;., \J x' \ i. ' , ' '. .'. . . ._..•( .._•. ._• ,�,'.'•. •.,'. .,'. ..'. ..,'.��.. .. -.'..�.�....•._.'....,. .,' __.•..... ... . ... . .. . .�. -._..',.� . '�. I I I � �' I I \ / 11Y f63.93 rzj<;-az• x ",�«. �� MATERIAL STOCKPILE AREAS . . .. f.. / / III I r' \\ \ \ APPLICANT OWNER... NORTH FORK PROJECT 2 008.001 / /// I \ ) �Y s . ..'. '.'� '.'. .. . '. . s \ - F / NO RTH FORK P / o" O - / \ ' ':'' :'' '.'' '. ' '.'' '.'' ' '' '-'\ . '.'' '.'' '-'' } \ . . :. . \•. . / 01 / / \ 0 PROJECT 3 (024.004) N/F CAND7CE & ROBERT ROT - (O l" \''' ,' �.' / \. -.'.',.'.' ' //// / ! \\ PO BOX 541 / X �F \ ( J I - �i/ 1 9900 OLD SOUND AYENUE r„�,� �] ? \ \ \ \ \ \ \ \ I I \ \ NEW YORK, NY 10012 �,` / erATTITUC$ NY 11952 D� . I \. . I \ /� /////// \ \ I 'Y TAX LOT s.z a\t� L • .. �'.' . \�'' \- \� L ".' . .'. . \. \.'. / / )��\\ \ 508-636-7010 ( ` ,/ lS / / a "T. / b \ \ ... ..': : .•' .. .... '. \. \ \. . '.�1. - f �/ / \ sax•sy ss ���� ., \ / TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 . / W ;: a �' 4 a / tw ',' ) - A\ LOT P 0 008.001&024.004 /. - e \ aw 20 32 40 W °� / . (P . PO '••' `L SITE AREA................. 548,558.44 12.59 ACRES -85.77_ - r /a I _ 9 -.'�o. .."! . .Vo N . c, f \ , \ . .�..Y.�.:/. J I 1 / 1 �: -�,q, + 3�LJ ) / p / /// / / \ ZONING..................... R-40 (0.74 AC) / R-80 (1 1.85 AC) // ( {� / / \ r N F DANIELLA KOREN R '� a�' 1 1 J/ 3 �� 31 O iI '. '_'.''! . '. '• :' .' .'.'' -.'':'-. '.' '.'.', ,'.' ', .'.', .' '.'.' :'.: / /�4 / / \` % / ''' �����' l� Gj° 40 9780 OLD SOUND AVENUE " `, '".� / / - / -_ � / / / //// /// / \ USE........................... WINERY FARMHOUSE .. ` // erATTITUC NY 11952 S / / / l / l l/ /�t�,S �`� TAX LOT 24.5 C 1 �d' C'.'..'.' D .':,1, .' ,� ( / // / / / / \ \\ \\ A�q11 Q / / ' 1. p p .. J . -. - ..'- ... l '.. . '. . -. •---. 1- .�- L �I I ' l l I l l ' 4 / /////`�\ l l \ SITE CIVIL ENGINEER: AC,4r / " S19 E (ACT UAL) , 771 _ .- '' .I. ! . / \A� / ,� sara fa-a lnasnl 229.32 O. '' :- / /, / �. 1'. / / / // /// / \ PROPOSED CONSTRUCTION �,'.-- : . L .,'•. . J . . /. . . / / \ / \ I ::I: I . . • . . . . \/ / TRANCE W GATE 1 . / \ / / \ . ' . . H I . . .I . . . . . . / // a \ \ :\ /. . . / \ A �. . . . / , 0 /' I efA .02 CA99L.StFIaLIGA;;.' .'• '.' I. / / / / `� G . ..'.'. .'.', .'.'. . .', . .. . . /I .�. \/ // / \ \ L. K. McLEAN ASSOCIATES, D.P.C. I. .... ... ..� l '/ 0 // / G " q 0 i APPROXIMATE LOCATION OF 1 I'. :':':'.: :� ':.: ' '. I '. . • l. . '. . '. . :1. .. . .. . . /. . ..'. .. .'..'� / \ \ \ \ , W / / !'. -'. �. pM. .y_ / \ \ ENGINEERING AND SURVEYING a37 SOUTH c,OudiRv RD., BRGOKHAVEN, NEW YORK i i 71 W 0 T w CONCRETE ASH U a;., :, ,':; X'. -��.�. . .. . .. . .. . . '. . '. . '. . '. . '. . '. . '. . '. /// / •� x o So, . . . . 1 ���F��'d1d •TA., . • f . . r. . . . . . .. .. . .. . . _._. .�.'.. _.. . . . .....1 C .. , .. _ .. ._.. ..._ .. I.. ..J.f,/... ... ,..-�. ... � / /j/�� \ / � \ �\� \,\ x N (CONTRACTOR TO RELOCATE AS P.. O,.PRO ED. TAB. T. 24.4 .I . / .l � /. . / � �T` \ '. '. ' - I .'. / \ �' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE NECESSARY DURING -, -. - ('. I,'. - •, ��� DIRECTION OF A LICENSED ARCHITECT ENGINEER TO ALTER IN ANY .' / .'/ /// WAY ANY CONSTRUCTION OPERATIONS . /. .1'. / / ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ e �A ) . . L.'1 . . / ./ . . 1. . f ' .. / / �-`. J ENGINEER IS ALTERED, THE ALTERING ARCHITEC ENGINEER SHALL.'.''�.'.''�.'.' �.'.''.'.''�.'.''. I �� .I - �'/'� '.' / ll LL AFFIX TO "'�- .� � � J� � � � � � � 1 � - � � � � � / / HIS HER ITEM THEIR SEAL AND THE- ! _ _ _ _ / _ _ - - - './, // / / E NOTATION "ALTERED BY" FOLLOWED BY , r . '.' '.'��'�.': �'J -.' '.' l l l \ ��j � SPECIFIC N20 09 55 W ACTUAL 994.57 /)'.'. FI �. .'.'•.'. •:'�. I / .'./.. I . I. . I. .� . .. . ' / \y '*r ���� ( Ab /. I ! �. �, .l.' .' I , ` DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AND .\.'... NY2Srwr DEED l l / '» \l 3 71. / SP ECIFICATIONS HEREIN ARE INTENDE D FOR THE SUBJECT PR'.'' ' '.' '.' '.{ /.' / PROJECT ONLY A A Qj/ f- �q / /c` l.' .' .• .• �) \-'� 1/ l l l I / \ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. N/F 23 ELT0NAIL LLC v/ I - �/ -� \ / .' . _ .'._ .. ,'.:.'.. .'.. .'�.. .' . I . �_ \ \\ ` McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE / 9520 OLD,' AYENUE g136 .. �' I / /// I I \ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY MATTITUC14 NY H952 \ v I � . . ..'. '.'. '.'. l \ T LOT 24.3 �.q6 C / 4 4 .' �_ \ . I l I / / / / / / I " ' I > \ ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC \ \ , a� CO I _ - / / ( I ( � / // / / // �� / \ \ \ \ © L.K. McLEAN ASSOCIATES, D.P.C. \ �� gry�� > \ \ J / ���� l \`� \ \ \ 1 �+ - _ --- .� .. _ -_. _._. -. -_... .. _. __- ,- --. __ -_- - -- - -" --- -- _-._. ._... ---a...a - .._�.... +_-..�..... �.�. LO(0 / �_ 7.�y -..\a,� .,a,..,�s. .,.�.,. J ._ �.,. -�..ru.�.r , -,r..--_. -`-=.�wr..+�' .�''� _ _�o �� ` j _.. .. /„ �i � I� I cP , N20°O1'35"W \ \\\' PROJECT: �____ -5� N20° s'35"W `L - N/F COUNTYTF� FFOLK N N `V� cn P crt rn N T N w rn N \30 \3 / ? go - � ,� q `b �^� `Y `L �p () z, rn `V � 1,258.22 7 LOT 5.1 -3a� ACTUAL / �34 / �31 ��o� l ( / / / / / 1 % I I I l I 1 I I I 1 1 \ \ l \ (ACTUAL) \ \ \ TOWN O F S 0 U T H 0 L D / / I N2P81 I•(DEED) \ \ \ \ / / / °.�� /IVY.2',28 '(� '�� / '/ , / I \ \ � \ \ ___t 81. 5' SUFFOLK COUNTY, NY L I--- �� \ / / ) / / / \ I ( ( I ( I I I I I ! I I I I ( I 1 \ y� �-- \ NIP SUF LK COUNTY �\ \\ / ( \ l \ l l � / / / �-�' 1rATER AUTl{ORITY ( \ I � ____� j ) 1 C / / / X) \ � \ I 1 1 1 I / / / / 1 I f I , � X I�' \ \ \ � � \ \ TAX LOT 25 � \1 / � , '\- � � � \ \ \ OLD SOUND VINEYARD / / _ ) l ) ) � \ I ) � / I I ( / I / / ) � I 1 1 I I 1 / / 1 I I I I I y� \ \ \ \ \ \ � � / �"\ \ \\\\ \ / �� 9650 OLD SOUND AVENUE, / �� MATTITUCK, NY 11952 NOTES: `��` ISSUES/REVISIONS 1. THE OLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SITE PLAN SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS Description NO. Date OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY LEGEND: „ FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. AS PER NOD FROM TOWN 1 10-28-24 SCALE: 1 =60 IMPACT ON NOISE ODOR & LIGHT: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL AS PER COMMENTS FROM TOWN 2 10-3-25 PROPOSED BUILDING 0 60 120 COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR 1. Prior to start of any construction activity, notify Feet DURING THE COURSE OF THE CONSTRUCTION. 0) IAS PER COMMENTS FROM TOWN 3 10-17-25 3 the Town of Southold Planning & Engineering PLANTING AREAS Departments a minimum of 2 business days in 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO o advance; An inspection is required of the installed DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR LL --- PROPERTY LINE turtle barrier fencing (Oka erosion control SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS 0 prevention/silt fencing) by Town Engineer's office DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFF-SITE -o- PROPOSED SILT FENCE and Planning staff prior t0 clearing. LOCATION AS DIRECTED BY THE ENGINEER. ° EXISTING DEER FENCE 3. Construction activities shall Only occur from 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES () 7:00a.m. to 6:00p.m. on weekdays and Saturdays; 50' MIN, DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. o (j PLANTED CAB/FRANC 4. No construction activities are permitted on FLOW � �' 18-V MAX.c.toc. BUT�R�iTONSITE 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES V) © 20' WIDE GRAVEL ACCESS ROAD Sundays, year-round, or the following holidays: �^ ��� 9 KAAY; Ra/OR INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE ° New Years Da / ^ ��� GRADE :. m AN ONTO ADJACENT PROPERTIES OR ROADWAYS; � © GRAVEL PARKING AREA FOR 36 PARKING STALLS Y �_ � _ LL W - / QD PLANTED APPLES Memorial Day �j1 ^ {' F 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING Cl) I --� 1 _ * _ w ..` TRACKED ONTO CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY QE PEDESTRIAN SIDEWALK Independence Day (July4th) '`r� f �'� ^I 'r =LL _�r 4 '" """��: Fes, d`�t G �y L•9.t,y,aJ '.a:; �.: STABILIZED' :(' Y' 'MIN. ;..�h';a ,e;.4.�T•'r may,•:,;,A... �....r'?'>``' .r. Labor DO SLOPE Y -T `rj,-": • �1. i - >. 4" VERTICAL �F a.... •'�.�'+R.:S••` ... ter.. �. :}F+:%i ?s •s•a 3 QF PROPOSED 30'x70' STORAGE/OFFICE BLDG. Y 'f o X �'%iN=+=: Y - .~�x�: , � 'a 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING FACE O •s rr,; -n� m s: J r r,_. r ,c;,x; z >'4a t a t' sr v, F ¢ ti z' ONTO PUBLIC ROADWAYS. © PLANTED CA. FRANK/MERLOT Thanksgiving I I �O ,N Z I ,.yam}}s1-���rtir e� 'r?.. ;�� y I ' ='io�a-'srY`� q 'v+. ti' r:s`r?Szr�r: C'' 8 PLANTED MERLOT Christmas Da V a..•.,-,"• r � •'`•• 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME H BEDDING DETAIL PERSPECTIVE VIEW y,��` ' '� `•-���=" � �. . ..:�- �,. h;.:y��tir'�K�*; cn: ^ j,;. �; AREAS ARE EXPOSED; 0 QI PLANTED GAMAY/PIWI '�''H , : f' Jr? :^ ,�:>;�4�s r`5. I.r`�..zi�,r'�,;. ; L - ° . 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY +' K PLANTED ALBARINO ANGLE FIRST STAKE TOWARD G is SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; C f 36' MINIMUM 2 x 2 U © PLANTED FRUITS & VEGETABLES 1 Q' PREVIOUSLY LAID BALE. ^�l�L'��� ^L FENCE POST s/asra ear. uai A�crraD �cA J ^ r� FLL Trne'(rn.)ABD�E)WW0 GRADE FOR Aae 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; / Q 20' BUFFER TO REMAIN NATURAL P FLOW L% G �-L 0) c _1-1 WOVEN WIRE FENCE O � O � `f �/� �I 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS � QN EXISTING GREENHOUSE TO REMAIN �^ G��� ^L �-^ (6 x 6 - 10/10 WWF) . ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS Qp EXISTING HISTORIC & FENOVATED SMALL BARN & ^G L: rG% FILTER CLOTH 2 PLAN VIEW NECESSARY TO REMOVE ANY SILT AND DEBRIS; POTTING SHED TO REMAIN _ , �^ " 12- TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE DRAWING TITLE: U �'� G 1^4 L' SLOPE EMPLOYED. / © EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN SAND BAG �- �L' - EROSION CONTROL PLAN TO BE CONVERTED TO TASTING ROOM & MANUFACTURING i_ �^lL' BOUND HAY BALES Rq 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES i EMBED FILTER CLOTH OF >N Q 1 HANDICAP PARKING STALLS ON CONCRETE PAD IMPERMEABLE ��n PLACED ON CONTOUR MIN. 6" INTO GROUND R 0 A D N O � SHEETING '�� ' Z 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF C � 0 �1^ 4"I - �+o+TM�-��TM OF�A� EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR. R OUTDOOR SEATING AREA A A 3/{e STONE MEND OR N.Y.STATE D.O.T.MPROYm MQ& 2 RE-BARS: STEEL PICKETS OR io MAY BAR.Aw/ae ;�! QS PROPOSED 20'X24.2' ADDITION FOR CONVERTED TASTING 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: �T FENcz«G FEa TOO*(N„•)ADOW COSING GRADE MR DRAINAGE 0 _0 ROOM 1:1 OR FLATTER DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO Design B MF DO IZ SECTION SIDE SLOPE HAY BALES. 1/2 ACRE / 100 LINEAR FEET CROSS SECTION ALLOW THE CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. SEAL SIGNATURE: Drawn By: GF (n �=A/V ANCHORING DETAIL 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL \\, y' SECTION DETAIL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. � F N W) \11, Approved By: RAS 6 0 " 0 STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE fit, A. T ©� `` Scale: AS NOTED PLAN SILT FENCE DETAILS SCALE:NTS AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. FF! Date: OCTOBER 28, 2024 Ln SCALE'.NTS o o SCALE:NTs SPILL PROTOCOLS SHALL BE ENACTED. '�` File No: 24082.000 NN CONCRETE WASHOUT DETAIL Sheet No. LO - 00 NN N.T.S. NOT FOR CONSTRUCTION- 397 \ A C 1 0 InnFEssR(a FULL SIZED PLOT SIZE: 22" x 34" ---- � EX. HYDRANT NOT FOR CONSTRUCTION �k PROJECT COTTAGE WAY LOCATION qw w�A ° N/F CANDICE & ROBERT ROTH W k l � y,y q,.�'/ pp --�- f0120 OLD SOUND AVENUE ° �or� �nr rn � ace y '� aa� uU���Vl� D ti g' S20°07'40"Li MATTITUCX, NY 11952 350.00' CO scn� y"3�\•] yy� y�o '�O� E D 'tsl V/ hQ TAX LOT 9 FRAW (1) y y o N by a a s _k a r o"S 14'_, � 3: s�'} sro a'"' p C O r' ,Iy g C,yyo n _1 O '� R• .�/ _,%� sn � ny�, OCT 2 8 2025 \ ----- .� - - - - �. . : " , X/F JASON HAAS >c•�n sn y n yPe S y , / '� +`'" 125.70 I 290 COTTAGE WAY N/F BOZENA & AfACIE o y o o es� a a E� a a \ Q + GIERASI3fIUX S y x n Ai �' y n h �x , N/F HOLLY SCHMIDT / AlATTITUCI,NY 11952 N/F CRYSTAL BOLLING NIP JUANITA MC%INNEY y' a e5C `e r t� 480 COTTAGE WAY �� tv t� y a s CO S y � h ,b 900 COTTAGE WAY S0UTH0LD TOvdN \ TAX LOT 23.23 360 COTTAGE WAY 420 COTTAGE WAY MATTITUCI� NY if952 Ki �, n� �..i1� `•'� MATT7TUCI{ NY 1f952 PLANNING BOARD TAX LOT 23.20 �ti ��a omi N n-1 2 TAX LOT 23.13 _ P O EXISTING TAX LOT 8.1 O -- v a cn a s MATTITUCl4 NY 11952 MATTITUCl4 NY 1l952 r S20 07'40"E TAX LOT 23.22 TAX T 23.21 I .. I'D, 14.I� n � _0 � j h N - II S20°21 00 E �14 ro a �'�I '� •1e N o� �' / - PROPOSED TAX LOT 8.1 ° 19°08'00"E' 195.00' 9°I 91.02'.,. S1 °04'40'E ��N 251.14' S20°19' 0"E N ' w.. PARCEL 1__ O _4D _ o � *� �, 30.81 S._ __. - -o �p$qQ4 Q C a n.4 ypNE R , I e _. .;i , Y g0 q l� R' } s },,i �%, ,� °' � yONfi � 1�__ ___'-"._'-_-,.-'....,.. .,.. .,.. .,..-.,....,....,....,.....,.....-.... . • ,:». .,.�..w' tY 9O �;-` 17 nrrwe,at v.w�,,` py ca 6,' �`�` : U . �'' "^�'• � . � _ x-- _x x ,.=iaJ SIQ�A E�C= x x as1 x x }a,' x x- '� ,�c, M ll� 4�,�,�/ .. . . \ o�� ' N U N3 -TEST HOLE LOCATION.' . . •' .*.'•' •'•. .. n .' _77, -� 7. o �► l \\ , I.�. I 1 4S C' ' :' ':' h 6 0 'S sronr - O @I E D . 4. 0 CAT C� N MAP b � w / `' tn' > �a o } S D OW OF OUTHOL N F TOWN�" 1 1 a q z r Q 1 �•-•.'•�• E WAY &�,i; b _ q99 0 TUCIClE •.T•8:.•• ''0 x T T�! L 1�. .-0 Is'XI5i sz d • K ITUC NY 1 9 0 MATTti �. a••�' ,., IY}�' .p'�'.P�OP!f3SED T X-'.LO-T-•-24 '-<'•.-•-,'-.i / ,� } s- f� 30.0' 7-58:5• �' 56. zaj� TAX LOT 23.25 \ ,* / S -� PROJE CT DATA O 3// O d T \ o , Q' O � N1 h 6 5 2 4 D x� 4 . TW . i 3 9 X BIIOiM Gv APPLICANT OWN E R... NORTH FORK PROJECT WI. 2 008.001 / x F NORTH FO Rcl) K RK PROJECT 3 0 4 1 Q J 2 .004 0 ° 1 3 O o ( y .� PO BOX 541 //p I DICE ROBERT BOTH C� J N F CAN &• 9900 OLD SOUND AVENUE , ,,��,x { '+' ° NEW YO R K, NY 10012 (�. .'•, / _ _ _ S20 0 '0 �. 6 0"E NY 1195z �t ITvc Ic+� MATT ° �, . 50 8 636 7010 t\ �j., TAX T s.z ' 3 cY• / � ..� L•�.-''-•�''•'••''�'•.'••�'•'••'••'•''•'�•''-'.'•-.'•' •'•'-•''•� . • . • (ACTUAL) � 3 / /_ ~ •1,' ' '' _ __ _ s2x2�3s 23.38 AX MAP NUMBER.... LOCK02.00 "4 / - r .. -E(DEED) T DIST 1000 SECT 122 00 B _, • . - - T',T a�`l''t3: 0- ONE R 40 W �/1;/z ,-1 `_ .' e . 4 W 4 + o - - - LOT P/0 008.001&024.004 _ [0{ + C/ _ - L�"�^- G .'• .'• .'• .'• .'• .'• .'• yry ,�i{�T - E`.t.1.1 •. ;. -Zi. „ __ ZONE R-BO .�----- . ,' , . -�• 4•Y+ V 4 '.• •LTA !l lY,�.' _ : YON �3.3`j l r N20 32 40 W �'x ` �' - - 25' SIDE YARD SETBACK \ SITE AREA 548,558.44(12;i9 ACRES) 0 - .__ - { - \' - - - -� t• ♦�_ -•'==r • • , , , , . _ �* •• / .' 'r 4' 02*Q8 , w 0 - , 4, • • 0 ^ _ _.._ '. . .��•, , . .'•',•.'•',•.'•',•.'•'.'•'• ZONING..................... R-4``� -mac s 0 (0.74 AC) / R-80 (11.85 AC) ti b 4 1� �L w_ .. L. q W M p N/F DAXIELLA KOREN � . 0 - 9780 OLD SOUND AVENUE ( o• � • .. . •��w��' � ` l MATTITUC 5952S ,Li,' USE........................... WINERY/FARMHOUSE FARMHOUSE TAX N llz- . A D _ ` \ U Y/ #� EX. U.G. ELEC. SERVICE a g NOt � ' '�'�•'• -' ^- � 4 /' r �- gyp':'"�' �'- �' -" W SITE CIVIL ENGINEER: 336.9' ^ �00 ,_ ' ' ' ��' ' ' ' ' ' ' ' ' - 0 ':�: ' P / �. a ti S 19 20 37 AC TUA L ( ) s 2 zr4x'�a 29.3 [)i a Da 2 aD \ l ) - . .�........................ .... .... .... .... .... .... .. ... .... .... .... ..... ..... .... .... .... .... .... . .. . . . . I .. . .. . .. . .. . .. . .. . .. . .. . . . . . . . .... .... .... ... . . . . . . . . .... .. . , . . . . .. . \\ )r� IO N v %�� ar 0 r 0 x x Q R T=,- VN' R j 1. ,.,. ,.,. ,.,. ,.'. ,.'..,".". ..,. .... . .. . .. . . . . . . . . .. . .. . .. . .. . .. . .. . .. . . . . / // I I E PROPOSED SANITARY SYSTEM 1 =*=No . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEE SANITARY DRAWINGS . R�:. A •. ( )ET CK S B PROPOSED RPZ IN , ... ............................... .. ... . ....... .. � •, •: T- :¢ ram: :'':' .. ...................,................................... ..... . ... . ................... . .. . .. - . . . . . . . . ­ - 1 . .Y. ::I 1 HO BOX ENCLOSURE . • V RI S WILL E ACCEPTED VIA 4 DELI E E B E . . ... . . . . . . . . . . . . . . . .. . ' ' . H r ',�. .a ' ' TALL AND ADA •-.'• .•:,•..'_•:,'_.�.:,-..�•:,-..�•�:•..',•:•:'•:,•..'.•:,•..'.•:,•. /. HANDTRUCK USING THE ADA S S 3 ,� A '• '.'• '.'• '.'• '.'• '.'• 1 , /\ Y COMP NT SID ALK ON OFF HOURS ONL 1 LIA EW Oi'C / . . •,ter _�. '•��=•'�r '•�' -•-PROPOSED �• T-- 437 SOUTH COUNTRY R K W ENGINEERING AND SURVEYING D BR00 HAVEN NEW YORK 11719 Y •1. RVE ING FM LO? l. ?� _,@.� ,l 'HYDRANT 10, \ -el :'24.4''• .'•' 0 s � G�•'TA X'.IAT .4 RO ED•T X • T'24 v N P 0'•P AOS A LU , o IT S A VIOLATION OF. I O ,{tr', V. THE LAW FOR ANY PERSON UNLESS ACTING'I• C NG UNDER THE •"P41111*11115A Ilt 11-1-11 ''. . .. .PROPOSED 2" _ ; 0 a DIRECTION OF A LIC ENSED C 6 ENSED ARCHITECT ENGINEER,T T W R O ALTER IN ANY WAY ANY DOMESTIC ATE 2 I t� ITEM ON THESE DRA• I WINGS. IF AN ITEM BEARING THE SEA OF N �.SER L A ARCHITECT VICE -•:1 ENGINEER S ALTER I I ALTERED, THE ALTERING ARCH TEC N a I ENGINEER SHALL AFFIX TO B11 , T\ y U' 'I .. •' . •''. - .�., HIS HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY a.r. as roc r . _ "_/P ' - • , '.'•'•.'•'•.'•'•.'•�•.'• •,'•'• HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 242.57 l N20 09 55 W ACTUAL �w • • • , • . . ...• .•.. .• . •. . •. ..' � 1 DESCRIPTION S THE ALTERATION ON THE DRAWING. THE PLANS 3 ) ,''Ti ,,, E LA S AND �vz2.3�'so-s(DEED) { SPECIFICATIONS HERE IN E ARE INTENDED FOR THE SUBJECT - - - - - - �. E U PROJECT ONLY AS A Gil T RESUL OF CONTRA CTUAL NEGOTIATIONS BETWE EN THE OWNER AND L.K. N �) O 0 IL LLC ,F 23 ELT ON !fE •• �-.'•�•�•• _: ._ ,. ... .. .,, ,.- .'• . McLEAN.. _ . .. . . :. _. _. �...... .'•' ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL B TH ,_ - ;;._. 520 0 SOUND AVENUE -.,- ,.. 9 LD .1 E E 1 , ;;, "J :. .: ':� O SUBJECT OF 3 1 ,.,._,._:; -� � - .�..;, -:.:,., ,, - ,� ,,,.�.,;:, ,.,:..., .,,,; ,,,...; ,....... ._:.,•, -.,:..:.-, •''•'••' A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY MATTITUC$ NY f1952 a 7.:(1. t, _ ° ANYONE ry .•.,_ \ t E WITHOUT WRITTEN (� AUTHORITY OF L.K.McLEAN ASSOCIATES PC TAX LOT 24.3 C LV. q L� - Q PROPOSED 8 WATER SERVICE o d (� Y ^i ■� �� ® wD.P.C. FOR HYDRANT �°� ��'g"co �'� 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK \, © L.K.LKMcLEAN ASSOCIATES, DPC o' \,f C6 & !>e�e-is,•sg�g�e�,as � e�� w�� +��•a�� :re®®®® ®:�®a®ter®�a��_ x lN. x x PROJECT: .... x Po, N20006'35"W N/F COUNTY OF SUFFOLK' N20°01'35"W o TAX LOT 4.5 1 258.22' TAX LOT 5.1 0 (ACTUAL) (ACTUAL) TOWN OF S O U T H O L D N22.23.140-F(DEED) o�� Xzx2a•ra•*(Daso' 81.55' SUFFOLK COUNTY, NY -- `-'� N F SUFFOLK COUNTY PROPOSED GIANT �� / PROPOSED DUMPSTER � � WATER AUTHORITY I I I �&t it ARBORVITAE (6'MIN) FOR SCREENING (TYP.) //�� \`\` TAX LOT 25 OLD SOUND VINEYARD i� �� / �� / �� 9650 OLD SOUND AVENUE, SITE PLAN � ���` MATTITUCK, NY 11952 SCALE: 1 "=60' / � ISSUES REVISIONS 0 60 120 Description No. Date Feet HISTORIC BLACKSMITH BLDG. TO REMAIN 1 7-31-24 HISTORIC BLACKSMITH BLDG. TO REMAIN 2 8_g_24 AS STORAGE LEGEND: AS PER NOD FROM TOWN 3 10-28-24 PROPOSED CONCRETE SIDEWALK UPDATED AREA OF DISTURBANCE 4 3-3-25 3 PROPOSED RCA PAVEMENT UPDATED BUILDINGS & USES 5 6-20-25 N •l • 4-` UPDATED SIZE OF STORAGE/OFFICE BUILDING6 8-8-25 w PROPOSED GRAVEL PAVEMENT SITE DATA TABLE � PROPOSED PARKING CALCULATION: PARKING PROVIDED AS PER COMMENTS FROM TOWN 7 10-17-25 r PROPOSED BUILDING § 280-78 OFF-STREET PARKING REGULAR STALLS = 36 1. SUFFOLK COUNTY TAX NUMBER(S) DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/O 008.001&024.004 n PROPOSED TOPSOIL & SEED HANDICAP STALLS = 1 2. ZONING CLASS R-40/R-80 a) CONVERTED WINE TASTING BUILDING W/ EXTENSION TOTAL STALLS PROVIDED = 37 41 3. AREA OF SITE 12.59 Ac (548,558.44 SF) PLANTING AREAS 1 PARKING SPACE PER 100 SF OF GROSS FLOOR SPACE 1-1 AREA OF DISTURBANCE 4. INTENDED USE OF PROPERTY WINERY/FARMHOUSE co WINE TASTING = 1,157 SF 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) ---- PROPERTY LINE 87,215 SF or 2.00 Acres 3 1,157 SF/100 = 12 STALLS o OA PLANTED CAB/FRANC 7. DEPTH TO GROUNDWATER 17' +/- r) 08 20' WIDE GRAVEL ACCESS ROAD STORAGE & OFFICE BUILDING ZONING COMPLIANCE TABLE (R-40/R-80) 41 © GRAVEL PARKING AREA FOR 36 PARKING STALLS 1 PARKING SPACE PER 1,000 SF OF GROSS FLOOR SPACE ALLOWED (REQUIRED) PROPOSED 41 QD PLANTED APPLES i PARKING STALL PER 100 SF OF OFFICE SPACE MINIMUM LOT SIZE 80,000 SF 548,558.44 SF O Q PEDESTRIAN SIDEWALK OFFICE FLOOR SPACE = 806 SF v F 806 SF 100 = 9 STALLS MINIMUM LOT WIDTH 175 FT 121.01 FT / O PROPOSED 30'x70' STORAGE/OFFICE BLDG. / U' MINIMUM LOT DEPTH 250 FT 1,470 FT 3 © PLANTED CA. FRANK/MERLOT STORAGE FLOOR SPACE = 2,532 SF _0 Q PLANTED MERLOT 2,532 SF/1,000 = 3 STALLS MAXIMUM BUILDING LOT COVERAGE 10% 0.9% (5,187 SF) QI PLANTED GAMAY/PIWI MINIMUM FRONT YARD SETBACK 60' 336.9' DRAWING TITLE: U TOTAL PARKING REQUIRED = 24 STALLS - QK PLANTED ALBARINO © PLANTED FRUITS & VEGETABLES MINIMUM EITHER SIDE YARD WIDTH 20' 44.2 a GENERAL NOTE: , QM 20' BUFFER TO REMAIN NATURAL MINIMUM BOTH SIDE YARDS, TOTAL WIDTH 45 245.2 ALL SITE PLAN PROPERTY DOES NOT CONTAIN ANY EXISTING CULVERTS, > EXISTING GREENHOUSE TO REMAIN WATERLINES, OR SEWAGE DISPOSAL SYSTEMS. MINIMUM REAR YARD SETBACK 75 758.5' E > QO EXISTING HISTORIC & RENOVATED SMALL BARN & 00 c POTTING SHED TO REMAIN SEAL & SIGNATURE: Design By: MF n O © EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN Drawn By: MF TO BE CONVERTED TO TASTING ROOM & MANUFACTURING �P� N S . 10 \ Scale:Approved By: AS NOTED1 O ® 1 HANDICAP PARKING STALLS ON CONCRETE PAD S . Date: OCTOBER 28, TED L0 O ® OUTDOOR SEATING AREA * < O 024 O OS PROPOSED 20'X24.2' ADDITION FOR CONVERTED TASTING e File No: 24082.000 N N ROOM - DO Sheet No. N N 0 7 �<C� v .. C2 O n _S FULL SIZED PLOT SIZE: 22" x 34" COTTAGE TEA Y I ® T I� a R C ® N S T PROJECT RUCTION LOCATION 4WD�h 3 / N 10120 OLD SOUNDBERT AVENUE Heo O NATTITUCK NY 11952 2 b GAVEL S20°07'40"E LO TAX LOT 9 350.00' '' LEGEND: DRIVEWAY DRV DRv " rm rLd}as�R oae�}I ED FRA" FEi PROPOSED CONCRETE SIDEWALK 1 ,0 } .9' OA co 4 WIRE FEN. .�.._. \ / G t WRF/ Sr4f _ -I NIP JASON HAAS C o.2'. ,. 'RAIN LINK FEN. Clf �. ` \ { i4.°• 125.70' 290 COTTAGE WAY N, PROPOSED RCA PAVEMENT ���� NATTITUCKNY 11952 \ / , EXISTING N/F CRYSTAL BOLLINC N/F JUAO TA E WAY OCT OCT 2 8 2025 TAX LOT 23.23 360 COTTAGE WAY 420 COTTAGE WAY P/0 EXISTING TAX LOT 8.1 GREENHOUSE NATTITUCX NY 11952 NATTNUCIG NY 11952 -� PROPOSED GRAVEL PAVEMENT OUTHOLD TOWN PROPOSED TAX LOT 8.1 �O TO REMAIN S20°07'40"E TAX LOT 23.21 Prtr�INc soAtro f a' TAX LOT 23.22 FagMf zo Qv - 11.2 ,� ;� --� I � PROPOSED BUILDING S"fo Iq N « 30.81' S19°08'00"E �ry Mho 00 �h PARCEL > � 40 r PROPOSED TOPSOIL & SEED 195.00' O�'�.>• ;N 9.5t ST y AM 11.4 ZONE } CO R- 14 : 80 \ �Q A S2. ' m RE ON RI EXISTING HISTDRIC & PLANTING AREAS t� yvO Off' / e RENOVATED SMALL BARN & POTTING SHEE TO REMAIN T T T T _ ---- PROPERTY LINE LOCATION MAP \ ,� �j / .9 2 ,� . 31 21 08 ,' 1 ' = 1000' \ �S 1 sT1 YN73.D N �� TEST HOLE LOCATION I PROJECT DATA 2 T Y \ :C ESI EN E 1 .7' ®� POOL i , �1 20- vi STONE y EOUIPAIEN7 . > WELL w ' > > i > i' >> ' .> 74- I APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001 C� 1 ' >> i i > > > i > > i o$ P ss 1 STORY > a ' > i i > , ' e > NORTH FORK PROJECT 3 (024.004) 25 NEW YORK, NY 10012 h�' r� PO BOX 541 � { > i' > > > i' i � i >' i i i ,> > > i PROPOSED 3O'x7O' SLATE > > > '> > > s ', > > . 'i > > > ', i > > I, ." - ." - 508-636-7010 STORAGE OFFICE 4q�� >>'�>> >i ', > >> >i >,>i >> >> ', >> > > >, BLDG.4 / TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 / x 10 GAzE '� > i , > > i , > > i , > i , i i > , > I. LOT P/O 008.001&024.004 3 / ,� WDF/WRF �> , '> , i >> > , i >> > , i > > , i >i , , i > P/0 EXIS s,Si WRy x '> > i ', >> > i ', >i > ', > > i ', > > , I .P,/0 .PROPO SITE AREA................. 548,558.44(12.59 ACRES) / .O(YregE FFN. {- x i 30.0• > > N16°52'40"W ..� o i > , > > I ZONING...................... R-40 ( .74 A ) / R-80 (11.85 A ) COVERED �.' n2 ' i i , > > > Z 0 CC \ 163.93' / I IN GR«,ND j ;:�..fV / •,... , > ', ' > > • i > i > i > > > i USE........................... M0y 3 / w PROPOSED U.G. U WINERY/FARMHOUSE / WATER SERVICE N/F CANDICE & ROBERT ROTH p > ' > > ' o: i ' > + ' ' i ' / PROPOSED U.G. > > > > > SITE CIVIL ENGINEER: 9900 OLD SOUND AVENUE � 3 / l VATTnucic NY 11952 o ELEC. SERVICE ai TAX LOT 8.2 l ' • > , 'i > > > ', > > i > i i > i i I . WOF WRF / Y e / 0.5'} / _ /. _ - � , T -. _... -+ -' >N20�S "40i - - - - - - - - c -yi- - - - - - - - - - - - - - - _-_ _.-._ 6'STOCKADE > i •; > .4 i ti* E°` / > L. K. McLEAN ASSOCIATES, D.P.C. N20°32'40"W i_ �_�„'' > ' > ', °\I,> > 85.77' i > 20OX2O4S2'DADDITION -, - > i �\ 07.08 > , > > > $I>a , > > , b - - - - - - - - - ENGINEERING AND SURVEYING n37 SOUTH COUNTRY RD., BROOKHnVEN, NrW PORK 117t9 _ .� I� FOR CONVERTED i , `; - - - - - - / �, TASTING ROOM > ry [� > N > IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE Jy \ I N/F DANIELLA KOREN i, 4 , a '> i i rr/ DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY $�w�� 9780 OLD SOUND AVENUE q^ 'd > 242• ice`i >> i i i > ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 1 J NATTITUCIL NY 11952 p ,a > > o O i > • ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO > ' , , N , . `-�a > i, HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY v 3 TAX LOT 24.5 ko HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC a6 EX. U.G. ELEC. SERVICE °i V b %` > '> 24,y DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND a�O O / . ;` > > \i ✓ 'i + '-. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A STORY iv > i> ' ' >> RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE •••CCC `� SAME 'O ' > i > ' > SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY / L -� , ' > > . ' I I ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC l S19°20'37"E (ACTUAL) % w- i 24.0 > f PROPOSED SANITARY SYSTEM ` / S2r42'IeS(DsaD) 229.32' > 3 / ^ / > >. v. ' (SEE SANITARY DRAWINGS) ; McLEAN ASSOCIATES, D.P.C. / e----E----e -- ►. i. _ - �- PROJECT: PROPOSED /" y:, . ,�, T . I TOWN OF SOUTHOLD / RPZ IN / HOT-BOX �,' I. I, �o PROPOSED PROPOSED OUTDOOR / / o HYDRANT SEATING AREA I I SUFFOLK COUNTY, NY / ENCLOSURE ? ,' I � ,� PROPOSED 2" �J EXISTING HISTORIC VILLAGE BLACKSMITH C. $ii DOMESTIC WATER / o I . / TO REMAIN TO BE CONVERTED TO `�I m ,' ,' SERVICE I MAP OF CAROL. SULL1 TASTING ROOM & MANUFACTURING OLD S I OUND VINEYARD i I FM LOT 1 EXISTING WELL TO BE CONVERTED TO EXISTING TAX LOT 2' ' � 'i '> ' > >> ', > > >> ', � ' >♦ '> > > i '> ' > >i ', > > >i ', ' > >> ', ' > > IRRIGATION ONLY P O PROPOSED TAX LO' 117- 9650 OLD SOUND AVENUE, D , MATTITUCK, NY 11952 D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ISSUES/REVISIONS PROPOSED 4" 242.57' >> a N20°09'S5"W (ACTUAL) / D D �D Description P No. Date ASPHALT PROPOSED .5f•�»w(DsaD) FIRE HYDRANT I UPDATED BUILDINGS & USES _ O' ASPHALT WATER SERVICE o o APRON -� 1 6-20 25 3 N/F 23 ELTON IFIL LLC ' o 0 o AS PER COMMENTS FROM THE TOWN N 9520 OLD SOUND AVENUE I 2 10-03-25 AS PER COMMENTS FROM THE TOWN 0) NATTITUCI4 NY 11952 ,v / 0 00 0 o D GRAVEL ,2 TAX LOT 24.3 AREAPARK FOR 3 10-17-25 c / 36 PARKING O W (O� ��f0 i STALLS i� .- W I In ao N20°06'35"W (ACTUAL) PROPOSED GIANT PROPOSED N2z�2e'10^1r DR" ul ( , FOR OSCREENING M(TYP.) DUM STER 3 ez 0 41 U L C O U 01 3 SITE PLAN DRAWING TITLE: ° SCALE: 1 "=40' 0 40 80 ENLARGED SITE PLAN Feet C' _0 00 c '2 cn SEAL & SIGNATURE: Design Dawn By • IF O F NEjy Approved By: RAS In o Q �p I Scale: AS NOTED A. No o ell��-' Date: OCTOBER 28, 2024 N N � � � `; IL I I it it File No: 24082.000 No ,- Sheet No. 1 C3o a- ,� � 97 �c,�., f --O-'�I A G �A � NOT FOR CONSTRUCTION \ I 33 Date: 11/6/24 PROJECT � l l LEGEND: LOCATION NIP CANDICE & ROBE �T BOTH \ I O- �- w y 10120 OLD SOUND AEA E � co ---- PROPERTY LINE p° -� IfATTITUCK, NY ff952 Cq a• 1 33.5 Brown loam OL GRAVEL S20°07'40"L' / / o �o y DRIVEWAY TAX LOT s 350.00' 10 PROPOSED CONTOUR 33.0 o.s �� FRAME a'os >�DR °sV�' j \ SHE e / o - -1 1- - EXISTING CONTOUR 9 _ , � •0' }„H' � / � / n� Light brown silt ML N/F JASON HA.�S � r I � {4.0 12 .70' \ zso COTTAc�' W Y of NATTITUCX Nr f1952 -_____- \ N/F C YS AL Bol/ N/F J(IANITA MCKINNEY r PROPOSED LEACHING BASIN 30.5 3' TAX LOT 28.23 !lA?TITUC$ NY ff952 �-fAT7TTUCX 1'1Y 1155- " i1. A, j D 36 COTTAGE VAY 420 COTTAGE WAY ^B �0 P/0 EXIST NG TAX LOT 8.1\ \ I �� / � PROPOSED 15 CPEP / o I DRAINAGE PIPE PROPOSED TAX LOT 8.1 cv S-0°07'4 "E \ ( TAX Lo-mil / LOT 23.21 _,sex P �C T 2 8 2025 1•2 � I � / PERCENT GRADE P 0O i;<,' 30.81' \ 19°0 '00"E" \ F.G. EL.- _ + U / \ rn _ m \ 195�0' =35.77 FINISHED GRADE SPOT SHOT PLANNING ,, Go 4 w� / M PARC�E'L 1 _ Rom° �-f .' 1--��- 1 7/i - .� ,..�. 1 � oi.F'� 9.51 ST Y AMEN ZQ1�E -�80 / �... \� \ \ RE EN >.` ZQNF, I\ ' \ ' / \\ \ Pale brown fine sand very fine sand SP q II�.� \ ~ 3 � �Nt I- LL 4' - /I LOCATION M A P M •, 2 0 � 143102 TEST HOLE - / / s Sr Y LOCATION I 1 \ ' l I 1 1000 / 2 7 Y ME ©' PO< 01 0. i ui STONE EQUIFR t \ ( 1 PROJECT DATA STORY \ \ \ \ \ I APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) NORTH FORK PROJECT 3 (024.004) PO$ c,�aWw�� STORAGE/OFFICE TE PROPOSED O \ \ NEW BYORKOX 41NY 10012 BLDG. I \ \ \ \ 508-636-7010 \ / Ar / l / C .. �I �� 16.5 17 TAX MAP NUMBER.... OCK02.00 ,�` C � P O T DIST 1000 SECT 122 00 BL \ lyYw� /wRF \ / \ I \ \ \ \ \ P\ NO WATER ENCOUNTERED LOT P/O 008.001&024 004 / -+�ONTIES 0.9•} 8'STOCKADE FEN. 1 '� 30 O• , \ \ �-- It\ \ \ H EST E EL. f-1 .5 SITE AREA................. 548,558.44(12.59 ACRE\\ sM LP10 \ *HIGHEST EXPECTED GROUNDWATER SS) 3 / N16°52'40"W COVERED ! \ \ \ \ 163,93' �" ,GROIfNL 1 a h \ 0.2' {D.r° I' S\ \ \ \ ZONING. .................... R-40 (0.74 AC) / R-80 (11.85 AC) // \ PROPOSED U.G. o A I I \ 3 / ( O' WATER SERVICE I z �' TEST HOLE USE........................... WINERY/FARMHOUSE / l N/F CANDICE & ROBERT ROTH 1 O PROPOSED U.G. I; �- \ 9900 OLD SOUND AVENUE N.T.S. l MATTITUC NY ff952 6 \ ELEC. SERVICE l / M TEST HOLE PERFORMED BY SITE CIVIL ENGINEER: y / TAX LOT 8.2 ' / / F.G. / I' F35.52 MCDONALD GEOSERVICES 1 1/06/24 ' F O 7'-... - ._ ,('� P STOCKADE`, , F.G. EL. 7 3` G �- - - - - - - - � .355.42 _F.G. EL t .• ?' - y _ _ DRAINAGE CALCULATIONS: =35.45 6/ ��� �" \ \ DRAINAGE AREA 1 REQUIRED DRAINAGE AREA 4 REQUIRED ----N 0°32 40"W _ 85.77 - PROPOSED / / ,� PERVIOUS (VEGETATED) = 4,320 SF DRAINAGE AREA 7 PROVIDED (LP10) \ -� / 20'X24.2' ADDITION- -- j' - -e - -�- IMPERVIOUS (RCA PAVEMENT) - 2,510 SF C-0.1 "7 0� 'C i i FOR CONVERTED - - - �" - �" - - -4 C=1.0 V= 4,320 X 0.1 x 2" 12" = 72 CF 68.4 CF/VF X 6EP LEACHING Pool = L. K. McLEAN ASSOCIATES, D.P.C. q 1 '__1 F.G. E �' TASTING ROOM V=(2,510 X 1.0) x 2"/12" = 418.33 CF IMPERVIOUS (RCA PAVEMENT) = 6,440 SF 4104 ENGINEERING AND SURVEYING ns7 sourH couiarRr RD., ekooKHnvEN, Nrw voRK irn9 / LP11 =35.8 T a -' r� j 53� 'y�, \ / PERVIOUS (GRASS) = 550 SF C=1.0 DRAINAGE AREA 8 REQUIRED N/F DANIELLA KOREN �\ td F.G. EL _-- �1 �.,1 /, �� /-31 �O C=0.1 V(6.440 X 1.0) x 2"/12" = 1,073.33 CF IMPERVIOUS �qW�`�r l / rr 9780 OLD SOUND AVENUE 'may o I =35.8 r2 f o V(550 X 0.1) x 2"/12" _ 9.17 CF TOTAL STORAGE REQUIRED = 1,145.33 CF (TASTING ROOM ROOF) = 1,157 SF T IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE W 1 ` NATTITUCK; NY ff952 f F.G. EL. N ���� TOTAL STORAGE REQUIRED - 427.50 CF C=1•0 " " DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY / M b o =36.07 / DRAINAGE AREA 4 PROVIDED (LP4-LP5) V= _ ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ I,154 TAX LOT 24.5 Z` DRAINAGE AREA 1 PROVIDED LP1 ENGINEER IS ALTERED, THE ALTERING ARCHITECTS ENGINEER SHALL AFFIX TO `f F.G. EL F.G. EL ( ) (2) 10'0 x 9' DEEP LEACHING POOL = TOTAL STORAGE REQUIRED = 192.83 CF A �+ w ///1 / / ° p�jF =36.14 =36.14 24.2 /--' ( (1) 10'0 x 7' DEEP LEACHING POOL = 68.4 CF/VF X 18 = 1,231.2 HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY F.G. EL �` \ \ 1 68.4 CF/VF X 7 = 478.8 DRAINAGE AREA 8 PROVIDED (LP11) HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC EL. =36.12 Sr I DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND DRAINAGE AREA 5 REQUIRED (1)10'0 x 3' DEEP LEACHING POOL = F.G. EL N / I / I I SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A DRAINAGE AREA 2 PERVIOUS (VEGETATED) = 1,185 SF 68.4 CF/VF X 3 = 205.2 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. l / / S 9°2 '37'E (ACTUAL) / w-36 24.o I I / PERVIOUS (GRASS) = 3,300 SF C=0.1 1 PROPOSED SANITARY SYSTEM / McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE sar4alz^s(DasD) 229.32' o F.G. EL .� C=0.1 V=(1,185 X 0.1) x 2"/12" = 19.75 CF / 3 \ =36.27 c� \ (SEE SANITARY DRAWINGS) ' / V= 3,300 X 0.1 x 2" 12" = 55 CF IMPERVIOUS STONE DWY. - 4,741 SF SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY I ( ) / ( ) - ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC LP3 IMPERVIOUS (RCA PAVEMENT) = 3,250 SF C=1.0 / -'E---E-E--E- E-E--E---g 0.6x / I I / C=1.0 - V=(4.700 X 1.0 x 2"/12" = 783.33 CF © L.K. MCLEAN ASSOCIATES, D.P.C. V=(,3.350 X 1.0) x 2"/12" 558.3 CF TOTAL STORAGE REQUIRED = 803.08 CF 3 fI I I TOTAL STORAGE REQUIRED = 613.3 CF F.G. EL F.-GEL I I I DRAINAGE AREA 5 PROVIDED (LP6-LP7) PROJECT: PROPOSED / / F.G. EL. =36.44 =36 27 I ' I ( ) - (2) 10'0 x 6' DEEP LEACHING POOL = I / \ / \ 1 I \ (1) 10'0 xR9' DEEPOLEACHINGPPOOL - 68.4 CF/VF X 12 = 820.8 RPZ IN / 68.4 CF/VF X 9 = 615.6 TOWN OF SOUTHOLD HOT-BOX / � / � I 1 I \ I \ DRAINAGE AREA 6 REQUIRED/ \ ENCLOSURE ,ry / I I - SUFFOLK COUNTY, NY PROPOSED 2" \ / I EXISTING HISTORIC VILLAGE BLACKSMITH \ DRAINAGE AREA 3 REQUIRED PERVIOUS (STONE DWY.) = 7,890 SF (' ,a DOMESTIC WATER ( PROPOSED TO REMAIN TO BE CONVERTED TO I MAP OF CAROL IMPERVIOUS (CONC.) = 500 SF C=1.0 /\ .� SERVICE- HYDRANT TASTING ROOM & MANUFACTURING I I C=1.0 V=(7.890 X 1.0) x 2"/12" = 1.315 CF ' I \ FM LOT V=(500 X 1.0) x 2"/12" = 83.33 CF TOTAL STORAGE REQUIRED = 1,315 CF / o PROPOSED RIDGE LINE I I PERVIOUS (GRASS) = 690 SF EXISTING WELL TO BE CONVERTED TO C-o.1 DRAINAGE AREA 6 PROVIDED LP8-LP9 \ I EXISTC TAX ( OLD SOUND VINEYARD IRRIGATION ONLY / \ I P 0 PROP SED T. V=(690 X 0.1) x 2"/12" = 11.5 CF (2)10'0 x 10' DEEP LEACHING POOLS = / / IMPERVIOUS (RCA PAVEMENT) = 2,440 SF 68.4 CF/VF X 20= 1,368 C=1.0 w--- w-w- w- / / / I I 1 V=(2.440 X 1.0) x 2"/12" = 406.67 CF DRAINAGE AREA 7 REQUIRED \ .x -yIx _�� DD TOTAL STORAGE REQUIRED = 501.5 CF IMPERVIOUS l / / PA�CEI (STORAGE/OFFICE BLDG.) = 2,100 SF 9650 OLD SOUND AVENUE, GRAVEL / ' DRAINAGE AREA 3 PROVIDED (LP3) C=1.0 MATTITUCK, NY 11952 "" PARKING I / (1)10'0 x 8' DEEP LEACHING POOL = V(2.100 X 1.0 x 2"/12" = 350 CF LLpj PROPOSED RIDGE LINE AREA FOR / 68.4 CF/VF X 8 = 547.2 CF TOTAL STORAGE REQUIRED = 350 CF N20°09'55"W�ACTUAL) 7FREPOH D 4" ��42.57 / L,2 STALLS 36 RKING I I / ISSUES/REVISIONS MV8r''W(DasD) DRANT Description No. Date WATER SERVICE / \ � -37\ � I � I N/F 23 EL IIr F.LC / UPDATED BUILDINGS & USES 1 6-20-25 1�"E DRAINAGE TABLE � l � 9520 0 SOUND AVENUE \ /, � � X, I I 3 I \ \ NATTCK NY 11952 / -�36 LP5 / `'t Lpg '',� ��,7 LP9 , AS PER COMMENTS FROM THE TOWN 2 10-03-25 \\ LP8 STRUCTURE RIM TOP OF BOTTOM OF EFF. TAX LOT z4.s 1 LP4 J NAME STRUCTURE TYPE ELEV. RING RING DEPTH v I I r I AS PER COMMENTS FROM THE TOWN 3 10-17-25 I �'�o LP1 10'DIA. X T HIGH LEACHING POOL 37.26 35.26 28.26 7 \ \ \ o \ LP2 10'DIA. X 9' HIGH LEACHING POOL 37.02 35.02 26.02 9 c / / \ \ T1L \ LP3 10'DIA. X 8' HIGH LEACHING POOL 36.04 34.04 26.04 8 LP4 10'DIA. X 9' HIGH LEACHING POOL 35.00 33.00 24.00 9 N20°0635"w LP5 1O'DIA. X 9' HIGH LEACHING POOL 35.41 33.41 24.41 9 I(ACTUAL) / PROPOSED GIANT ^�� PROPOSED _31_ LP6 10'DIA. X 6' HIGH LEACHING POOL 33.63 31.63 25.63 6 --38'� saxzeva.(DsaD) / \ �34- ARBORVITAE (6'MIN) \ DUMPSTER \ FOR SCREENING�P.) U / LP7 10'DIA. X 6' HIGH LEACHING POOL 33.47 31.47 25.47 6 LP8 10'DIA. X 10' HIGH LEACHING POOL 31.97 29.97 19.97 10 to / C _� I / \ / pro ' / / / / / LP9 10'DIA. X 10' HIGH LEACHING POOL 32.45 30.45 20.45 10 cn ( ( / LP10 10'DIA. X 6' HIGH LEACHING POOL 34.85 32.85 26.85 6 3 i LP11 10'DIA. X 3' HIGH LEACHING POOL 35.90 33.90 30.90 3 SITE PLAN U - - SCALE: 1"=40' � 0 40 80 O -- - Feet 3 "D r 1 WATERSHED #7 (UP 10) DRAWING TITLE: U WATERSHED #2 (LP2) --- - - - - - - GRADING & DRAINAGE WATERSHED #8 (LP1 1) c WATERSHED #3 PLAN > r (LP3) ov r- -` 1 WATERSHED #4 WATERSHED #6 SEAL & SIGNATURE: Design By: MF '2 o �� Drawn By: MF ao � � -_� _ �-��-(LP4&LP5) (LP8&LP9) OF ��{y ``�- Approved By: RAS -�, \. Scale: AS NOTED C< ;, Date: OCTOBER 28, 2024 WATERSHED #1 WATERSHED #5 File No: 24082.000 IL I I it it (LP1) (LP6&LP7) N � F 4Q Sheet No. - 00 WATERSHED MAPS 7397A N.T.S. � C t 0 n �.._SS1 , -, NOT FOR CONSTRUCTION COTTAGE WAY PROJECT - - - I � � LOCATION - - - - - - - - R qw rr�c�S / N/F CANDICE & ROBERT ROTH ' °-� 10120 OLD SOUND AVENUE v� v ''� w�q / l a S20 07'40"E aa� y �� maC_L_.MATTITUC$ NY ff952 o TAX LOT 9 350.DO co y O O COS DC n z n N/F JASON HAAS o y�e S a y OCT 2 8 2025 125.70' 290 COTTAGE WAY N/F BOZENA & MACIE y O O a GIERASIMIUK 5� mayn°b y'� er S+�a�M �a MATTITUC$NY ff952 zV n n N/F HOLLY SCHMIDT cOUTHO N/F CRYSTAL BOLLING N/F JUANITA MCKINNEY 480 COTTAGE WAY y a Z N x S a w t� t° tq r G f +„� TAX LOT 23.23 360 COTTAGE WAY 420 COTTAGE WAY tv co y a ti to 900 COTTAGE WAY 7 P/0 EXISTING TAX LOT 8 1 ;o MATTITULO N3 11ssz b x '� MATTITUCIS NY ff952 PLANNING�'`= I D TAX T 23.21 O pg '0 1 n y ti y FAX LOT 23.13 / N , MATTITUC$ NY 119b2 MATTITUC NY f1952 . a �, a a PROPOSED TAX LOT 8 1 � S20°07 40"E TAX LOT 23.22 TAX LOT 23.20 '� oo�a w � b I'..�.`1 V 1 S20°21'00"E ��� �`�� PARCEL ,I 1 30.81' S19°08'00"E I °-' I �11 N •� °� / e °� _- 195.00' 91.02 S1 04'40"L`' `� 251.14' S20°19' 0 E e 126.51' P RC I __ -_- I -- ... . _ _ , +' C st. y0M - - - - - - - - -...- rJ3V'C ix 8d FEN air - - h� 6g -.-- N LOCATION MAP e N/F TOWN OF SOUTHOLD 1' = 1000, o I P O EXIST C X LOT 8.1 I 990 COTTAGE WAY MATTITUCK NY 11952 P� PROPOSD TX LOT 24.4 TAX LOT 23.25 N>s*52'40"W •� 163.93' r,4 N w I I I w \ PROJECT DATA �I I I APPLICANT/ `\ OWNER... NORTH FORK PROJECT 2 (008.001) 50 NIP CANDICE & ROBERT ROTH a) p I I I I o NORTH FORK PROJECT 3 (024.004) f 9900 OLD SOUND AVENUE M �t �` -? co (� I 1, PO BOX 541 MATT �N82ssz ;'� 4 I I I I 9' tQ S20906'00"E NEW YORK, NY 10012 \ 508-636-7010 T T � � l �- - - - - - - - - - - - - - - - - -I IL (ACTUAL) �, N20.32'4 -----,-._ _ ._ _ _ _ _ _ 943.00' I s �ssa(DEED) 223.38 TAX MAP NUMBER.... DIST. 10 a a ef61f5 -- - - -- - 00 SECT. 122.00 BLOCK02.00 o L -..-r - - - - - - - - - - - - - - --- - - - - -- -- - - -- - - EXISTING PROPERTY LINE- - - LOT P/O 008.001&024.004 o r N20 32 40 W 85 77-- '' -� / W; ! _ ' SITE AREA................. 548,558.44(12.59 ACRES) q �q 07_R8' w q ' / 1- - -- --- - -- - -- � --s- < -----Q- ----- _ _ I 935.92 i ` _ Yt'n� -r gS'svM/ p�' N/F DANIELLA KOREN � '� a' � � I I 4 I I Q ZONING..................... R-40 (0.74 AC) R-80 11.85 AC / ( ) USE........................... WINERY FARMHOUSE pp/ G1 b� 9780 OLD SOUND AVENUE �' - - - ��� MAT�C�T�.5952 � � � � � I I - - - - � / I r - - - - - - - - - - - - - - - - - - - - - -- - - - - - ^ S19°20'37"E (ACTUAL) 24L = - - J �' i j i - - - - - - -I f- - --" - - - - - - - - - - - - - - - -� SITE CIVIL ENGINEER: _ I �N 229.32�/ !, _ l ^moo ® �`a - - - - - - - I- _ - -! / I PROPOSED - - - - - - - - - - - - HYDRANT I I FIRE TRUCK 40.0' �44/ WHEEL LINE (TYP.) I FIRE TRUCK I I MAP OF CAROL SULLIVAN q/ L - - - - - - - - - - - - - - _ BODY LINE (TYP.) I I I L. K. McLEAN ASSOCIATES D.P.C. - - I I I FM LOT 1 I ' - I I I ♦ ENGINEERING AND SURVEYING 4.57 SOUTH COUNTRY RN., BROOKHAVEN, NEW YORK 11719 P/OXPROPOSED TAX LOT 24.4 I I I , IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS A '(n CTING UNDER THE ///.✓ `��� - - / R2S.O' i I I I I \ ad' v ` DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY PARCEL 2 I , ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ - -- - - R22.0' I I I I I % v w ENGINEER IS ALTERED, THE ALTERING ARCHITECIR ENGINEER SHALL AFFIX TO N20°09'S5'W (ACTUAL) 242.57'� I I I I I I act HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY I HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC NY$37.30"W(DEED) DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND ~N/F23 ELTONKEIL LLC ,C`Y - - - - - - - - - - - - - - - - - - - J/ I L �'� SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A I � 9520 OLD SOUND AVENUE (� FIRE TRUCK I I N t� RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. MATT�TNY 1952 C1J --\'3 / 24' FIRE(TYP I "� 1 McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE / I ` O �••�1 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY f0�/ L - - - - - - - - - - - - - - - - - - - - - - - - - - J ` ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC co, � 9M ca © L.K. McLEAN ASSOCIATES, D.P.C. �._.�. ....._ .. _-..._.�_._.�.. - _-- _,,�_.. pa.o N20006'35"W N/F COUNTY OF SUFFOLK PROJECT: Z/ (ACTUAL) 1,258.22 TAX LOT 4.5 N20CT AL) TOWN O F S O U T H O L D * ' TAX LOT 5.f NY2'RB•f0'I-.(DEED) (7ACTUAL) N22'8 'W F(DEED) N 81.55' SUFFOLK COUNTY, NY N/F SUFFOLK'COUNTY WATER AUTHORITY T OLD SOUND VINEYARD 9650 OLD SOUND AVENUE, SITE PLAN f ~�� MATTITUCK, NY 11952 SCALE: 1"=60' 1 ISSUES/REVISIONS a so 120Feet Description No. Date AS PER NOD FROM TOWN 1 10-28-24 AS PER COMMENTS FROM TOWN 2 10-3-25 AS PER COMMENTS FROM TOWN 3 10-17-25 c 0 U1 0 0 i Q f ° L U) 20 01 !_ 3 0 r) Aerial Fire Truck 41 Overall Length 39 .000ft Overall Widfh 8. 167ft 3 Overall Body Height 7.500ft Min Body Ground Clearance 0.750ft Track Width 8. 167ft Lock-to- lock time 5.00s DRAWING TITLE: Max Wheel Angle 45.00° FIRE APPARATUS PLAN FIRE TRUCK DETAIL '2 o N.T.S. SEAL & SIGNATURE: Design By: MF Drawn By: MF �0F NEW y�.. o A S p�� Approved By: RAS O f ti /- Scale: AS NOTED N O * Date: OCTOBER 28, 2024 C\jN 'K w File No: 24082.000 N 0 Sheet No. SS�O FULL SIZED PLOT SIZE: 22' x 34" PROJECT LOCATION OCT 2 8 2025 .DU7 Lo rrvnry SIGNAGE ° FOR ACCESSIBLE PARKING 6" FLUSH CONCRETE SIDEWALK F 5' MIN. SECTION REVEAL PLAN NOTES: LOCATION M A P 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 10'ASPHALT APRON DETAIL 1' = 1000, 35B SPECIFICATIONS 21" TYPE 3 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY CONC. WHEEL ASPHALT PAVEMENT PROJECT DATA LOADING STOP (TYP.) 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 1J" TYPE 6 APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) PRECAST OR APPROVED EQUAL. 4>, (Np ASPHALT PAVEMENT NORTH FORK PROJECT 3 (024.004) 24" 0 HEAVY DUTY FRAME & COVER PO BOX BLUE PITCH NEW YORK, NY 10012 508-636-7010 N.T.S. o PAVEMENT Q1 EXISTING TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 o MARKINGS �C� ASPHALT PAVEMENT o LOT P/O 008.001&024.004 _ N SITE AREA................. 548,558.44(12.59 ACRES) 8" ON—SITE RCA PAVEMENT ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) I— 2 •6 USE........................... WINERY/FARMHOUSE oc SECTION 6" RCA SITE CIVIL ENGINEER: PLAN NOTES: ASPHALT APRON SECTION 1. MATERIALS SHALL CONFORM TO ASTM A48 CLASS 30B OR 35B10.0' 10.0' —� N.T.S. 2. LOAD RATING SHALL BE AASHTO & HS 20-44 HIGHWAY LOADING 24" 0 HEAVY DUTY FRAME TYPICAL ACCESSIBLE PARKING DETAIL L. K. McLEAN ASSOCIATES, D.P.C. ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKH AVE N, NEw YORK 1 17 19 & OPEN GRATE COVER N.T.S. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE N.T.S. DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED, THE ALTERING ARCHITECT`ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC © L.K. MCLEAN ASSOCIATES, D.P.C. PROJECT: TOWN OF SOUTHOLD SUFFOLK COUNTY, NY O L D SOUND VINEYARD 8" THICK REINFORCED DRAINAGE NOTES RESERVED CONCRETE TRAFFIC BEARING 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 PARKING SEE SIGN SLAB 24" DIAMETER FOR ® CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI @ 28 DAYS ACCESSIBLE SURFACE AS PER PARKING 9650 OLD SOUND AVENUE, PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS ,DETAIL MATTITUCK 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE NY 11952 PER DRAINAGE PLAN) BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE VAN NOTE: ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ACCESSIBLE SIGN HEIGHT SHALL BE SET ISSUES/REVISIONS 4" MI THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT 1 TO MAKE IT CLEARLY VISIBLE BE SHOWN ON THE PLANS. TO ALL PEOPLE WITHIN THE Description No. Date DRIVER'S SEAT OF ANY 8 1 10-28-24 BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN VEHICLE AS PER NOD FROM TOWN ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE z ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. ® ® NO DIRECT PAYMENT WILL BE MADE - GREEN BORDER AND O STEEL POST (3/8") 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET (2"X2") RESERVE LETTERING (2" HEIGHT) ® FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED WHITE BACKGROUND AND oo Z' ® ® BY THE ENGINEER. PARKING 3/8" MARGIN °a 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. 18' HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE �. � BLUE INTERNATIONAL EFF. DEPTH AS PER SITE PLAN oa�oo (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. z :°"' I ( . CONCRETE BASE SYMBOL OF ACCESSIBILITY _ eao ° ° o�e o° _ 10'0 DEEP PRECAST FOR SIZE) 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS CONCRETE LEACHING UNLESS OTHERWISE NOTED. 3/8" GREEN BORDER RING 41 as 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING 1 1/2" GREEN LETTERING (n ao$a o DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE y m oo�o GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND �12"� WHITE BACKGROUND AND ® ® o SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF 6 o�° TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND 3/8" MARGIN HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT o�°oo PAYMENT WILL BE MADE FOR THIS OPERATION. S ( G N A G E F O R 2' MIN. °ogaa°o�ao °� CLEAN SAND & 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". ACCESSIBLE SIGNAGE FOR ACCESSIBLE PARKING GROUND °°gd ooa o0 os°o GRAVEL FILL PARKING N.T.S. p WATER AS APPROVED REINFORCEMENT NOTES: 2' MIN. 10'-0" 2'MIN. BY THE E.I.0 N.T.S. 1. STEEL REINFORCED ON LEACHING SECTIONS NOTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. v CLEAN FILL MATERIAL IMPORTED FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL 2. STEEL REINFORCING ON CONE SECTION 12—#2 DRAWING TITLE: U ORGANIC MATERIAL & CLAY. VERT., 1—#3 TOP, 1—# BOTTOM. N.T.S. a SITE DETAILS SEAL & F RE: Drawn By: MF cn° A, Sj1 O^ Approved By: RAS o e"�� Scale: AS NOTED Date: OCTOBER 28, 2024 U) o 0 0o I r ' File No: 24082.000 1 Sheet No. N 't 41N NOT FOR CONSTRUCTION S\ o O In FULL SIZED PLOT SIZE: 22' x 34' \ � - _ I \ I - \ U -� / o h / - - - ___ - _K- ,4Y �33 � \ \ I // \\\\\\\ \\\�\\\\\\� /�/ z// \ \ -0-O� pW^ DEVELOPED / 2/ z"e a \ +� I \ PUBLIC WATER N F CANDICE & RO ERT ROT /- / `v W o "*`a 4 �'/ / / p 10120 OLD SOUND�AVENU7 I ) 1 I c��� ` I / / // / \\\\\\\\\\ \\ �\\\�\\ -�// /// � \ \ \ 151, ti`y' ( g' S'20°07'40"E � MATTITUCK NY 1195z t N � i9 � .U� N ya`�_ a o o N iO_ / / �/ / , \ \ W q TAX LO 9 a +�7 •. • C q�}�O� yP 350.00' �� \ N y @v� a m ,�y � p \\ \ ��� ���_�11 �'��E_ f��! /1 \ �"O / I 1 _ .- L _ •�nr-.wiser..-�_,. ^'� ,'>c,''n O,`.�' ti S •y c�O�� y` �� // / O \\ \\\\\\\\ \\ \ / / \ sou v a9 nd ��m O l a Q O O '� O R• •� A of --- _ - _ -T- N/F JASON H�A AS � N�BOZENA d: MACIE C O I�i ,i�" �?C y O� a l>! 1 a / /// \ \\\ // / \ sound Ave nd A e \ / �tej � t`� 1 5.70 290 COTTAGE RAY ny o y a O _ h MATTITUCI�NY f952 GIERASIMITIK y R a y :u a / tJ'1� o� N/F OLLY pLCH�JpIDT \\ \ �� /`L O�.y 2 2 Q P �� / EXISTING TAX LOT 23. N/F CRY TAL BOLLING N/F JUANrrA MCKINNEY 480 COTTAGE WA y I o x y' tom. �i 90 COTTAGE IPA //////�\ \\ �\\ \\\\\ \\\\ / \ dAve soundAve ly 36o COTTAGE SAY �120 COTTAGE-1FAYb2 a{ATTI!$I�K, NY 1195 �i /�� o� �� a / \ / / a o , „ MA fTUC$ NY 119 MATTTTUCI� NY f19 � p hi _%N �_ �� M TTITUC$ 1 9 2 / �\ \\\ \ Pi_.`:`' BOAF D / I l TO REMAIN -�A$�I"v'T 23.21 TAX L0 20 0 i 0o v , ��C vF `c� / / / 1\` / >., U fl G 1 � y °p. � to �o m TAX LOT 3 1 �'' / 5200 E TAX LOT 3. a �- s y/ ��p�� �W�M 6 ( \ ,.; 1 32 1: 30.81` S °08'0 "/ , ,1 I S20°21'0 "E g; S1 °D'4'40" b ��� 1. /` ba 11 l / \ 1, `11\\\\\\ \ \\\� �j �� ,'.�'' -� � �x �a ,: ` °Cril Sao 1 0 _19 251.14' \ S20 1� 0"E -c 12 51 / l/ 11 / \ / Gj sb Wq DEVELOPED ,s _B �8O .: �� i. sn �'\ �_ aoe ,.0 // / 1 1111 111111 \\ /i �- -� \ \ \ � N EXISTING HISTORIC & ' / k \ \ {:• / 1 II1 \ \ o �O G / e �m t ,T, S2 RENOVATED SMALL BARN &>�x x � -�4P'a r" x -� x�--- - +�_ _�_ __. -.-..-� >__. I - .� 1, . I 11 \ // / -- \ \ \ \ c ' PUBLIC WATER 4� �h ti / 5 J POTTING SHED TO REMAIN �� /__ I r II I I III 11 I __ o R s, N31 -�. . TEST HOLE'.' { 4,� . j -- . I I 11 \ / s , 1 2 1 ® \! LOCATION t.:-• -' - - I I / s t �. . . . _ _ I J .'. '.'..'.. III 11 I III 111 \ 0 `� , I 1 l .'•.' : . �.' �•'.'•'•.' I I ' II ' PROJECT \�_j i ,� _ 1 1 \ \ 1 I LOCATION� .'•\•�.'•'••.'• ION 0 _ I 1I I O Wo �1 N 4 r / I I I �11�0� 1 0 >e I:j /. I I Ii �' Ir II a \ I PROPOSED U.G.' '•\'•�'•' /. \ I HOLD R � 'ti •'�•'•.'-••.'•�•.'. •'•-•--•'• F OWN OF SOUT 2 S w I WATER SERVICE t� ACE WAY I q • .'• .'•' I 9 COTT l I y \ PROPOSED 30'x70' . l. . .1 \� T7'TUCK, NY 11952 I 1 I 'r I i� ' • • ' :':': \ . .' \. :\. C'. .'.' ' I 1 \ • . L O ti T LOT 23.25 1 � �ta� STORAGE OFFICE / ' '- I I_ -:P NTED•AL• ARINO' � _ _ a.' UNDEVELOPED I � 'a I L OCATI ON MAP / 0 W t63.9 � I' i �' I• -. •:-. •:-.\-. .:- .:\•''.':•. ' . . �.'•: .'•. .'-. .' : .'•: .'•: . •J J I I II \ \ \ :'� � : �i \ 0 \. . N.T.S. i 0 1 ____j ° PROPOSED U.G. J 111 NIP CANDICE & ROBERT ROT --\-- �-� \ i / �O l VENUE �SOUND A \00 OLD -�'••99 ( ` ELEC. SERVICE I \ / \ I C NY 1f952 •',-'' •'•.'• •'''• '• \.'• .'• / \ MATTITU ° . . - '� I \ _-� \ PROJECT DATA \ \' I /// \ / / ��` L /Y TAX LO T 8.2 / // tt� � � r _ DEVELOPED '.' '•'.' • •' •�•••I•'•'• •�.'•'-.-- \ . / / \ .•.•.'•,.',-, . .',•'. '•'. .'• _ T - saxa�ss- ��� ,l$ \ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) s-,-. - - - �,;r n / PUBLIC WATER - - _. . .__. _.__ - _ - - - - - - - - - - - -.- . _\_ •T•, / /J ZONE R 4 i \ T - / NORTH FORK PROJECT 3 024.004 > - - �•,. + •,..� t..r {� 4:,� � � � � -� .•- •.\ -. • \ • • �':'•� ��' / ,, •ZONE x�� / �-- -- PO BOX 541 4 ,- a 0 --� :' :':: ::':: ::l:: : .'.' .�. . �w r"42,0 32 40 W -45,7r'�',�•' . .�> PROPOSED / �a I 0 �• .'•_.d SS y.rye - +"�.' r, -'��,�•- _ �' �ti / / \ \ NEW YORK, NY 10012 l I /� / / \ ,L_. �: ' 20 X24.2 ADDITION I_ - ? - - - - - - .�. .' .' l y .��T.' • '/•'•.'• - '-'. l / / \ / qw �� 0 W :' , FOR CONVERTED a s / f -�1 rl�, .I - - - '' 1�'- / .'- .'=�.'• . .'�,'.' •'.' '.'.').'•'•'.'•'•'.'•'•r.•.•'•...•.•'.•.'• ••'• l• •'•V.. / l 111 l / / \ 508-636-7010 -,° : . .. :' TASTING ROOMS / ` / :' �'':' . d/ / /� / / \�\ q Why /� p O N/F DANIELLA KOREN o �� / tij // f I 1 ' / -\ LOT P/0 008.001&024.004 �k7-.�? ��/ // 9780 OLD SOUND AVENUE � w W .PLANTED.'•' '. • �0.' / / / / , �`- --/ /� L. / �.'A / , / / ///// /// / / / / \\ I W MATTITUCg NY 11952 Z� t° / _-` q g , q (y. / TAX LOT 24.5 N�r �ARPL'ES :•1: ( ( ( r / // / / / * \ \ �\ SITE AREA................. 548,558.44(12.59 ACRES) 1 / \ /O // DEVELOPED :' $•�, ��; ---- -� I--- .�--- __I I l ' I l I I / ////`V l / \ r PUBLIC WATER ,sn,Y ':- .' i. . •-T. T- / // / �o o l • .•.' .'•'.•.� ' �.'.'• •.'-'•.'•'• / `V I ZONING..................... R-40 0.74 AC R-80 11.85 AC / S19 0 'E (ACTUAL) . / / •. . . . . / //// o \ \ \ USE........................... WINERY FARMHOUSE / 1 / '�a/ _ / i I I { ••./'•.'••'••:-••- SITE CIVIL[ •' � ENGINEER: PROPOSED / / 1 1 / �..'E1� RVl E-. .'PROPOSED OUTDOOR J _,_�_'A RPZ IN . I / / // •' / \•SEATING AREA J .�• ' . 1. . f /HOT BOX \ F�.'•'•�.'�'�•�.'•'•�.'•'••.'•'••.'• ••'•'••.'•'•�.'•'•�.'•'••.' a • / ( \ \ •�•.PROPOS'- - / / �'PROPOS D _ _ E NCLOSURE •+ E 2 . •EXISTING HISTORIC VILLAGE BLACKSMITH ••'•-'••.••.'••'.'•••.'••-.-••�. .'•' HY RANT .'�',-I--••.'.'•',•.'•'••.'•'••.'•'••. . O W D '`'�.��.'•'••.'•'••.'• D MESTIC ATER TO REMAIN TO BE CONVERTED TO // .P N D G / q SERVICE '•' TASTING ROOM & MANUFACTURING 1�1 .,..1.7 1 LA E A� INt / b /// / / / \ \ \ �� \ /-•.P' D.' 'ERL'�'•.. 1 I. LAtJfE M 0 . ./.'..I.'..'.. . . ... w . . W TO C NV �T-.EXISTING ELL BE 0 ER ED TO \\\ .'�----------- ----'••-•'•-' '• / . ... . . . . .1 1 / IRRIGATIONL .'I•••� ti I. l'. .'• / J /1 / c I . AN ASSOCIATES, D P �'�P NTED CA FRANC' � .'�'•.'.'•••.' ••.-••'. --•••. 1 D.P.C. LA B J } •i• N a37 SOUTH COUNTRY RD. BROOKHAVEN NEW YORK 11719 ENGINEERI G AND SURVEYING r7 PROPOSED 4 I ,l �.I f .4.'1', .'•, '•• .'•, .'•, .' /' / \ N20 09 55 W ACTUAL 42.57 l. .'•'. '.'•'. '.'•'. '.'•'. '.' / >�' ''- I. \ ( � .'.'�\�•�:'�.'••:•-•.'•••:'•.'•••.�•.'�•�:' . 1. ( _ �•.•:�'•.•:'•.��•�'•.•�••:'•.-•>!•'•.'�.•.-•.'•.•.••.'•_.•.••.'_.:_•.'•.•:-•.'•.. . .. . � � N22•Sf"30"1► DSdD FIRE HYDRANT :8 4'.•,'.• . •. J •. •\•.\.'•••,'•',•, ;� :° IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE r 1 �37 _ / / / p � -�. / // -- J DIRECTION OF A LICEN SED D ARCHITECT i3 WATER I '•.�•''.'•'•.'•'•.'•'•.'•'• '•'•.'•'•.'•'•.'•- '•�• -• '• - '• '•�- '••• � E C ENGINEER TO ALTER IN ANY WAY ANY 1 / ER SERVICE \ / � , I / sS T THESE DRAWINGS.J [ \J m ITEM ON E E V / WIN S. IF AN ITEM BEARING THE SEAL F A ( G I I E L O N ARCHITECT I L LLC l F 2 E Nf _/ N 3 L r. I / i. s - OUND AVENUE x . r ENGINEER IS ALTER 9520 OLD>� :r.4 .s :5•• 3w F."1'' f i'� 'i... �. ALTERED, THE ALTERING ARCH• • .., w '`' '+, :�.... .�.r. . .,.•, . ., .,.._ .0• •:e r. L I ITECT\ENGINEER SHALL AFFIX TO ..•...�. ....,i:..^.i;".... ..i,. ... ... ..^1. ....... ... ..............cor.:.a. _. r,r.i..,.. ;.z �r.••- .r. 'S�:%�<;t�' 1\\ , 6' .k i.F; arc .x.�'.: •� I \ r'F _ MATTITUCY, NY 1f9 \ ( j " ! ..t ......_ ,... :•.•.... �::.- .,.:;q:.,.•u ,;tk',:....,.r.• .. .:?;;{:g7.;.`p'`•E'<.'z� :1:.e: .,.. GRAVEL PARKING {I` HISMER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY 4 ;. ,:. Y _ 1 LOT 2 .3 :a�Cr�j r:i'":� r. t: L•`' C y..- •::, ;,.-..-,.. ;% _' HIS ER SIGNATURE AND THE DATE OF SUCH ALTERATION AREA FO s .'"t . -aI.IJi. M UC AND A SPECIFIC R 36 '1 •4 4^ • �. .et a ..e. .� :4, .<:.., // DEVELOPED �JZ"i`v , , f•>;t :.', s s;a +;;;PARKING STALLS rz. ;p:; y ;;c �;t r ,;, // / \ DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AND a'lc :Y:. Ir Yx: :r. t.. 1. .''Y. 5:4 ,_.5 ..; . 3' t:fi • ,q „{rA,: /� �_ I ( ( l�/ / \ ; �'t't' .`,p-"j :+s :- ::'r �:` �'' �•;"'' / / \ / / \ SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A PUBLIC WATER \ _ ri, t. rw:f u' Fi'' b. s: r \l / / / / \ .1. :,n#• ' �i rot ^�" .^-: ')'.: Si I / /� - %''s " \ \ / /// I / \ \ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. rv, ..,.- :.:: i . ; / / / _DCVO \-t,� \� x �'�`. � \ - x ..x - - _,_�, x McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE / \ I o _ - N/F COUNTY OF�S FFOLK N ^ p / �� _ \ P7 �} In Cp^W O)p<-INN N��� �, \ N2O° 1'3S"W \ \\\\ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ,- N20 06'35"W ^� 1 AEI \ � 1,258.22' LOT 5a i ° -- PROPOSED T LOT 4. N N /O y 0) Co f 0) (I� -P C,� N N N W P 3O 3 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / \ \ (/� / �34� 31 0'- ) / I /ry / / /ry j j I � � � T I / � I � / ( I \ \ \ � 1 \ 1m. I ) \� \ \ \\\ © L.K. MCLEAN ASSOCIATES, D.P.C. 1 4 -38� ACTUAL / DUMPSTER / / �' N8rsey0;W(D BD) ^h MrZS'�'V(DESDJ / ( l J t � / H��A / / ( / ) / I \ 1 I ( I I I / I I I I I I I I I , \\ yam. --->.,,,� .. \ N/BsUFF`oLxcoUNTY \ \\ PROJECT: 1 ` \ / � / � z UNDEVELOPED I .� `--�� WATER AUTl�ORITY 1 1 \ i ) l ( ( / / \ \ I 1 1 1 1 I / / / / 1 I I I ` X �t \ � \ TAX LOT2¢ \ \\ TOWN OF SC► UTHOLD / / ` / ` 1 \ � � � � \ UNDEVELOPED \ \ � / .-- � ) � ) � \, � I � � / I I I � / / / � � � 1 1 I I I / / / / / I I i /� \ \ \ \ \ \ 1 � � � \ ��\ \ \\\\ \ SUFFOLK COUNTY, NY > > 7 > > � _ - > SITE PLAN . > r i � � � � � l> � � 4 � �; � � �� � � � � 4 \ SCALE: 1 "=60' / �. �/ > PROPOSED. 2,100 SF > \ D gp 120 / OLD SOUND VINEYARD > > � > 1 STY. > > - > > \ Feet / � STORAGE BUILDING > > > > - -3v -� > WITH BASEMENT > > _> _> 1 > > > / (F.F.=35.2) > > > > > > > > > > > > > > > > > > > > > 9650 OLD SOUND AVENUE, \ > / > > MATTITUCK, NY 11952 L i > > > > > > > > > > > > > > >� > > > > _� > * > ISSUES/REVISIONS __ _. _ _ __ 4--- -_ -�____� 10 -!�� _ 1 _> Date. 1116/24 Description No. Date _> 3 _> > > 4 > > > �. > - 1) > 1� 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. AS PER NOD FROM TOWN 1 10-28-24 /> > PROPOSED MAC "R" AIR > J LEGEND: 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED -� > BLOWERS MODEL MAC80RI1 SANITARY SYSTEM. SCDHS COMMENTS 2 02-11-25 4 � � � 33.5 Brown loam OL >- > > * > rO >ON CONCRETE PAD TO BE PROPOSED CONCRETE SIDEWALK 33.0 ------- 0.5' 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY > 0 / > _> 9 HARDWIRED TO CONTROLLER SYSTEM. __)"" � � > > �\I/> > > > t _> 1 � 7 > >� > / 'Z.;-:,;,-;�- 4. THERE ARE NO EXISTING SANITARY SYSTEMS ON SITE. > _ _ t �i\ �/ > > > PROPOSED FUJI CLEAN � > PROPOSED GRAVEL PAVEMENT Light brown silt ML 5. PROPOSED WATER SERVICE TO BE INSTALLED MINIMUM 10' FROM EXISTING >j > .> > CONTROL PANEL IN NEMA 4X > STORM DRAINS a' > ti �` -> _ - ___ _ - _> - ENCLOSURE --)- - - - - N- -- - PROPOSED BUILDING � . -1°.> > } > o C`,> � a tx 30.5 -------- 3, a I j > > �Q > > PROPOSED VENT W/ > tit / PROPOSED TOPSOIL & SEED • - > > _> '� R4 CHARCOAL FILTER 18" MIN. , ti / ti > ABOVE GRADE, 36" MIN. y2 10, > ~0 _> > > _> > 'FROM ANY WINDOW OR DOOR.> /y PLANTING AREAS p I �� > > > > > > . -- -1 4 _> / c41 f --- I° > PROP > ��-�� > / - PROPERTY LINE / . I > S STY. �84 D 1 CO' S? w� . j > > --Q- PROPOSED CONTOUR > SF '`ice > g�� 0 >1 > > Pale brown fine sand very fine sand SP �' a > ADDITION GRADE A > �o✓DM > -11.0- - EXISTING CONTOUR C � �� > > 3 > > TASTING ROOM � � 5 I "�.. > / > > > / col 0 I > F•F•-36.1 1N_> > > > IN j > /> > > / I �� PROPOSED LEACHING BASIN + SFI STING 675 > >_�> FE i I > > > I I- PROPOSED 15" CPEP SLgB ON GR > -"� > ���)- > . / DRAINAGE PIPE CONVERTED Tqs�N� > �LP�� BUILDING > _> I . . . \ 1 F.F._36.j > > > > > > > _> ./ . I` O i PROPOSED 10'0 SANITARY 3 > > > / I ,_, LEACHING POOL . . . `> W-w > > > - > > > /-, > I . O OQ PROPOSED FUJI CLEAN CENT I A OWTS u > > 1 I STc / DRAWING TITLE: / ® > >�> .I i'-� 17' > > 11; / 16.5 PROPOSED SANITARY L > _> > > > I . k FE PROPOSED FUTURE EXPANSION > ✓ > > 4 \I/ / . I- I * NO WATER ENCOUNTERED - PLAN 1= > , > - HIGHEST EXPECTED GROUNDWATER @ EL. f 1 .5 > > > > > I\ / I I pM ,�� PROPOSED DISTRIBUTION MANHOLE TEST HOLE Desi� B MF 00 r- > S PROPOSED SANITARY PIPE SEAL & SIGNATURE. - Y '2 o / I. • . I. W . PROPOSED 2" DOMESTIC WATER SERVICE N.T.S. ®F `. Drawn By: MF Y- 0 _ _I _ _ _ _ ` N4,y Approved By: RAS - E PROPOSED U.G. ELECTRIC TEST HOLE PERFORMED BY MCDONALD GEOSERVICES 1 1/06/24 �, g A O\ Sl Scale: AS NOTED I O I ' I . TEST HOLE LOCATION Fah Date: OCTOBER 28, 2024 IV/ N0 . I � - ' I . - . N oN � ��6� c`r Sheet le No.No. 24082.000 NN ENLARGED SITE PLAN 9� ��� o SCALE: 1 "=20' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES F SSIONa�'� S 1 E ICES FULL SIZED PLOT SIZE: 22" x 34" POWER SUPPLY CONNECTED TO DEDICATED 120v AC. SINGLE PHASE, 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FUJI CLEAN CONTROLLER AND ALARM PANEL. ALLOWABLE SITE SANITARY FLOW PROPOSED MAC10OR11 AIR BLOWER. POWER CONNECTION TO s BE HARDWIRED TO CONTROLLER AS PER SCDHS & PVC PIPE FROM MAC "R" MANUFACTURERS REQUIREMENTS. (SEE S3) BLOWER TO AIR INTAKE PROPOSED GASKETED, LOCKING COVER (POPULATION DENSITY EQUIVALENT) GROUNDWATER MANAGEMENT ZONE: IV 600 GPD ACRE s°°"dA e - 2"O (2" MIN.) HDPE VENT W/ CHARCOAL FILTER 18" MIN. AS PER MANUFACTURER'S HEAVY DUTY GRAY IRON (CL35) FRAME & SOLID ( / ) � ABOVE GRADE. 36" MIN. FROM ANY WINDOW OR DOOR. REQUIREMENTS COVERS SETS BY EJ OR APPROVED EQUALS USE 600 GPD/ACRE X (12.59 TOTAL ACRES - 6.03 ACRES PLANTING) s°°"d"ye 18"� HEAVY DUTY CAST F.F.=35.20 CONC. PAD IRON LOCKING COVER MODEL No.: V1600-3 RG REV GS CPH2 CV UND dAve Sound All / = 3,936 GPD Sound Aye m 10" x 15" QUAZITE 24"� HEAVY DUTY CAST ENCLOSURE WITH COVER PVC PIPE FROM MAC "R" IRON LOCKING COVER EXISTING DENSITY o m STOPPER OR END PLUG BLOWER TO AIR INTAKE AS PER MANUFACTURER'S EXISTING GREENHOUSE = 1,685 SF X 0.03 GPD = 50.55 GPD �I " GRADE= REQUIREMENTS EXISTING SHED = 245 SF X 0.04 = 9.8 1 '�I D i 34.9 TOTAL = 60.35 OCT 2 8 2025 PROPOSED U.G. e 10 ELECTRIC PROPOSED DESIGN FLOW N A A- 1' MIN / F11, d . . .,a,RD . e A e E e i PROPOSED 1 STORY STORAGE OFFICE BUILDING • v v v v v v 2'-6" MAX 24" MIN. 4" DIA. -Q '� " A A DESIGN SEWAGE FLOW RATE: STORAGE = 0.04 GPD/SF PROJECT SDR 35 PVC PIPE -v v v - - OFFICE = 0.06 GPD/SF LOCATION -----_. PITCHED MIN. 1/4" PER 1' --------- --------- ------------- ---- d: • 20" PROPOSED 1 STORY WINE TASTING BUILDING ADDITION & CONVERTED BLACKSMITH BARN CAST IRON PIPE TO PENETRATE _ _ DESIGN SEWAGE FLOW RATE: BAR (WINE TASTING) = 10 GPD/SEAT FOUNDATION WALL MIN. 2' LOCATION M A P INV. = 33.20 4" SDR35 PVC PIPE 4" SDR35 PVC PIPE ' 2,764 SF X 0.04 GPD/SF = 110.56 GPD a " 0 J" PER FOOT ® A" PER FOOT 806 SF X 0.06 GPD/SF = 48.36 G 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 EG INLET r DCDLEANOUT TO O WITH 4°'. 60T35 GPDAL T+ 558.920GPD ED = 619.27 PROJECT DATA e GRADE o O APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) SYSTEM A: SANITARY NORTH FORK PROJECT 3 (024.004) " 541 TOTAL DENSITY VS. ALLOWABLE DENSITY PO BOX K, ZL NEW YORK, NY 10012 PROPOSED BUILDING 2-- 508-636-7010 ACTUAL DENSITY: 619.27 GPD 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 "r' , . PIPE 0 PER - - PROPOSED HEAVY DUTY AND ,.• .. ::. , � � �" 36 GPD 619.27 GPD - 43.73 GPD REMAINING N.T.S. LOCKING CAST IRON COVER TO SITE AREA............... RIM EL. 33.90 4" SDR35 PVC PIPE ~ '''% •,< ' "' . �.; : FOOT MIN. S •• 548,558.44(12.59 ACRES) �:.: • . ...... : '. :. . INV_=31.33 ® A" PER FOOT ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) PROPOSED CONCRETE CHIMNEY MIN. INV.=31.50 D I STR U B U T I O N/SA M P L I N G SEPTIC TANK C E N 7 WITH H 2 O LOADING KIT REQUIRED: 1 DAY SANITARY FLOW (617.27 GAL) USE........................... WINERY/FARMHOUSE MANHOLE 0 �E WITH H 20 KIT 2.0'MAX. N.T.S. PROVIDED: (1) FUJICLEAN CEN-7 I/A O.W.T.S. CHIMNEY 20 2.5'MAX. N.T.S. SITE CIVIL ENGINEER: 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. SDR 35 PVC PIPE PITCHED REQUIRED: 50% OF LEACHING CAPACITY ENGINEERING AND SURVEYING asi sours+ couNJRv i,o., ei�ooKNavEN. NEv roRK ivis 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 INVERT (IN) MODEL No.: V1600-3 RG ELEV. 31.2' REV/GS CPH2 CV UND DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A (IYP.) RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. PRECAST CONCRETE RISERS McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 8" MIN SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY CONCRETE TOP ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC SLAB TO z'-o wvt z4' TOP OF RINGS FLOW OUT SUPPORT H-20 CH "� REFERS TO THIS © L.K. MCLEAN ASSOCIATES, D.P.C. VEHICULAR POINT 4"0 SDR-35 LOADING - --- PIPE STEPS ARE COPOLYMER TO BE I / PROJECT: POLYPROPYLENE ( I 25'MAX. COATED 1/2" I / / TOWN OF S O U T H O L D STEEL BARS AT 12 COVED MANHOLE FLOW OUT S U F FO LK COUNTY,' NY O.C. JOINT SEALANT TO BE 1" BUTYL RUBBER FOR ALL JOINTS PROVIDE CONCRETE INVERT ( _ FLOW OUT NON-SHRINKING 5 LEAST TO AT ( O L D SOUND VINEYARD MAST JOINT THREE-QUARTERS I( ` 13.67' EFF. DEPTH 14' SEALANT OF THE PIPE 4"0 CAST IN PLACE DIAMETER OF THE I PIP SDR-35 FLEXIBLE RUBBER PIPE I PIPE SLEEVE WITH STAINLESS STEEL FLOW OUT 9650 OLD SOUND AVENUE, STRAPS OR FLEXIBLE B. MATTITUCK, NY 11952 RUBBER BOOT CONFORMING TO ASTM C-923 '��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 02-11-25 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. I 3' I (MIN.) 3' COLLAR COLLAR I I . • BOTTOM OF _POOL. �.0�. ELEV:..24.53,.. ._ (TYP) 6' MtN.:, PENETRATION INTO A VIRGIN STRATA OF I DRAWING TITLE: SAND & GRAVEL.. k : � SANITARY DETAILS q. I- � - - 3' MIN. ABOVE HIGHEST EXPECTED GROUNDWATER BACKFILL MATERIAL Design B MF CLEAN SAND AND SEAL & SIGNATURE: 9 Y -- Drawn By: MF GRAVEL F N� Approved By: RAS �tC A. ST r0 Scale: AS NOTED FFl � Date: OCTOBER 28, 2024 File No: 24082.000 - - - - - - - - - _ - - HIGHEST EXPECTED WATER ELEV.=f-1.5' i ' t - - - - - - -- - - -- - - - - - - - - - - - - - - - - -- - - 1 � Sheet No. PROPOSED LEACHING POOL TYP . ~1 Mgr �� N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � .-_� �� S2 ss l FULL SIZED PLOT SIZE: 22' x 34" SCUM BAFFLE-1 B CHAMBER Volume (gal) 2" Sedimentation Chamber 397 SPECIFICATIONS 2'-11 r-a 2'-V Anaerobic Filtration Chamber 396 2910 2910 (9'7") DRAWING NUMBER ve 3 Aerobic Contact Filtration Chamber 181 00 25110 20 $� 8530 28, TREATMENT METHOD CONTACT FILTRATION MEDIA METHOD �u^dp % 8,� ( ) Sound Pve Clarification Chamber 90 475 680 830 525 0 2390 6 MODEL NAME FUJICLEAN CEN-7 soundA"e ECIRCULATION 1,7„ ( ) (T1°") Disinfection Chamber 6 ACCESS COVER ( ) ('3) (2 9) (1'9") ACCESS COVER RECIRCULATION AIRLIFT PUMP EQUIVALENT PERSON Sound Ave AIR LIFT PUMP 450mm(18")dia. 600MITI )dia. FLOW BAFFLE DISINFECTION CYLINDER DESIGN HYDRAULIC LOADING TI © Total Volume 1069 (CLEANING OPENING) o ma ISINFECTION DESIGN INFLUENT QUALITY BOD 200mg/L T-N 45mg/L SS 160mglL CYLINDER(OPTIONAL) -ale, —� 00 a N N DESIGN EFFLUENT QUALITY BOD 10mg/L T-N 10mg/L SS 10mg/L d 0 G) N a m 1O SEDIMENTATION CHAMBER EFFECTIVE CAPACIT 397 GALLON r U T 4"INLET PIP °OUTLET PIPE SPECIFICATIONS -- ------\I--------- �o 2O M M vC_ ANAEROBIC FILTRATION CHAMBER EFFECTIVE CAPACIT 396 GALLON DZ -- n 4 Anaerobic Media PP/ PE J ti j 1 © : OUTLE PIPE O3 AEROBIC CONTACT FILTRATION CHAMBER EFFECTIVE CAPACIT 181 GALLON Z n pr +' I I VU10 (4") T. mM 4, „ A Board Type Aerobic Media PVC / PP/ PE = I INLET PIP ® CLARIFICATION CHAMBER EFFECTIVE CAPACIT 90 GALLON C ND VU100(4') �� Q � �Z Aerobic Media PP/ PE A °°A I N A co,' °N A �n A N 5 DISINFECTION CHAMBER o vo EFFECTIVE CAPACIT 6 GALLON >X CD NC I TOTAL CAPACITY EFFECTIVE CAPACIT 1069 GALLON f— CO o n Blower 3.5cfm N A '--EFFLUENT o I\ SPECIFICATION OF DEVICES n o , 'PROJECTTank FRP _____ m EF LUEN AIR-LIFT PUMP ANAEROBIC MEDI POLYPROPYLENE OR POLYETHYLENE PACKING RATIO 46% AIR LIFT PUMP Piping PVC /PP/ PE \ s s 41 CONTACT MEDIA POLYVINYLE CLORIDE,PP OR PE PACKING RATIO 17% DATE:NOV-2020 INLET BAFFL o N o m N Access Covers Plastic/Cast Iron N - N AEROBIC MEDIA PP OR PE PACKING RATIO 55% BLOWER DRAWN BY:MIYA © = Disinfectant(Optional) Chlorine Tablets INLET BAFFLE *�_3/4" _____ NORMAL OUTLET POWER OPERATION REQUIRED 400 l 1055 1055 1 400 J 2-1/2"VENTILATION PIP AIR INTAKE BLOWER OUTLET DIAMETER RATE MODE UNIT REVISIONS: (1'4") (3'6") (3'6") (1'4") 18mm 10.5cfm LOCATION M A P"RECIRCULATION PIP SCUM BAFFLE 0UMI 13mm(1/2) 1.7kM/day CONTINUOUS 1 I-FLOW BAFFLE J 3/4"AIR INTAKE FLOW OPENING TANK MATERIAL FRP PIPING PVC,PP OR PE RECIRCULATION PIP (CLEANING OPENING) B TOP VIEW INTERNAL PLAN VIEW ACCESS COVER CAST IRON(H20) FLOW OPENING(TYP. PLAN VIEW DISINFECTANT(OPTIONAL) CHLORINE TABLETS PROJECT DATA *1 TOP LOAD IS DESIGNED FOR H2O. *2 POWER IS SINGLE PHASE 120V. APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) *3 G.L.IN THE DRAWING INDICATES TOP(ACCESS COVER)LEVEL. 024.004 2340 *4 DISTANCE BETWEEN BLOWER AND TANK SHOULD BE I Om(33')OR LESS. NORTH FORK PROJECT 3 (024.004) ISINFECTION 78 PO BOX 541 24"ACCESS COVER 2910 1170 1170 *5 PLUMBING BEFORE INFLOW AND AFTER EFFLUENT ARE NOT INCLUDED. 20"ACCESS COVE 20"ACCESS COVE 24"ACCESS COVE CYLINDER(OPTIONAL) (97") (3-10") (3'10") *6 PLUMBING FOR VENT IS NOT INCLUDED. NEW YORK, NY 10012 675 680 830 725 7 POWER POINT IN THE VICINITY OF BLOWER IS REQUIRED. i� 508-636-7010 (TYP) (TYP) (TYP) (2'3") (2_ (2'9") (2'5") DISINFECTION CYLINDER *8 BEARING POWER OF SOIL SHOULD BE 60kN/m2(8.7PSI)OR MORE. LOW OPENING (OPTIONAL) STRE GTHEN COLUMN LOW OPENING .*9 EXCAVATION AND RELATED JOB ARE NOT DESCRIBED TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 RECIRCULATION PIPE INSTALLATION HEIGHT LOT P/0 008.001&024.004 -' G.L. G.L. N - �.L. c.L. ITEMS RISER HEIGH INFLOW INVERT FFLUENT INVERT TOTAL HEIGHT �" co; SITE AREA................. 548,558.44(12.59 ACRES OARD TYPE o 0 0 MINIMUM SIZE H:150mm(6") G.L-520mm(1'9") G.L-570mm(111") H:2380mm(6'10") g CONTACT MEDIA NHWW o w MAXIMUM SIZE H:600mm(24') G. G H L-970mm(3'2') .L-1020mm(3'4") :2830mm(8'4") o V N a BOARD TYPE �i •••••••••... CONTACT MEDIA ALLOWANCE OF Vo ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) *2 INVERT HAS ALLOWANCE OF+-10mm(+-0.4"). ^� *3 THIS DRAWING REPRESENTS THE MAXIMUM DEPTH. USE........................... WIN ERY/FARMHOUSE INLET PIP TO UTLET PI E �� m °N J VU100(4") U1oo(4") �nN m PVC PIPE DIMENSION SITE CIVIL ENGINEER: w am °' AEROBIC MEDIA rn N INLET BAFFLE o COMMON NAME OUTSIDE DIAMETE SIZEECIRCULATION a v O o v O: O VP13 18mm 1/2" VP20 26 mm 3/4" TAIR LIFT PUMP 250 vUsS 7smm z-1/2" ' 1 `-�3 ("}3�. -- (t0--) CONNECT TO 6' 4" © 6' _4" POWER POINT C 20 5 182 VU100 114mm 4" 0 7 5 1 `�- 1 00�� FLOW OPENING LFLOWOPENING o a RECIRCULATION AIR LIFT PUM AERATION ASSEMBLY4�I m O 0 o INFLUENT O u r L. K. McLEAN ASSOCIATES D.P.C. EROBIC MEDIA A—A SECTION VIEW B-B SECTION VIEW SEDIMENTATION CHAMBER M ENGINEERING AND SURVEYING 437 SOUTH COMAIRY RD., BR00KHAVEN, NLW FORK 1T719 1/2"PVC -1ANAERO�C FILTRATION CHAMBER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ERATION ASSEMBLY _ C Z DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY AEROBIC CONTACT FILTRATION CHAMBER c.L. o ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ z `^J ENGINEER IS ALTERED, THE ALTERING ARCHITECTS ENGINEER SHALL AFFIX TO ou A CLARIFICATION CHAMBER HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY kFupClean tJSA AIR-LIFT PUMP I'I'1 HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AN❑ A SPECIFIC DISINFECTION CHAMBER DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND I&:�"u ter... SUGGESTED BLOWER FOUNDATIONZ SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A SECTION A-A VIEW SECTION B-B VIEW CEN-7 (ENLARGED) EFFLUENT __4 I t RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. � McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SHEET 1 OF 2 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY Structural Drawing ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC DATE: 1 03/21/2021 SCALE: 1/2"=1" © L.K. MCLEAN ASSOCIATES D.P.C. PROJECT. OCT 2 8 20 25 TOWN OF SOUTHOLD F 2910 GJS*** SUFFOLK COUNTY, NY (9'7") SPECIFICATIONS "' 00 2510 20 e" (8'3°) s" CONCRETE STRENGTH: F'c=3100PS1,MIN. 475 ssD 830 525 STEEL WIRE:GRADE 60. (2'3', (2'9") (,'9") S REBAR AROUND ACCESS HOLE. J CONCRETE COVER:2-1/2"(BASE SLAB), 1-3/4"(TOP SLAB AND COLUM #5 E.F. ANCHORAGE LENGTH:40d,MIN. �( O L D SOUND VINEYARD A FOUNDATION:4",MIN.#57 STONE. C A coa i a SIDE — ;a (5)#4 E.F *1 G.L.IN THE DRAWING INDICATES TOP(ACCESS COVER)LEVEL. n0 c z*2 TOP LOAD IS DESIGNED FOR H2O. MITI 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 N 4od D M (� o A (1,g,) CENTER �m rn j o� O�'m #4@8"O.C.E.F. q 54� CO M Nz _ ISSUES/REVISIONS 0 1.__ ' d:DIAMETER OF REBAR �p m °c �N D o �cn A a D o v \ o r j Description No. Date A A SIDE REBAR AROUND ACCESS HOL AS PER NOD FROM TOWN 1 10-28-24 Cn p> U� pj -> o = o = (5)#4 E.F 76 DATE:NOV-2020 SIDE AND CENTER REBARS ARE SCDHS COMMENTS 2 02-1 1-25 ANCHORAGE LENGTH ARRENGED INSIDE. #4@4"O.C.E.F. / 1.6° DRAWN BY:MIYA 40 x DIAMETER OF REBAR 1'9" REVISIONS: AS PER COMMENTS FROM THE TOWN 3 10-03-25 I(� = REINFORCEMENT(TOP SLAB) G.L. 2910 SIDE CENTER SIDE (8'5") (5)#4 E.F #4@8"O.C.E.F. (5)#4 E.F OD 2510 20 VERTICAL 8" REBARS A(8'3") 8 UTSIDO 4 0 2110 4 0 #4@4"O.C.E.F. G.L. G.L. N Cn O O = STRENGTHEN COLUMN 10":DIA N G MAIN REBARS(4)#4 o m ""' "". HOOP REBARS/SPIRAL REBARS#3@6"O.0 STRENGTHEN COLUMN AO"DIA. U� MAIN REBARS:(4)#4 HOOP REBARS!SPIRAL REBARS HOOP REBAR/ANCHORAGE LENGTH DETAIL c6 N J #3@6"O.C. W m ^q W NA A �m O A ao a co - - - ,p N 101, d rIF N (p — o = I� cfl •N O = �r O� STRENGTHEN COLUMN O REBAR ANCHOR 4 4 10"DIA. MAIN REBARS:(4)#4 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 VIEW a 8" DRAWING TITLE: � SANITARY DETAILS 2 M D #3@8"O.C.E.F. '= z SEAL & SIGNATURE: Design By: MF (� -- Drawn By: MF REFERENCE OF REBAR ARRENGEMENT(BASE) TOP AND BOTTOM ME F Nt Approved By: RAS TURN ONE AND A HALF. Z � �� A. ST ���`'�•, Scale: AS NOTED REBAR ANCHOR DETAIL / STRENGTHEN COLUMN SPIRAL REBAR � Date: OCTOBER 28, 2024 SHEET 2 OF 2 P�I U File No: 24082.000 Qz Sheet No. NOT FOR CONSTRUCTION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S��eaa�` S 3 FULL SIZED PLOT SIZE: 22 x 34" �-'_'"� REVISIONS RE-V DESCRIPTION DATE APPROVED r t 1 I \ II 4 FUJICLEAN CEN SERIES l MODELS AS PREVIOUSLY sound pve APPROVED FOR USE BY SCDHS OCT 2 102� Sound r � I/A O.W.T.S. NOTES: r F �) I sound A`+o lClean L�- �I � � }1 dAve Sound Ave USA ALL MATERIALS SCHEDULE 40 PVC (TYP) 1. O.W.T.S. SHALL BE INSTALLED AS PER ALL MANUFACTURER RECOMMENDATIONS.0 U) �a Toward Clean Water... 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 6"SCHEDULE 40 END CAP ADAPTER FROM ABOVE(TYP) APPROVED BY THE MANUFACTURE. ADAPTER&PLUG (TYP). MUST INSTALL CLEANOUT 3. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. TO GRADE IN ( 4 87 THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE ANTICIPATED SCHEDULE AT LEAST ACCORDANCE WITH l 4.53" 48-HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS SCDHS STANDARDS (SEE REQUIRED. Lei. INSTALLATION GUIDANCE NOTE 7). o o TOP VIEW WITH 4. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE BOTTOM OF THE PROJECT ~ DIMENSIONS (TYP) LOCATION LU EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN J". THE CONTRACTOR SHALL PLACE THE I/A wTOP 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. z 00 -7 Q'Ju 5. ALL SANITARY PIPING, STRUCTURES AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN LOCATION M A P OUTLET SOLVENT WELDED T� ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL 4"LONG STUB OF 4"SCHEDULE- --`� 6' SDR 35 PVC RISER a QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR N.T.S. o-- PIPING EXTENDED OTHER THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21, 2020. CLEAN CEN UNIT(TYP) UP TO GRADE r LENGTH VARIES (TYP) 6. THE ONSITE WASTEWATER TREATMENT SYSTEM (O.W.T.S.) INSTALLER SHALL HOLD APPROPRIATE PROJECT DATA ENDORSEMENTS FROM SUFFOLK COUNTY DEPART OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED fn INLET VIEW(TYP) INSTALLER. APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) 90 DEGREE LATER4 3 INLET PORW 7. THE O.W.T.S. INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY NORTH FORK PROJECT 3 (024.004) ADAPTER AL� PORTS ARO 4 DEPARTMENT OF HEALTH. NEW PO BYORKOX 41NY 10012 508-636-7010 `r 7.os" - 8. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND (TYP) 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 s.23" DIMENSIONS (TYP) LOT P/0 008.001&024.004 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. SITE AREA................. 548,558.44(12.59 ACRES) LU 1.97" 10.ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED z 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) a e7 REQUIRED BY MANUFACTURE. USE........................... WINERY/FARMHOUSE W 7.34" 4.53" 11.ALL PENETRATIONS INTO THE I/A O.W.T.S. SHALL BE SEALED AND WATER TIGHT. CAPPED VIA I ENGINEER: 4"SCHEDULE 4 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter 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. IL I I it it " 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 OUTLET SOLVENT WELDED TO 4 LONG STUB OF 4"SCHEDULE 4 into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. L. K. MCLEAN ASSOCIATES, D.P.C. 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 CLEAN CEN UNIT(TYP) ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVE N, NEW YORK 11719 the adapter and prevent any settling or strain on the adapter or FujiClean unit. 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. 1 " OF 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR IT IS A VIOLATION C THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL 4" ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." ENGINEER IS ALTERED, THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1.Square pipe ends,chamfer and remove all dirt. 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. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 3.Use a suitable applicator at least%the size of the pipe diameter.For larger size pipe systems,use a natural RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. bristle brush or roller. STAINLESS / MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) STEEL BOLT 3�" SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY LATERAL 3 INLET PORT 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. PLAN ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ADAPTER ALL PORTS 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. 1/8" THK. WASHER 4444 ARE 4"OPENINGS Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. © 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" 0-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 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees NOTES: MAX. TOWN 0 S 0 U T H 0 L D Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR NOTE:The set up/cure time is dependent on several factors.The 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 set up cure times. 2. LOAD RATING: H2O SUFFOLK COUNTY, NY MODELS AS PREVIOUSLY SCDHS Approval For Use Page 1of1 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND APPROVED FOR USE BY SCDHS SIZE DATE DRAWING TITLE Rev PRECAST OR APPROVED EQUAL. 05.24.2023 FUJICLEAN INLETADAPTER9 WATER TIGHT HEAVY DUTY LOCKING FRAME SCALE None SHEET 1 DRAWNBYMD O L D SOUND VINEYARD - - -- - & COVER N.T.S. 6 5 4 3 2 1 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 Specifications Model MAC60R! i MACBORII MA,'OOi ' ':FM 2. 1 2.8 3 ISSUES/REVISIONS 3/8" A r Flow VolUrre 5 - - - - - - - - ( 161 ) /r 60 80 �CO 2.2 2.2 C.6 Description No. Date Normal Pressure - 15 1`.i 18 ° Ra :ed voltage AC'20 I ° AS PER NOD FROM TOWN 1 10-28-24 O 0 SCDHS COMMENTS 2 02-1 1-25 FrCq,;enCy IIz 60 Pcvve Ccnsumptio W 37 5' 74 AS PER COMMENTS FROM THE TOWN 3 10-03-25 bs. APProx. 11 APProx. 11 APprox. II We ght ki APProx,S APProx.5 APProx.5 Outlet PIPe Dlarreter rCr 3/4" Power Cord ! er I rc- 6'%" 00 l,L file n u m be r E34"420 °°°try °t orig ' n Japan INDOORS I OUTDOORS rstal l iai on / OPerction & Mcintenance Notes: 0 C - Install blower on leveled So d base. Ensure cdeciuete ventltatior Q and Protect oga!nst direct surt ,ght. C ELECTRICAL - Inspect end Clem Internet air `ilter once every 3 months. I Recommend aIaPhragm / vaive assembly rePtacemert once every POWER 12 months. (Nate: a torn diaphragm wit! ,rigger the Au�cmatic-Stop function.) PANEL /4" Please mcke sure to fo'rlow t.ne instruction manual. _ I I PROPOSED 100 AMP ELECTRIC SERVICE TO ELECTRIC PANEL 20A I/A O.W.T.S. B I CONTROL PANEL TO ON-SITE I/A IN NEMA 4X O.WT.S. n \o. ONE 20A, 1 -POLE CIRCUIT I ENCLOSURE .o BREAKER ry 120 VOLT, 1 I/A I DRAWING TITLE: CONTROL PANEL I ALL WIRING SHALL BE 2 #8, #12 GRIDIN 1" PVC CONDUIT I INSTALLED INSIDE SCHEDULE SANITARY D E=TAILS 3 80 PVC CONDUIT & SIZED AS ISSUE DATE I REQUIRED. 4 3/8" Aug. 12,202o FINISHED GRADE ( ' 10) FujiMAC I SEAL & IGNATURE: Design By: MF A Drawn By: MF A ELECTRIC SERVICE SINGLE LINE DIAGRAM � F N ro Approved By: RAS TITLE APPROVAL DATE 05-1 0-201 7 A. �' Scale: AS NOTED A! i draw' rg measurements in inches(mm) • MAC60RII/80R)/100RII N.T.S. 0 F� 'f SIZE A3 SCALE 2:5 Date: OCTOBER 28, 2024 NO File No: 24082.000 Fuji MAC DWG1000971-H4 w Sheet No. 6 5 4 3 2 1 FK1-0084-11 0,21 NOT FOR CONSTRUCTION- 7 S4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES es e FULL SIZED PLOT SIZE: 22 x 34" i 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 CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR TO COMMENCEMENT OF UNIT AND SCDHS REQUIREMENTS. CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEERING 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL qe 12" MIN.IMMEDIATELY IN WRITING. HEATED HOT BOX ENCLOSURE 2. THE EUTOITINTRACPOPN IS G, DRYWELLSIBETC.LE OPRIORRTO THE START OF ANYIFYING THE EXACT AWORK. TIRE CONTERACTOR MOST 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL WHEN OPEN CLEARANCEHUBBEL MAPPR VODEL ED EQUAL CLEARANCE TESTCOOC� / \" '=_,- 1 sound v 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 WHEN OPEN �) to PRIOR TO STARTING WORK. TESTCOCK Su.nd Ave AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY (TYP.) OF 4 3,3' S� OCT 2 8 2025 i 'dare soundl'41 DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY REASON UNLESS ENGINEER IMMEDIATELY. SCWA IS NOTIFIED. 3.3' L 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE ACCEPTABLE I 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS INSTALLED HEATED HOT BOX INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS REQUIRED TO BE ACCORDING TO THE APPROVED PLANS AND SIGNING THE CERTIFICATION STATEMENT ON ENCLOSURE HUBBEL _ INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. FORM NYSDOH 1013. MODEL HB2-DT OR I I - --- - APPROVED EQUAL I I 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. I FEBCO MODEL LF825Y - FEBCO MODEL LF825Y - PROPOSED WATER SERVICES. 2" RPZ DEVICE OR I 2" RPZ DEVICE OR 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR FREEZING. APPROVED EQUAL I I APPROVED EQUAL I �. TRENCH NOTES, 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. CLEARANCE). 3.0' I I 2 1' I I WITH MSCREEN PROJECT THE TRENCH PRIOR TO EXCAVATION, IN PORT 1, UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF 10. ALL CONNECTIONS, TEES, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED DOWNSTREAM I 18"MIN• I 30" IN. ( i (TYP.EACH END) LOCATION OF RPZ DEVICE. 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING SURFACE AND MEET I I 3 3' ( 8"MIN. DIRECTION OF FLOW I - EXISTING GRADES ON BOTH SIDES OF TRENCH, 11. PROPER MAINTENANCE SHALL BE PERFORMED. I ( 33'0 MIN. DRAIN PO 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 UST AND SHALL HAVE USC FOUNDATION I I WITH SCREEN �-- --- ------- -J FOR CROSS CONNECTION CONTROL APPROVAL. (TYP EACH 4, CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND REST❑RATION WITH EACH UTILITY 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION OR ACCESS GALV. ANCHOR BOLT AS I I END) HINGE SIDE OF ENCLOSURE LOCATION M A P INSTALLATION, TO RELIEF VALVE. PER MANUFACTURER'S a 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) REQUIREMENTS • a• r •' • . i ;• " N.T.S. 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE DOMESTIC WATER •: f} . �. •i • 6 NOTE: DIAPHRAGM ON FEBCO MODELS MUST FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY (ELECTRIC, GAS, TELEPHONE, ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIREUNES. • •' '' • • '•' ; •` �% GRADE " L6" 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 PROJECT DATA BASIN, DRIVEWAY CURB, LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND OF THE ENCLOSURE. COMPACTED SUBGRADE OBSTRUCTIONS. UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION DEVICE. PROPOSED 6" THINK REINFORCED PIPE STANCHIONS CONCRETE SLAB ON 91 APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) INSTALLATION OF SERVICES 16, THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER, COMPACTED SUBGRADE 2DOMESTIC RPZ PLAN VIEW NORTH FORK PROJECT 3 (024.004) 1, INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO THE 17, DEVICE MUST BE LEAD FREE, NO LEAD SOLDER SHALL BE USED FOR THE » N.T.S. PO BOX 541 PROPERTY LINE OR AS SHOWN ON THE PLANS, INSTALLATION, 2 D 0 M E ST I C RPZ E LEVAT I 0 N VIEW NEW YORK, NY 10012 2. LEAVE A 1' RISER ABOVE THE GRADE ELEVATION AT THE POINT WHERE THE PROPOSED 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS T❑ ALL WATER METERS N.T.S. 508-636-7010 WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE, AND BACK FLOW PREVENTION DEVICES, 3, SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF 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/O 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, 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 20, TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND THE OBSTRUCTION SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR DRIVEWAYS. APPROPRIATE COUNTY DEPARTMENT OF HEALTH, ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER 21. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S RULES AND SERVICE. REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH DEPARTMENT •• FARMHOUSE USE........................ WINERY WATERLINE SPECIFICATIONS REGULATIONS, / 1, FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE. 22. LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO SATISFY SITE CIVIL ENGINEER: FIELD CONDITIONS. ALL ADJUSTMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE 2, FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA STANDARDS WATER DISTRICT. 3. PLASTIC PIPE SPECIFICATIONS° 23, MINIMUM CLEARANCES SHALL BE MAINTAINED. HEATED HOT BOX ENCLOSURE 3,1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS CAN BE HUBBEL MODEL 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 INCORPORATED INTO 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 FEBCO MODEL LF825Y - ,': ' BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING PRESSURE) 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 2" RPZ DEVICE OR INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY APPROVED EQUAL 3,3, PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS NOT DEPARTMENT OF HEALTH SERVICES, ACCEPTABLE, (BRASS COUPLINGS ARE REQUIRED.) TYPICAL S.C.W.A. WATER METER AND - L. K. McLEAN ASSOCIATES D.P.C. 3,4, FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE THE BUILDING 26, A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL - - - BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' LAYERS. STONES SHALL BE SMALL FURNISHED AND INSTALLED IN METER VAULT. METER VAULT T❑ THE START ❑F THE PLASTIC PIPE. TO BE FURNISHED ( _ I ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6' BELOW THE BOTTOM OF z SERVICE LINE INSPECTION PROCEDURES THE PIPE, ACCORDANCE TO SCWA STANDARDS. 1, CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN INSPECTION I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE WHEN YOUR WORK IS COMPLETED. (BEFORE 2130PM FOR FOLLOWING DAY) 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY Of 10' MIN ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 2, CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE DAY OF 28. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE M 20' MAX I I ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO INSPECTION. RODS TO PREVENT MOVEMENT. PROPOSED HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY 3, IF REINSPECTI❑N IS NECESSARY, A $25,00 FEE MUST BE PAID PRIOR TO THE VALVE BOX a EMERGENCY SHUT HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC REINSPECTI❑N, 29. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED PROPOSED DRAIN HOLE DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND IN ACCORDANCE WITH THE LATEST EDITION ❑F AWWA STANDARD C600. OFF VALVE :.=; +:.:: �•,;,;. .t:�r 4. LEAVE THE TRENCH OPEN, DO NOT BACKFILL THE TRENCH UNTIL SCWA INSPECTOR HAS •.: •` •.•, J#' 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 REVISION. 7 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 PROPOSED CONCRETE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY PAINTED BLUE. IF SERVICE INSPECTION FAILS, THE END OF THE SERVICE WILL BE 31, BACTERIOL❑GICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE SLAB ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC PAINTED RED AND A REIINSPECTION FEE OF $25,00 WILL BE BILLED, REQUIRED AT L❑CATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH c 6, PLEASE DO NOT CALL SCWA OFFICE UNTIL 4130 P.M. IF YOUR INSPECTION FAILS, SERVICES. GENERALLY, A BACTERIOL❑GICAL SAMPLE IS REQUIRED FOR EVERY 1,000 O L.K. MCLEAN ASSOCIATES, D.P.C. LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NOTE: ALL VALVES, BENDS 7. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE TV, ETC.> SHALL BE BURIED IN THE AND FITTINGS TO BE PER PROJECT: WATER SERVICE TRENCH, 32, AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. EXISTING THE LATEST AWWA AND METER SETS SCWA OWNED SCWA STANDARDS. 54" MIN. 33, ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED RESILIENT WATER MAIN TOWN OF S O U T H O L D AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DEPARTMENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. TO HAVE THE METER SET. CONTINUE 2" 0 PLASTIC WATER HEATED ENCLOSURE NOTES° LINE TO INTERNAL BUILDING SUFFOLK COUNTY, NY DISTRIBUTION. 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, SAFE-T-COVER, OR APPROVED EQUAL. L' 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH s r ----- OLD SOUND VINEYARD MANUFACTURER RECOMMENDATIONS. DIRECTION OF FLOW => 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND MAXIMUM OF END TYPE "K" COPPER PIPE AND 20' FROM THE PROPERTY LINE. 2" 90' ELBOW (TYP.) 2" 90' ELBOW (TYP.) CONTINUE SITE WATER PIPING WITH 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR OF THE C900-CLASS 150 PLASTIC PIPE - TONE 9650 OLD SOUND AVENUE, WIRE AND WARNING TAPE SHALL BE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. TEST COCKS ARE TO I '=`' CONTINUOUS ALONG ENTIRE LENGTH OF MATTlTUCK, NY 11952 HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION WHEN THE HEATED ENCLOSURE MAIN DOOR IS OPEN. TEST COCKS MUST BE POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. WATER TAP BY S.C.W.A. ISSUES/REVISIONS ALL FEES TO BE PAID BY 3 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER FOR THE CONTRACTOR Description -Q REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. NIP NO. Date cn 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). AS PER NOD FROM TOWN 1 10-28-24 • THE SCWA SHALL BE OWNER INSTALLED AND 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT BE SUBJECT RESPONSIBLE FOR CONNECTION MAINTAINED PIPE TO METER TO FLOODING. TO WATER MAIN, CURB STOP, WATER METER, ASSOCIATED PIPING 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB (TO PREVENT AND CONNECTION TO OWNER N LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT THE INSTALLED PIPE n FUNCTION OF THE RELIEF VALVE. DOMESTIC WATER SERVICE W/ RPZ DEVICE ry 9. ENCLOSURE MUST BE N.Y. DESIGNATION. IN HEATED ENCLOSURE ELEVATION / 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. N.T.S. 0 U O O C� MATERIALS & JOINTS EQUIVALENT TO / WATER MAIN STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR UTILITY > TO BACKFILLING WATER MAIN OR WATER SERVICE U 18"MIN. rh a� DRAWING TITLE: �-F- 10'-0" --�-� 10'-0" E 00 RPZ DETAILS TIL o UITY cn WATER/UTILITY CROSSING DETAIL SEAL & S ATURE: Design By: MF O N.T.S. OF NEdy Drawn By: MF Ln N CD Q A lFFo'f), `\ Spale:ved By: ASS NOTED N o <<^ Date: OCTOBER 28, 2024 00 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBIIS i File No: 24082.000 N O ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Aj C) 'N ENGINEER THE DIRECTION SOUNCHOALTER ALTERATIONS AREPROFESSIONAL .T 7 ° Sheet No. ENSED 01-1 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS � NOT FOR CONSTRUCTION DRAWING D/ENGINEER MUSTOR INERT ENT OF FlGT L SEAL TERATION (NYS ON D LAW THE ,Q � W 2 SECTION 7209-2). - FULL SIZED PLOT SIZE: 22" x 34'