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HomeMy WebLinkAbout1000-75.-2-2.6 FROPERT)' INFORMATION: Owner: MERLOT LLC charlee N. Southard Jr. A1 I i i N/F Merlot LLC Address: Maln Road �.RGH I TEGT is® � q/0 I NEW WINERY FOR DUGKWALK Southold, New York - _ _ _ _ - _ MAIN P.D. Suffolk County Tax Map a: 1000-95-02-2.642.9 4400 Veterans Hlghway I 1 711/ ,'0O T- �1/�\ I- ' SOUTHOLD, NEW YORK Zoning: A-G 5ulte 209 --------- ' Proposed Use: Winery SCTM a: 1000-95-02-25 Holbrook N.Y., 11941 ' Phone: (631)4"71-5228 !aner Usage: A-2 Winery(22), ' - - - - - -- Fire Hazard: LowPhone: (631)491-522117 ' 0Construction. T 6 5b DUCK S T D VELOFMENT DATA: stone veneer to Slte Area : 1328.9211.5 sq ft. or 30.50 acres RPZ Box - \ match building Building Area: 9600 sFPoc Site Coverage: .5 % By r AAA5pholt Paving: A.-W7 s.f., 15 % Total Landscaplpq (Including Vineyard): 1901543 s.F.+/- or 1180 % ` •� ' 3 `•ry Total Front Yard Landscgping: 19302 ser ft +/- or 3% IT (�1! VINEYARD` I i SIGNAGE ROAD FRONT res ulre owe o ose xis In { 1. Minimum t Area 80 00 s . Pt. 1,328,930 s , ft. r Lot wldth at Road Frontal s . I ' aximum Impervious race 15 % 2.6% (.-21/ I Max Slope 1:12 51dewalk m Maximum Bulldln Halht 35 21 N/F Merlot LLC I �s I ; °m Minimum Front err Se c 100 ft. 134 ft. \ Y N/F Merlot L�G 6 20 ft. + - V i Minimum Side err ac 20 o e Yardc 45 ft. + - , \ I ' m Minimum Rear err 5e ac 95 ft. +/- 155 ft. r Handicap Ramp Details '.°SQ \ W . 1 ' not to scale Tasting Room: I space/200 s.f. _ + I Permanently Installed signs at a 4000 s.P./200 s.f.= 20 = 20 spaces 1 , clear height of 60"-80" above grade. Warehouse: I space/ 1000 sct.ft. \ I ' Signs shall be placed as to not Interfere with 1000 s.f./lo00 S.F. = I = I spaces \•2 Ramp access or pedestrian sidewalk passage. Private Tastin I s ace/200 S.F. = �' DIA.x a' 9 s X14 f0 I i N/F LONG ISLAND RAILROAD Signs shall be made of ee1P adhering vinyl g p 600 s.f./200 S.F. = 5 = 5 spaces (�I) it ''� \ e Offices: I space/100 s.f. = J b'DIA. X8' 1 - I 1 N60Da5'00"E 62a.,6' TEST' DOLE 200 D.P./100 s.F. = 2 = 2 spaces r_O) II • / Outdoor Tasting: I space 000 s.f. • 1 me of ;� ,�,r'a _l , y , � i SOUTH SHORE EXCAVATION 2400 s.f./200 s.f. = 12 = 12 spaces 1qt: 1 \' TRELLLS_ n ,tt9" ti c u ,r ( , (, , TEST HOLE \ 005 = _ / � n � rr�x ! ' Jan 9, 2 Required 38 spaces Provided 38 spaces (Paved) 4 -� _ et * z 7 a `r`(• i } � t 1, >' [j _ \ I ' I ELEV.; q. 1� b =teMIN pv_c�, '. #t,44` - LL15, I HandicapParkin - 4 aces (Geoblock Pavers) �1 � ,.)f 9 - �`-'p 5t*�: r' ` .r.-.,_ �Y' �A6 �'1 a�.r r ' , \ : n TOP 501E � � N S v r 5M All site Information was taken from a survey by John G. Ehlers, L.S. June 11 2004. �Y 'L140 00 .x r r 2. All work shall conform to the latest PlanningBoard Specifications and standards. v TER P s r>v5r ILS � 3. The Developer must notify the Town Engineering ' LIPA Tc 20�a' /%% %/'/: i ' r `4,�u .( 'j-� -�. `-% /� AV Division, 24 hours In advance of the commencement ' .20 / i 0i k� �I v,, .t , ' r rt tJ,�,.r %,'' �// // 'i TRANSFOR / j 'i//,/. ;O u fru,�?'1- t,.ai �r ' t,, �n � �� / 'i , x(22) SAND 4 GRA L of any on site drainage, curb, or paving work. tt`Ir'� ' 0 /� ;;/i;•ii. ; / i A I nT1 s ' 'iq 1, Or�/ /� !� ' / i V _ 5P 4. The Developer must notify the Hlghway Engineering genera r / i''/ '/ / n t r -)'., 'rrF ;, ; . , / �i Department 24 hours In advance of the GOURTYA t �'� /�/ I i \ 6"MIN. PVC,r 2039 i % ues q 7 ,'�'. /// ��/j �;, � / /,' /,/ / h L"'I, � ,y1 r� SDR 5s commencement of any off site drainage, curb, paving, NT5 driveway aprons, and sidewalks. 5. Town of Southold shall be notified 48 hours In advance of No Water Encountered all construction, or traffic control device Installation 4// 6.1 /; . : '4 ;% %i 0 / \ I z �~ 9 g k ie o ' / , / 0 f _ -- - 0 0 b. All traffic control devices, le. sI Weis, sl ns, and pavement markings shall be Installed In conformance with the guidelines ONE STORY BUILDI i7 ;% //�;// i/� O •, I \,= z Z z g 9 - a of the NYS Manual of Trafflc Control Devices and as directed ` I r : mlr ® / ;i; i/j"',IVY/'i ;/i16005a FT; '/://;j .,/j�-,��.�/ �/ • // i I : _U �1 the Town of Riverhead Division of Trafflc Safety r� i/ 1 TA. +19. lo'vlA.x lo, , _ ,�//i /;'i/Y/%/�;i //,,F.F. +21.50"� ;�:'/: /i;/ry} i; „ /i� / /i • : 4 = p y -------- _ _ � U "I. All Sita concrete shall be 4000 sl minimum at 28 dogs. PJGI�" ,/ ^' AREA D 8. Location and grades for curbs and sidewalks shall be verified CIL- - SDR s ® i /!% /: ,, ,'"' n'l rf n`4S �' r FT, , j ,/i //i/ %�i�(/ /(' / ' a �' I Q with the Towof Southold HI hwa Department , S.G.D.P.W. or N.Y.5.D.O.T. prior to construction. Le end p1 __,��ap Tu. �;,/�/;�rv✓ 'r ."rrS 'S , �"r, `� /o ' '/ /!":'Illi"''' / , LL 11. All elevations are In U.5.G.46.5. datum g ' 10. All landscaped areas shall have underground sprinkler N F JAQUELINE BAUER LL (00.00) ExistingElevation x x �F i,-%/-/ ,. ; / --double strand ale wire systems In accordance with Town speclPlcatlons. n AREA C� " _ ' 5�' `U . I Yi i /// ' T - I I 3 ' 00.00 Proposed Elevation n �'I L 1 ' r 140 ' "w I -(2) pleaee relnlorced II. Any curb, Butter, sidewalk, driveway apron, or shoulder which p -eRA55 K; J rvbber hose T.G. To of curb __ i - 6" eaooer / has been damaged shall be removed and replaced from P ^MI . we -y' 3" mulch �+rlop wrap expansion joint to expansion joint for the Pull depth. T.6. To of rate _ sl 1. T -SrG. I.2�, S DEV'IAL �� em 55 T. .2I.25' \, B' Ian x 2" dia. stakes 12fp P 9 P.20.15= T.G.2135' �V , ,r 9 dla x 5' e ( I) Q ;w I \ i I ' _ _ 2. Electric and telephone services shall be underground. Elay. Elevation -H_ I .20. _ _ p 9 p y H.P. High point est lion> u 149. oI 13. All pavement markings shall be thermoplastic (Suffolk Count spec) unless otherwlse noted i" I I i j- .P. \ �j Q =1 _ --Ili root ball Concrete street curb: 963 In. Ft. ;,ORB TRA ITION RA. h a ( (21/ AREA F WETLANDS FLAGGED I 7-- 0 \ i H.P. -46- � � ) U II i_i boo g,0, _,o0 11.00 11,00 . \. : S1�P IGT NK \ i AND LINEATED -0 R. FOX OF 4EALEVEL F+ ITr I _ - Concrete sidewalk: 1,996 sq. Ft. Tb:2LTs' $ - � 1 oast Ir nn c l or ee t T.C. Imo' \ \ ' � AREA 30,148 S.F. OR .611 ACRE5- - . . 1 121 _ i¶u'P�,lil !i >lU horticultural sou Concrete site curb: 911 Iln. Ft. t� �-� I / p MAPPI ON 9-22-04. - L : W , ° }> _ ` ! / O 1 / - I Asphalt paving: 2198 sq, Yards tre k 2O �r r I A O / O I � � � �� 100' CLEARING LItrIIT LINE � �0�' �4) SITE PLAN I 2 > �� �i \ /- I Tree PlcintinQ Detall ,p� AlA B (4)110'f oil'. x h0' deep Julc�J H.�.2l.aa' \ i ,� Area of natural vegetation to remain .1 acres n I I i - ri.,; I----PROF ED CURB caet.lyrl�c vier . _ U'I ARE A`. T.P.2 �'I ,� ' �\ °"-„-=-'� LANDSCAPING: __------ AS-BU I LT'T` IJR Morb[LL 1.-= I TP. 35' / \ ,� Th.d.20.00' `� ' ,, Common name Scientific name Spacing Size (Cal) Ouantlty (apps r 1 ' 1 KI \ baa.xa' / w I O Ts. . .00' ✓�;. 1 -t ���/ el a- : %� 1 A. London Plane Platanus Acerlfollo 20' 3-1/2" (11) 1 /25/0-7 G (` 7PANERSs V, (A, '� V I v m - 1 Q I �j% \ ' J;ryr , - - q / O \_- I -,,,;,/'< I - B. Pln Oak CRuercus Palustris 20' 3-1/2" ho) 2/1 /0-7 �c A r' B2 SPA E5 �I �` D "6' o- LLa "il.C;; /I A H. t05e' O 3 /,,/a;, - /, " e : j, %�' I G. Upright Yaws Hicks 4' 48" (22) -� P 2 3 IQ' IA. TP. 35' ' '�<!!' lIl _ T.6. +1958'' T.�. +1950'✓' Tb. +19FA'r1950' ,% I , pyp,�gVIE 10,MIX x Ia Io' erg Io' +I9.9�D' .211.-e' D. American Holly Ilex apace 4' 24'-30' (12) ��9"b'�i VF G® �� 8 �. > r � ,iii/. N/F Me. LLG ) � - , - S • L_ / / _s... l O Ill / Io A. xlo, �I2' _ G;:; „ i '� / �� • -� • f- O '1 • (# TSO > I ' '" / ^^° opt,= E. Parsons Juniper Junlperus Divurlca Expanse 18'-24 s.p. 2-I/2' (65) halrperson` l 7 7 /i,; :LL� 506.64- 526r74250119 F. Dwarf Japone5e Yew Toxus Guspldata Nana 18"-24" s.p. 2-1/2' (23) 0.001 1 --(5" RCP, GLIV O G, o1/ a7 gel e ,i _ -=-15" RG , GLIV OR COP q-DROPPE CURB CURB TRANSITI , %! / Install Underground irrigation System along all landscaped areas, ate T.P. 9 9 9 9 p �� e e; � I VL , - _ " TM 1000 'l5 � I ' _ _ _ . Road frontages and buffer zones. � , �' v , - _`- t --- Io'w 2_ NEW WINERY FOR DUGKWAL l4 I A' r , , ) Z } 11 T - I ' w , O -t - { {_ X11- t. . -1:�c i ; f - -O I( - , � , ' F s.Ia' , liquid asphalt seal , ,�. - - �' , W I (e '3 $ { ; - r 3jI; I, JQQ��EOB GK -19 PAG 5' �_ - O .{�{ r _ t.;x- m , s _ N,/F, Mer,ot LLG n JON T. LAce --- .. ° .. �r IcyPC�LE"� . • �i saw cut / ll.j n � (,'ji!,'�p6bl�'oaiw � ---�-- I I/2" to course N.Y.S.( T e 6F) � � - / � 3 3SW� ° �. °, �w 3 , •, z .�? � °� ���- QO „ >i f 00: p yp E E E E E E E (E : C�: tE'lE �E)I,E, <E E)'E E (E ;El'J�)O,E (E��:E (SLA �)�S7C7 L) :Ar DIN .EROI+� < 5" Dense 6rd. Aggr. ( item 201) q , CCE",t (EU OOJ _r �' © - i _ 9) �€� C CO JLl ) 7�€ , ('' ''/ i i i / _ 2" T e bF As halt NEW SIGN ; '/;,�i%/i' it o-pr� Jr�xo a stabilized Boll ylv P Ii �I Hn r p � ' ' ' 1 I 4-0 --- In c c e I c LOGATII_ Nh,1 _�--J-- tack coat 5" thick Danser 6r. Aggr. - ry GRA55 f� uQ GRA55 p c r�S rc ' �90 OQ' , /i ;ii IA - - 1 1/2 radius toss b" stabilized base © c OO �� c' ,(' c) r; '(a� „ U r�, tP A �c r4� e © Cci 1 L) G7 X2',4 7 �� C. ' � V s M f-2soT Ixt :'j �',_ 1/ 5 Rebar) - -- 9 a5 Rebar O < � � MM-2smoa r ;/;a \`ice } '? 1.x.' 33 1..� I � H.."_�' _ j ,�% _ I_�� H.P.2aso� - � - - - - - - � , 2'-41' ° thick concrete side alk {' MAIN q -1595 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - o ^� � 4N ' a� $ I 6hom acted ml n 45' (20f "25r✓" .38s ,•', 1'� -.i _ 1 33 I SCUT'h10 ,'REGV..Y'ORK�.-,•�•� -. S SGdI ISO W v 2SY POLE TO BE MOVED rP. 11 .75'GURB TO TERMINATE TO I .., �J s59 ,w I��„�tTl rI n! r1 a ., .r SGTM a: 1000-95-02-25 - N ` _,",.r)_y .` 10/25/05 131.,8' 11. 1 HYDRANT EDGE OF'EXLSTING PAVEMENT --- 11/29/05 �, ZERO REVEAL AT THE- N n1 --�� 1� _ P Li L�� I rvL i-7 .P. 9 T.P. G) TP. T.P. T.P. - ____- - _ __- _ _ ____ __ ----_ ___�_ _____ _ __"20-- �Irim=ma,Lri�m�L .-171 �J-Il�ll� RIGHT OF WAY LINE Itl _-4. to � ;,ni.M ----(I"___ .- _ -- w- ____ " ____"___ ) "__ " - I2soo q I'=n�i1�rJ-7of��-msll ,�i���n��Im21rl-m R W �/ -. � � •� EXISTING WATER MAIN � " � � � ON 511E .O. - sawcut 2/b/06 �2�6 _ SITE: PLAN t ,AIN 50A1� State F"006 25Road 25 O\/E5PAL.L SITE PLAN Street Repair, Curb, Sidewalk 4;2/06 Scale r'=200.0' Site Curb Favin (Item oi�lA) 12/05/06 1 of 2 scale 1"=20.0' i 1/25/09 I PROPERTY INFORMATION: I Charles W. Southard Jr. Owner: MERLOT LLC N/F Merlot LLC ` I Address' Main Road ARCH I TEC T \ ` Southold, New York Suffolk County Tax Map s, 1000-15-02-2h,42.9 4400 Veterans Highway \ - - - - - - - - - - - - - - - - - -\ _ - I b' high opaque self closing metal gates / r - \�� \� - ' 8 •• .; 8': All cornero welded Zoning: Use Suite 207 \x(23) �1\\,� I 8"O 5" Hinge poste anchored In foundation wall, 2'0" Wln� Holbrook N.Y., 11941 / I \ `� I • 8" Thick cant. elk. Deep and anchored at top Into della block wall. F'hono, (651)4'11-5228 - - - _ _ Wall relnf. each tour Provide hot dipped turn buckle tension wire Usage: A-2 Wlnery (22), I r Walls to be 8" thick, lit faced block to match new Fire Hazard, Low Phone: (651)4"11-52 At shaded areae all •'. *P Cores to be filled Building, with 9' Deep 8" Foundation wall. Constructions 5b ( 'i(< /W P.G. To anchor Poured cont. Blab b" thick, reinforced W/ 66/88 WWF T D OP T D �' ¢� (nl, lla bate hinges Hot dipped galvanized fittings, pipe, hinge devices, �5 _ ' \ I Site Arco : 1328.9295 sa. It. or 9050 nares I \ 1 • bate latch, pole cape, etc. Note gate to galy. Bulldlna Area: 1600AL §-a�� m \ Dipped after Welding ' \ I Site Goveraae, 5 M U I Provide hose bib for cleaning the area. Sa \ I 8 ,q�ahalt Paying: 19.989 o r Total LmdecaoMg (Includlna Vine crd). 1901948 a.P.+/- or 98A AS 9 E 0 `\ I DUMPSTI=R � ETA I LS Total Front Yard Lands=121 � y 19902 sig. ft +/- or 1.3 0g a o `\ I s Consult owner as to whatZONI 8 \ I i Size container he Intends R s VINEYARD To use and adjust size to Pit. Area uro owe o ose xe � >."i I (2U \ �'\\,1 I I Minimum Area s ° oi✓N Lot width at Road Fronto E qq \ E3 S (22) I Max Slope 612 xlmun Impervious ace 1 y 48 .L Sidewalk ` m Maximum Bulldln Hel ht '"� „ q o N/F Merlot LI-0 I \ \ \\ $ a nlmum ren Yard c 00 ft. 13 ry, \\ \ N/F Merlot I U mum a Yardc 20 . I \ o e c f + " 90 ft. e `\ I • a Minimum ftear Yard So ft. I +/- 155 ft. Handicap Ramp Details \ I , not to scale Tasting Room: I apace/200 0. _ I I � Permanently Installed signs ata 4000 s.f1200 sl.= 20 = 20 spaces clear height of 60"'-80" above grade. Wcrehouse: I space/ 1000 sgft. A y Signs shall be placed as to not Interfere with 1000 a.M000 a.f. = I = spaces I \ I Ramp access or pedestrian sidewalk passage. private Tasting: I space/200 al. = %1A (21) I , Signs *hall be made of self adhering vinyl 600 s,fJ200 al, :. g = g aces P'°`"'""'`'•d \ \\\ ae�ti lo' ® 1 I ' N/F LONG ISLAND RAILROAD aP I / I I Offices: l space/100 x.200 s.fJIOO a.P. = 2 = 2 spaces • I f weooeaoo•e 670.16' TEST HOLE (20)� I , Outdoor Tasting: I space/200 51. _ SOUTH SHORE EXCAVATION 2400 e.PJ200 a.P. = 12 = 12 spaces `\ LE \ I , 'en' 7, 2005 Required = 58 spaces Provided = 55 spaces (Paved) 4 ELEV•'2550' Handicap Parking = 4 90 Spaces (booblock Favero) TOP SOIL 1. All site Information was taken from a survey by John G. Ehlers, SEE DET \6>IJMPSTE \ I 1L.S. ; June 4, 2004. AIL5p \ I I 2. All work hall conform to the latest Planning Board specifications and standards. 5. The Developer must notify the Town Engineering DlAsion, 24 hours In advance of the commencement Ty o \ I ' SAND 4 ERA L of any on site drainage, curb, or paving work. (22) O ' glen p I I I gp J 4. The Developer must notify the Highway Engineering r ' DOS o , Department 24 hours In advance of the ••e' 4 ALAE OPE GOURTYA I ' commencement of any off site drainage, curb, paving, NTS driveway aprons, and sidewalks. pEo ARC 1-711 5. Town of Southold shall be notified 45 hours In advance of S�vl souThT No Water Encountered all construction, or traffic control device Installation �c�ve y9oF° AREA 1) \ rr. I , 2 I: 6. All traffic control devices, Ie. signals, signs, and rev avement ' \ (-- - ------ -J , i I markings shall be Installed In conformance with the guidelines lanI..fix�' (2 Q ONE STORY BUIL I ZQ ' } of the NY5 Manual of Traffic Control Devices and as directed !� r • \ 1600 5Q,FT'./ /V I I p I _U by the Town of Riverhead Division of Traffic Safety 14302 �Q �� a'J^ x 6, \ F.F. + 50' ' �� I • V Cl 7. All site concrete shall be 4000 pal minimum at 28 days. 6. Location and grades for curbs and sidewalks *hall be verified PPvcO I Q with the Town of Southold Highway Department , 5.G.D.P.W. I cd��h yy I 15" RG P y O $ � ® �GOVEZED ENT I I • I or N.YSD.O.T. prior to construction, P b Nw � r�� O ❑ ) ; _ _I 9. All elevations are In U.5.G.46S. datum Lown ar T _� _ " ) P p f 10. All landscaped areas shall have underground sprinkler (0000) Exletln Elova on N/F JAQUELINE BALMfl SPACES ® �® �� I I le strati sit wire systems In accordance with Town specifications. g 5rP5�F�� 56110M w I (2) pieces reinforcedreinforcedreinforcedd I. Any curb, gutter, sidewalk, driveway Proposed Elevation P eway apron, or shoulder which _ T.G. To of curb } F 4• © © © '� 6• sour nor no.. has been damaged shall be removed and replaced from P I 51DEWAL ) c I / \ e• m 1ch burlap wrap expanelon joint to expansion joint for the full depth. T.6. Top of grate I \ ,as, ' \ \SWRss TZ.71 I \ I I - e' I x 20 d1a. stakes l2. Electrk and telephone services shall be underground. ' 2 HP. 20.•16' W.7196' R ,�, ph g Elev. Elevation r.P. ( I) 19. All pavement markings shall be thermoplastic (Suffolk County H.P. High point "c.J Mess otherwise noted ' P.20 / O _II / �' i du'of x'4 \ ; rOOt ball Concrete street curb: 765 Inn. Ft. O IRAN ITIO °� / \ (21) AREA QC��F WETLAND5 FLAbbED Concrete sidewalk: 1,9?b s Ft. H C 9 � Hr. \ AND Dl#L.INEATED BY R. FOX OF iEALEVEL R. U / T O) , �'O • NNNbbbb I ' hortwultural curs Concrete alto curb: 911 Inn. Ft. _ rr. i / 1aVw x MAPPI ON 7-22-04. rc. .Ta' t , ra. oo s 2198 Yards / �i / I RGP CILJDO OR GGP \ ' Af2EA 30,148 S.F. OR b9 AGRE(r - - -$g Asphalt paving, sq. I �L O 1� O 1 ; `\ • / I \`\ I .��♦ 100' GLEARINS, LTIT IT LINE .S{ 12^ u a 12• shrubs, 024) 517E PLAN r / I v 1 \ ,� ♦� Tree Plantln Detail e.+w.e' �� x 2100' i I Area oP natural vegetation to remain I acres 1a'vus.><s' I ," 92 SPA fS AR1�' Y5 M \ ' AGES / , '`� >so'I , ♦ mkxroo-naan LAND5GAPIN6, I- • DROP ED CURB, II \ T / I.\' I Te.�b2oca ` Common name 5clentlfic name Spacing Size (Gal) Quantity (app ax) 0 y - °1a.x a To.+ 00" e' A. London Plane Platarus Acerlfolla 20' 5-1/2" (11) ! 6 ,o �' ♦U,' I\ T O \ o< _-� � 1 !� - ' "� B. Pin Oak Quercus Palustris 20' 9-I/2' (10) • ' Aomo 1 vl�x O I G. Upright Yews Hicks 4' 48' (22) ! iP>o&I ; T.S..p1 i 3 1 I TP. 1 / N/F Merlot LLG I D. American Holly Ilex opaca 4' 24"-30" 02) 10 AA. T H 2a.�J' O IL / • t I 1.6.±is I ,,,•,,,o-,6,-„ E. Parsons Juniper JMlperus Dlwrlcq Expanse 18"-24" s.p. 2-I/2' (65) OP.96�0' �R �t� ���/ / i- l% • l� (2 I i I �A F. Dwarf Japanese Yew Taxue Guspldata Nona 18"-24" sp. 2-1/2' (25) i ed(BIDdy/ DROpP� ilv 15" R.GL�VTPOF IGURB TRAN5ITI , I Install Underground Irrigation system along all landscaped areas, p Q```` ```` IV CR , T Road frontages and buffer zones. NEW WINERY FOR DUGk.WAL 70'W TM 1000-75-2- ,I 14' / liquid asphalt Beal i r I N Merlot LLG •IOH T.LAKE! b A K 21 fG I PO Y Ib � \\ i R ,i � pr saw cut � I 1 1/2" top course ( N.Y.S. Type 6F) 5" Donee 6rd. Agar. ( Item 201) 5 -1® i �\. SI \ % z L xiP,enHerTe svor+e s stabilized sell 2" Type 6F Asphalt • 6RA55 JEROME 6RASr(2O) �� \ I I \,�- i I 7HOM� 4,"0„ 5" thick Dense Sr. t _ scan .ua;alHe erueR tack coat '°'gam• © © ® c J © © ® © © © © © ` AR AO I I/2 radius b" stabilized baso �6: �- � M5 Reber . grass I F� xr.2oDo' _ Pte " e5 Rebar „ 6 - 2,_ i" thick concrete else alk MAIN RD. - - - - - T - P SOUTHOLD, NEW YORK 5 qdl O" W °f 21TY POLE TO BE MOVED sexrnlx� Einem dated PMI base i 6' SCTM s, 1000-95-02-25 l- _ - � � T.P, w.•e' '1 x0334' 1a96'00'W �' � ,.vtza.*-c vSs.�`-:-..-�.��=.,-•;. ._ r' _ - - - - CURB TO TERMINATE TO 1 191.•19' `..._ - 'a" - 10/25/05 _ FZANT X15 N6 PAVE T REVEAL AT NE ZERO Q' RI&HT---- / _____"- -'_.-'-'.'__'•'-'--"___=r-- "-'--_"_----.-_-_-"---__ _ _ -- _( _"--___"__---•___-_"'-___"-__�-"`___.--'-_.____-"_ __'-"--'-_"_--_-"-___x.20)_-"--"'"- 176.00' EXIS---- ----Ill 5121015 I ON SITE R.D.W. eawcut 2/6/06 TIN& 5/2/06 Street Repair, Curb, Sidewalk 5/211/06 3/1 /06 SITE PLANMAIN RO?.D Str�rte Road 25 � OVERALL SITE FLAN*tale I"=200.0, scale I"=20.6 i /' Site Curb PAvin (Item artA) 4/12/06 1 of 2 PROP05ED Yell NERY FOR DUCKY4ALK VI NEYAR 5 Charles A. Southard Jr. A R 0 H I T E 0 T MAS I N RDs (5R 25), SOUTHOLD, NEY4 YORK 4400 Veteran's Highway Suite #20? Holbrook, New York 11-141 Phone (651) 4-11-5226 Fax (651) 491-52211 Wind Snow Dead loads an 61aee Section 2404 Main A"aru resisting eystam word load. Tal. 1609b.2.IN • 216 Oloffw NEW YORK STATE UNIFORM FIRE PREVENTION 4 BUILDING GORE 2002 nt load per tale 160962.1Dd • +111.11,-25A DE COSECTION REQUIRED or PERMITTED PROPOSED Max. Loads for aloss, s ed on all edges F 2404(6) Reg. 1/2' thick Ircul glass • c. • ID Use ! Occu GlartsRlcallom, Station 901 E4.24-2 • Fgo . c,x FV . Ih x 55 • qq PROPERTY INFORMATION ° � (Tastr.g-AW Table 1009.2.2.2 5 01 n 641 of within extortor wall = 166 acc Eq.=4 I . F i +19.9,-253599 , car fa me Cissas ! . (Private Tarek =-A2) Table 1005.2. 15 aA/ 355 of withwa in exterior ll . 97 bocb Glazi Owflaf: MERLOT LLG c. ante (wa'ahouse-5) Table 1009.22.2 900 aA/ 1476 of within exterior visile • 4 12.a. sees I 61 n2nca ion Section =409 RaquMd PeovProv�dd(ore eched,b) ov4nere Address, 5011A Bicycle Path d.occupants (office") Table 1005.22.2 100 IJ'J Person 214 of within exterior walls . = %rru oard Materials 9eckbn 2506/Tal 25062 Walboard to conform with ASTM c 96,hblWrs raslk.walboad shall conform wmh ASTM 6690 s. M arcaltlte-M) Table 1009222 So s.rJ =42'1 W w h exterior walls • 60=- Pork Jefferson, NeW York Total 242 are otlOn Section 2506/Tale=606.1 Gontruatiorl Ilr with Ikal cone of Tal=506.1 of BCM'S Suffolk Coun Tax Ma s 1000-95-02-25 Incidental Use Areas: 5wblon 502J/ A pwitiod Zonhg G1a"IfIcation. P °A-G° Accesso Use Areae, section 902.2 Nora o� 10>s xis rl a section It709.2.10 ro9NPro sed Ihe: Win Deal I e Dade. . r nc ower Section 2702.2P° " Abl Tame 1607.1 100 bs ft. ��Tale 1607.1 117 I k. IF Illtles rale 1607.1 ter Closets a. Aeaembl me Table 21102.1 1/73 ocaPa (4) Pravkld 1 (2)untie eu lamented far mkb Allowcf7le Bulldl He ht, Tal 505 55 24' wom0 Tale 21102.1 I/-a (4)Provided DRAWING LIST ar conatruc ion: Tame 601 Two 29 TWO 55 Lavatories a. A55embl me r X02• 200 om (4)Pwkied Number of Permitted Stories, Tal Ws TMD am b. A 1.1 moms Tale 24102.1 l/200 Ow (4)Provided T-1 Title Sheet Service Pipe Size 5eetbn PG 609.1 =•ProvWed A-I Foundation Plan AI loveable Area Storege ! Placement station 9901.2 C hwtion eglp. 1 materials shall be stared 4 placed as not to andager the public,the A-2 Floor Plan ! Finish Schedules Section 9026 Nen SeparaW markers ar adjoining far the dratlon W the carwb ctlm t. A-5 Structural Plan b• BuIldIna Mea Tale We qAoo sa,tL 1hob sm ft. Excavation 8 Fill Section 9904.1 Cxaavatbn 4 fill far bulldhgs and etruotMM shall be c Irwted ar protected as not to A 4 Elevations ! Grass Sections c. sprinklers; 5"Um 504 Provided n Main Tact endag„ lire or property . d. Total Permitted Building area section 506 '7605%ft, Facilities Required section 5905.1 saeary fae111kloe shall be provnded da"construction aeth4le In a=ardame E-1 Electrical ! Reflected Calling Plan Fire Resistance rated construction with the PIwdit.g code W NTS. M-1 HVAC 4 Sprinkler Plan a. Fire Walls Not Required NA. Protection of Pedestrians Section 3506.1 Not utvd Not Provided n Fire Barriers lGaeOs of o I a Tale 7t?4.6 otected NUnwakeai Moperaimg Moth Task Pro c Ion o onin Pr section 990'1.1 Ad h k 1 Nate shall be tad aur trucNon i-4 Classli Temp. use of Streets AII@Lt E Pubile Mpartq WA d. Fire Se aratlon Distance Tale 602 o riot i x i so Nat so' O oveni areal Tale 704.6 Whited ton rated In raked Itlans section 711 I I/2 tit Door d Provided FireIng Section 716.2 Not Apokable NA(tion-CeMxrskd�le) e h. Shaft Enclosures Section 707 Not Applicable NA. I I. FM's Partitions rrie section TOL Not NA �:' _�V6]2Smoke Barriers 5.eebn 7179 Not NA -------------- enl Protectives section 714 Provkld Permit Number 1. Draft In Section 7163 Nok NA ldalm. Corridor rt Section It20492.1 Not EnveloCompliance Certlfleate Checked By/Date Finishes 2001EGGa. Interior (Gro AXStr'Ictest Grou ) Tale 609.4 Glaw 'G' Roams 1 Bcl sed 13' h Ex6 4 carrkbre C.OMchsck-EZ Software Version LO Release la _ b. Exterior Table 1406.2 Non conbotaMe/No mail Data flloname. Untlkled.cck - A. Floor Finish Glasaiflcation Seatbn 604 ekes 2 Section I. Project Information Ire Pr c on Project Hone. New Winery for Merlot LLG b. fire/smoke detectors Sedbn 40'1.2 h erect Area Provided Designer/Contractor.t Act rackor. Ghartee W. Southard Jr. e. Portdele Ext Ishers sactlon Pe 1106 Provided Document Author. ------- -- Telephone. ---------------------------� ---------------- d. Smoke Control section FC4 409 Not required Date. ______-_--------------------------___-_ e. Fire Pumps section Pc 406 Not Med Exll;l;, 9eatlon 2. General Information a. number Table 1005.2.1 (2)mMmm 02) proyMod b. distance of travel Tdxe 1004.2A 250' 's'max Building Locatlon (for weather data), Southold, New York MAN lmAo c, corridor enclosure Table 100402.1 WA Gllmake Zone. 1201 msvxmq.,e d. corridor width Tal le;a-,3 44' 46• Min. Heating Degree Days (base 65 degrees F). 5572 e. door width sectlan 10035.1.1 Be 96• cooling Degree Days (bass 65 degrees F): 622 f. irk ware Section 9012 Not N.A.(late kir Pr»NdeN Project Type. New C nstrvotion Window / Wall Ratio. 0.26 SITE L0GAT I ON PL/4N q. Egress 5talr Capacity (Main Plr. Is worst, case Tale 1009.23 h. CiIress Hally4aw Ga act in fir Tale I0052D am Eel=PMIRt94Bt13 ON A-2 _ Bu1IdMl, T�Ins Floor Mea HTS 1. Exit Remoteness Section 1004.2.2.I Other 7605 1. Main Entrance Section 1006.1 Section s, Requirements checklist AcassallallitiI Bldg. I n Ic ad I les Icc/ANSI In.I 1996 red d u Dept. I ThroSh0lda AN51117.1 I'm I d Ues I Interior Environment I Air Leakage, Component Certification, and Vapor skated, Requirements LI t scaled. I. All Joints and penetrations are caulked, gaaketed, "zither-stripped, or otherwlee a. ArtHlclal. Sudan 12048 Fluorescent ixavided 1 12. Windows, doors, and skylights certified are meeting leakage requirements. Ventilatlon, I 1 13. Component R-vollves ! U-factors labeled as certified. Section 1202 m"harkal L 1 1 4. Vapor retarder Installed. tel! a. ASHRAE /ANSI 62-611 p Weather Protection 5wtian 1509 Plashha 4 Rod' Proconform see L Performance r uirements section 1504 Ro&hg wtariol desianed For IloWh wild ran. APPROVE BY Fire classification Beckon 1503 RDW to be tan A Gllmake-SpscRlc Requirements Materials section 15x6 Roe materials*411 be labeled ad bis W each otherLANNING 13 AR,D Gross Gaul Cont,tProposed Budget Asphalt Shingle roof Section 15O7A5 Materials Gangly a tell", C�onent Name/Deacrrlotiom Area R-Va ue R-Value U-Factor 1.1-Facto TOWN OF SO HOLD Metal Panel RoWM 9, cemplw with ASTM NO 91", 5 Mss Vert h 12 Mika harts. Roof I. Metal Roof with Thermal Blocks 7605 19.0 CD 0.070 0.061 DATE S OG Exterior Wall I, Metal Frames 16• o.c. 5227 15.0 0.0 0.152 0.0912 General Vaslan Method Section 1604) Allowable 9bnes Method Wnalorm. Boll Info, section 1602 Post shall bear on wll Two an Metal Frame with Thermal Breok,Doubie Pane with Low-E Site aaselmcctkn. 17 -Rater to structural dugs. clear, SHGG 0.45, PF OAA 656 --- --- 0.220 0.606 -Energya lace Section a 1749 R ovkld(gee code Calc.) (2.110/0x6/O. Overhead 160 --- --- 0.150 0.144 ---- Heatl 9"tbn 1! 104 wd provided (20)5/0x6/6 Doors, vase, Clear, SHOO 0.45, FP 0.72 420 --- --- 0.220 0.606 Heatsural Teets ! alai InsIlona Section 17uw 01 d To be d llad structures hoer (4)4/0x6/b Doors, Glace, Glean, Shea 0.45, PF 0.72 112 --- --- 0_220- 0.606 Floor I. Slab-On-Grade.HeaRed, Vertical 5 ft. 560 --- 5.0 a. Steel, I. HI Stroll Bolts (a) Budget LI-factors are used for software baseline calculations ONLY, and are not code 2. Idle requirements. 5. Joint Details as constructed eo ARC/y/ b. Concrete: Not ReWred as per Section 1104A Envelope PASSES. Design 119.45 better than code ��PS goU7yq FST L Reinforcing Steel 2. Anchor Botta Section 4. compliance statement ¢ < � 5. Placement t CurInci 4. SampliIng Fresh Concrete The proposed envelope design represented In this document Is consistent with the building plane, %sciflcations and other calculations submitted With this permit application. The proposed envelope ry e yysetem has been designed No meet the 2001 IEGG, Chapwr 5, requirements In GOMcheok-EZ Version 5.0 Release la and: to comply wlth the mandatory requirements In the Requirements oorcrete Stiwturec ams to ft regirsinwim of Ghapter Ill.Rotor to wce detal on Checklist. aeon Sec Ian 2101 Not moral Jan 30, 2006 5truc Ura a kir onre w aw requ er to"1" 4 details on ------------------------- -------------- Feb 10, 2006 Chimneys Tale 2111.1 Requ"d Provided Princlpal Envelope 17ae1gn I-Name signature Date Feb 16, 2006 T = 1 of 9 o 4<1 C DESt6N CRITERIA CHARTS FROM THE, RESIDENTIAL CODE OF NEW YORK STATE (SECTIONS RSOI through Rs05 pages 25-40 Charles W. Southard Jr NORTH 1401 4 sato ssTD 10-ga A R G H I TE G T CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Section RSOI Table R501.2(l) logs. 2525-99 Ground NUnd Seismic. sub act to Dam a from tanker Ice shield Flood 4400 Veteran's Highway r__________________________________________________ Snow Desl n Frost lin want n 2'-0• . 2'-0• �,-0• 9 9 underlayment Hazards Suite #20"1 b'-0' 6'-0 6'-0 6'-0' Required I Load ed m Ex ur Gata or Weakherh Depth Tempe Deca Tamp 450 120 B G Severe 5 Peet Mod-He s- f A Holbrook, New York 11141 I L�J L�J Eli 3. Concrete S �j L�J L�J Phone (651) 4"11-5228 Fax (631) 411-5229 50'-0 d' I. All dei aconstruction shall conform kc. the American Concrete Institute ' Building 50'-0' 60'-0' 4 Code Requirements for Reinforced Concrete'. A.G.I. 516, Latest Edition 2. Reinforcing steel shall conform to ASTM A615-Grade 60 n All corner baro shall extend I'-6' minimum. Lap Joints connecting bare 1'-6' minimum. S. welded wire fabric mesh shall conform to the latest edition W ASTM A-185 _______________________------------____ and have a minimum of concrete cover of 14 In all floor slab. ------ ------- ------------ I r--- -- I I � -------------------------------------- ------------- -----------------i I � n ; 4. All anchor bolts, rote and washers shall be ASTM Typo A SOT. S. The top of all concrete surfaces shall be true art level, with a smooth float for I footings and foundations old a steel trowel finish for building elcba old a broom finish i I I I I for exterior surfaces. All surfaces shall be within 1/6' +/- I 6. All voids In exterior exposed concrete surfaces shall be hand patched to provide 1 li ; Ij I a smooth finish. i I ; 1. Joint f1llero shall be preformed resilient bituminous expansion Joint fillers conforming to l i i i l i ASTM 121151,Latest Edition. S. Anchor bolts shall be located 4 the meas of a template,provided by the Building Contractor. Do not set by hand. iI i 9. All anchor bolts shall be 16' long ad embedded 12' minimum Into concrete. Contractor. Do not set by hand. expansion 'Int ! i ' ! 10. All footings shall bear on undisturbed Boll of 1 1/2 ton bearing capacity. I ; ; 12. Concrete for footings and foundation walls shall be 5000 pal a 28 days w/ 24'x24'xIY' dee i PROVIDE 4' POURED IN E i ' and have between 5% and 1% air antralrment by volume II P ; 5500 Pel GONC. SLAB WITH IS. All concrete slabs shall be laced on clean fill, compacted kc. 95% density. I ; concrete footln9 HAM. ATOP OF COMP i P P y i 34�-0�� 16.0 POi PILL,COMPACT ILS IN 6' 14. Concrete Par garage slabs, and concrete exposed to the weather shall be I LIFTS TO 95% PROCTOR PENSIly. I I 3500ps1 a 28 days and have between 5% and 1% air enkralnment by volume ___r__1c _rsak_e_fotryovY_k_n rTII-I -�_-__•r�©-w-?/t-______-__•____r--tiB_'-_8_'r 1-I'Jz t' m._ --t___r-"-b-'t__-__-__- _ -_iIJIJi I 60 wwm on J4i 44 B'-0 K/ 5611 deep g' g21 -0 2 I • iI';IIIII oheader - J - -- -{-7-- I i i 4''4" '-0- 42b2-04' 4I' -0 2O coni Otis footing --- ------------------ -.r ___________ __ - _ _ _ ___ _ 12 guaga metal Plate of fastened as o per manufaturer 21' ' rDo 24 4 deep 9616deep W 86"x • 2concrete foot[ 14 guaga metal stropcg Q fastened as 4T4per manufacturer 4"x4° Treated sxp Ion Joint O PROVIDE POURED IN PLACE p 9500 I SLAB ABOVE WIH z 0 ------------5 AAM. of COMAC1 Pa1RUF _ __ ____________ Wri TO N m _ 66x1010 wan on w/ 24'k24'x12deep I concrete footing — I Post 4 Header Connector Gab ��- -- -��- l I I I A iJU I,.rF. 4,r,,. 1��„ 1o'-e• r-a" 4'-4• I' I • � n'-+• -----------�-�----------- ------- SHEATHINGSHALL OVERLAP AT WINDO---- -----J D---------------- W d DOOR---------------------------------------------------------------- I HEADS TO ALLOW LOAD TRANSFER AROUND e: u --------------------------------------- OPENINGS TO COLLECTORS/DRAG STRUTS aT aso2 0` f pi-14E so'-0' 601-01 50'-0' DOUBLE TOP PLATE PLAN -- -- TYPICAL FRAMED OPENING FOUNDATIONFOU scale, I/8' = Rafter correctors as required ND TION PLAN See Deelgn Notes for Wlndepeed 2X6 BLOGKINb AT SEAMS fi llty TO ENSURE LOAD PATH TRANSFERFramin # � PLYWOODSHEATHIN& gppROVED BY 0 � WITH JOINTS STAbbERED22X6 WALL STUDS PLANNING BOARD b I\ K 3e 4e BOTTOM PLATE TOWN OF SOUTHOLD O ,\, 2 DATE Header $ 8 OG �,F SHEARWALL DETAIL WITH Is, Stuals 51 ewal (bp. =66ci RequireId FRAMED OPENING DETAIL DUCK WALK VINEYARDS Endwall 3 „_ , I Uplift comeckoro as requiScale: I/2 -I -O OO 4 b e point "A" See Design "N le ; For wlndspeed" For appllca4"x4" treated post ® - N\ 2) Header studs ___ 2" x 8" ledge 6" 2' rigid (R-5) Insulation TfT --77 -lT -1 N4 Vplllt i i cohr -to14 guaga metal strapulred . fastened as er manufacturer ct ` (4) 'e5 bare continuous .E n " p South dMain a New YorkE 25) 4 x4 metal base anchor Sidewal A i i o ; �v -Endwall min 12 guaga metal base SGTM #: 1000-'75,-02-25 fastened as per ma ufCona eta r ` ,a Feb. I, 2006 ObeninQ Promina Detail r-s' foundation A - �` 5c le: 1/2"•i-o' TLW9icaI Wall A- 1 Basic Load Diagram �' C7j0� F=oundation $ l=ooting scale 1 1/2" = 1'i Pier 4 Post Base Anchor N.T.S. GENERAL NOTE5: Charles W. Southard Jr. 140'-0• I. Contractor *hall verify condition* and dimensions and notify Architect A R G H I T E G T NORTH of Inconsistencies, prior to proceeding with any work. ® 9O,-0• bolo• 50'-0' 2. The Architect is not responsible for construction supervision unless specified by mitten contract. 4400 Veteran'* Hlghviay B'-0• B'-0• T'-0• e'-0' 10'-0• l0'-0' 10'-0• 10'-0• 5'-0• 9. All work Shall be done In accordance with all Federal, Building Cx�de Suite #20"1 of New York State, ASCE ,, # local Building Godes 4. All electrical work shall be done in accordance with the National Holbrook, New York 11141 4G Electrical Code, the Board of Fire Underwriters, and Residential Code of NY5, 26 Phone (631) 411-5228 Part VIII, chapters 99-42. Ilne of Ills above 5. All plumbing work shall comply with the Residential Code of NYS, Part VII, chapters 25-92. Fax (631) 411-5229 --- -- llne_of tr Ills atwv_e- ---- --- OR &'- n 2% -- 00 2_ -- ----------- i 4L0'Z' B'-0• Z' 8b• Z' 8'-0' 2' B'-0• � � i � 6. Do not scale these drawing*. Refer to mitten dimension*. I � I � r- L�J L2 LJ J L�J L� FRAMING NOTES: E 1. All lumber shall be construction grade, Hem-Fir, q,5 psi strength. p ' 4t ' 6 ' 4'-0' 6 ' 4-0' 2. Double framing around all openings. 8'-0' 6'-0' 21-00 6'-0' 6'-0' 6-0Q S. Headers over all openings shall be (2)20x8" unless otherwise noted, m r- 1;I---- - --�-- -O-- --------�- - ry - - ------ - Q-- ------ -- - n ❑ n ❑'❑ II ❑ n- A ----1 4. Double 2epoets under each end of all headers and girders. I I _ _ _ ____ -- metal headers _ _ I S. Provide etal Jalet hanger* where all members meet flush head - 6. Flrestop Ing is required at all concealed space* within wall, partition, floor, H .a 2X10 I 2 2X10 H F 2B�B 2X10 2XIO 2X10 ,s F ar cornice construction, and around chimney, pipe and duct openinge. • -U41 Such construction shall be fire-stopped or filled with non-combustible material, n9 Refer to to Building Code of NYS It 12 4B±-B• ion e * '© \ '�, PRIVATE TASTING I I 4 %I] ;/ COURT YARD (Facing the Vineyard) a'-01 ,'-B• APPROVED q O Q -------- -- V pQp�� j PLANNING BOAS D © H N Q ry o O g m © TOWN OF r1 "UTH LD EMP0 J Q © KIT yin i °) J Q ❑I I DATE S 8 oL 16 `. 241-0' rate r ih I n ad --� 6 O 1 _ G AG 1a 11 r l r-1 r-1 r on" eP RE EIVIN6 I ILITY " � �� 4' 10' , . 4'-i�' � � 4W1 �� i '-0• b' • 2'-OLM 4'-4' ��; 4�-IIO° 4'-10'� '-11'5 1' I' ' [pe-4" ' S'-0' " 1 ' I I I i'-4 I-4 I-4 h4' I' 4' SIB• b' Doors and Nlindows O �1 I. per �LUEE'-- - --- d steel, fabricated with a I ---- 1 wit TASTING ROOM O 4 Q I' Hollow t p4�;e a Idoors hardware reinforcement as required.and frames sholl be of 14 9Q Al®urfac a sell be pointed with a Q 'l 2 2 ;2XB Q Is ©a $ shop coat of rust Inhibitive primer. Frame shall be fully welded. Door and frame shall be Q 4 I 25'-4- i 1 p © as manufactured by "Coco Corporation, Oak Brook, II' or equal. . CORRIDOR Q m ® n © 1 ;' in o 2. Wood doors shall be 1 1/2 "B" label, solid core birch veneer, staln grade, with hollow metal Promise. Q I eHnk Q `� 9. Hardware set shall Include I I/2 pair of hinge butts, closer, heavy duty lockset, 1 4. Aluminum aloore shall be as manufactured Arch AlumWlum and Glass ore equal" _ - -- -� ------- ---9 F--- - n`T --'- ---R - v ---------9 I q „ I 1 nnX E --------Tr i Q 11 �` e1' n 5. Vinyl Wlndr�ws shall be as manufactured by SIMONTON Pro Finish, Master series or equal x 7 6 OPFICEW !! /Info. �' VEST RULE . x ' ws I CASE SJORAde `�� m <Q x i (SI ) r �. I 4' I '-0' 4'4'" 4' 12' 4'-6~ V-0• 5'-0". In '� ' Interior Finlehes r? (2) 2X V1 1 �claset �`� Kb , ; ©,up A. Walla - Gypsum board - Painted = Glass "A" 2) 2 ` I F ___ Q B. Ceilings- Mineral Fiber = Glass"A' Flame spread <25 4 I ry e e a e s e[� - i m G. Flooring - Office Area = Vinyl Composltlon TIIe = Glass "B" m I ----- -- -- - ---� I1 -- - -I Sanctuary = Carpet = Close "B„ X6'_10• 4 , .4,��� '-4• 1.[41] -p. 4'6, "4, 2' v T-4- i X,nO• " 4,-0• 7s' 0 1 ` D. Toilets = Geramlc The = Class „A„ 1 ry GOV - \` t ROOM FINISH SCHEDULE i I � ry �__ _______________1__ B 4 X j I (91 tis) 1 m I I I I I�I I❑� I� I�I O ROOF Above I ry _ Roots a ROOM NAME CEILING FINISH ViALI..a FLOOR FINISH REMAW.5 1, B I 4'-4' I II'-4' I- 4'i' I ,'-4• 2' © I Vestibule Accaustical Coling Plank 5heetrook/Pats Slate/ano-oy Tile Dip rnrn istant OorSle ect Q i 2 ComldoSheetrock Paint Sheetrock 4 Pand awy Tib slp 12 resistant OwnarSSlec! A b 2' A D I (9) 10 m D g Miampns Sheetrock Paint Cera iia Tile 4 wainscot Cercmk: Tib slip resista t Owner/5eleet • i 7 s s T ry I 4 Men 9heetrock Pant Cerank Tile 1 Wainscot Cerank Tib slip resiatXt 0AMWMSlsct FLOOR PL N r, ------------------- ---- ----- III���III `- ------- ------ -n - �- - -------------- -J L Q © -, 0 - 0- -------------- ---- -� 5 RPZ 4 Sprinkler Sheetrock Paint Shoetro& 4 Point Vinyl Coxnposllion Tib Polyunethar OwnerSoloct WINDOW, DOOR, E ROOM 18'-B• 2618' 15'-6' n 4 6 Tasting Roan Acceusllcal Colling Plank 5hsekrock J Pand blond OwnerSSloet FINISH SCHEDULE 4'-0' 4'-O' 4''0" 4'-0' 4'-0• 4b' 4b• , Recopklon 9hsekrock Paint 5hsetrack 4 Pats Vinyl compoelllan Tib arnorSalect NOTES 11'-0' 20'-0' IS'-0' B Closet Sheetrock Paint Shestrock 4 Point Vinyl composition Tib onneru`30160t ISo,_o. q beneral Office Sheotrock Paint Sheal rock s Paint Vinyl composition Tile awnerSelect 60-0' 10 Case Storage 55•' Tpe'X' Shoetroak Pain! "" Type'X' Shostrock Concrete Pahtfs"ler Ownsr/9aloat II utility 5/6" Tpe'X' Sheatrock Paint 55• Typs•X' Sheo*wA Vinyl Composition Tile OwrrSelact 12 ReeeNhg 55•' TypoW 07oalrock Paint 55' Type'X' Shestroek Vinyl C.onpoelblon Tiie owner/Seleet FLOOR PLAN 19 Tollot #acoustical Gelling Tile 2x4 Loy-h Tile Sheetrook 4 Paint Cemnk: Tile alp resistant OwnerSalect Scale. 1/6" = I'-O" *14Toilet Acuoustival Ceiling Tile 2x4 Lapin Tile Sheetrock 4 PaM Gsr'cmla Tile alp resisted OwnorSSioct E pioyee's Kitchen Acumtical Ceiling Tile 2x2 Lapp Tile She bwk s Paint Vinyl Composition Tile OwnsrSOISct Private Tcrthig Roan Aauoustical ceiling Plank Sheetroek s Pahl wood Poiyurothane ArnDrSsbet DUCK WALK VINEYARDS DOOR SCHEDULE WINDOW SCHEDULE DOOR# E Sig SWING MATERIAL FINISH Color FRAME FINISH Color HAROWAM REMARKS FINISH Rmmwa VIINDs aiTY Sig TYPE MATERIAL FINISH COLOR FRM•E FINISH COWR HARDWARE FINIGH REMARKS A 10 6'-0' xT-0' Left 4 Right Ravers Aluminum 4 blase Pahl Mite Akmhun Painted MU Panic Bar/Left; 4 Rot Hand Reverse Center wlLock Ribs self-cbshg I 12 6'-0' x I'-5' Transom 6020(Inverse) vhyi Beveled M he Fusion-Wakled Vhyl Min. Noor Self-closmg B 9 9'-0' x ,'-O' Lint Hand Revers Waod StainuPolyursdiana ow sr/5aleat Hollow Molal Pahl ownorSrre olect Left Hand Rovao Lock self-closing 2 9 6'-0' x s'-0' Half Rand 6090 Vinyl Beveled Vhlte Fusian-Welded Vinyl Wilke Nor C 2 5'-6• x T-0' Right Had Reveroo Weed s blase 9tehuPoiyrotham OwrrSolect Hollow Motel Paint OwnerSobek Right Hand Reveroo Lock Self-closYg 9 4 2'-0' x ,'-0' Fixed 2660 Vinyl Beveled Mile, fielan-WSIGd Vinyl mile Noor D 9 9'-0' x 1'-0' W jd Hand Wood 9WFVPolyrekhar OwrMBSlect Hollav Metal Point Omn rSSlecb Rroh Plate /KWk Plate/Pull Hendbs Lock Self-closing 4 i'4 2+-D' x 1' Awning 2020 Vinyl Beveled hike Fusion-WSIGd Vinyl MIS Crank HadlaRNltl-point Lack mite E l Paint OwnerSsbct Right Had Lock Self-closing [S] 4 4'-0' x 2'-O' Awning 4020 vinyl Beveled Mile Fusion-Wlelded Vinyl HAS Crank HadIPA-Witl-point Lock Wilte 9 9'-O' x ,'-0' RISK Hand Wood S bees* SteinuPolylralhaw Owrr/5slact Hollow Mote F I 91-6' x T'-0' Left Had Wood 1 blase StdVWolyurothar ovvwrmlect Hollow Metal Pahl Ownor Select Lint Had Lock Bali-closing F61 1 IB 1 4'-0' x 4b• Fixed 4040 Vinyl Beveled MINIS Fusion-Mlelded Vinyl Vhdo I Now Main Road (NYS RTE 25) b I s'-0' x ,'-0' Right Had Wood blase 5tahvYolyuralhana OwrrSalact Hollow Molal Paint Owrrr/5olock Rlgnt Had Lock Self-closing , 2 4'-o' x 41-00 Casement (2)2040 vinyl Beveled Mhlte Fusion-Wbldad Vhyl Vhlko Crank Hadleftiti-pout Lock Mite mulled Southold, Naw York H I 9b• x ,'-0' Right Had Ravers hood ;;;hMolyuralhans OwnerSoloct Hollow Metal Paint av r/6slecb Right Had Raww" Lock D 2 4'-0' x 4'-O' Quarter Round vinyl Beveled Mite Fuson-Wielded Vinyl hike None SGTM #: 1000-15-02-2.5 l I s'-0' x ,'-O' Rio Had Wood 1 blase StahrPolyuro0lano OwrrSalec! Hollow He Paint Ownor/5obck Rlghb Hand Lock Self-closing q 2 6'-01 x 6'-O' aborter Rand Vinyl Sovoled Write Fusion-Wislded Vinyl Wilt. Nor Fab. I, 2006 J Z B'-0' x 8'-0' Overhead Metal Pdnt Owrr/Solac! Steel Paint VFIte IM per owner ,Selection 4 Manufacturer Electronic Oponer s Manual Safety l0 4 0'-0' x W-0' Half Round Vinyl Soveled Mile Fasion-Wloldod Vl yl Vinke Nor Fab 14, 2006 K I s'-0' x T'-0' Loft Hand Reverse 9kaol 1 bless Paint OwrrSSlock Stool Paint vihite Lofk Hand Reverrs Lock s self-closing II 4 V-00 x V-O' Fixed 5050 Vinyl Beveled Mee Fusion-Molded Vinyl Vh#o None may/ L I S'-0' x T-0' RISK Hod Wood eGkes SlahnPolyurolhana OwwSSlect Hollow Metal Pahl ovowSolect Right Had lock Self-cIoeing IZ 6 5'-6' x 4'-I' Plied 5640 (hvareo) Vinyl Beveled MNIte Pinion-Wielded Vinyl Vhlte Nor A- L — G I 9'-0' x T-0' Left Had Mood StahR'olyurothans Owwlftloct Hollow Metal Pahl Ownar/90lect Left Had Lock Self-closing Is 2 S-0• x 4 10• Fixed 5046 Vinyl Beveled Mtn#* I Prolan-Wielded vinyl Mite M" - N 1 4'-O" x T-0' TrMead Opening 14 1 9'-0' x I'-0• Trea an 9010 V41 BeveledWille f uslon-Wlekbd Vinyl Mite Nor 4 0 1 9'-0' x T ' RlJlt Had s W Reverood SIo"olroth" 0wrr/9slect Hallow Metal Paint OwrrrSalect Right Revers" Lock ReveLock Self-eloehg 15 Z W-W x 5'-0' Fixed 4050 Vinyl Beveled Mh#e Fusion-Wblded Vinyl MIW Nor FASTENER WHEMLE FOR STRUCTURAL MEMBERS NORTH BCNYS TABLE 2504.x.1 Charles W. Southard J UMr ® 140'-0. DESCRIPTION OF BUILDING NUMBER AND TYPE OF SPACING OF FASTENERS ELEMENTS -FASTENER abzzl. ARCH I T E L T r Joist to still or Qlrder, toe nail g-ad — " Bridging 2-6d — 4400 Veterans HI hwa ` _Ji - - ttoo'enail each nd g y --— ,X 2XIO _y Ir- ----------------------------- ------------ ---------- ----- - 2 et lee, 3" I - ---------- -------------------------- _ I I I`� I I i I'kb" eubfloor or leve to each Joist, 2_� Suite 209 ------------------------ - -- - --------------------------------------------- ----------- ------ - face nail 2 stoma lee 15/4 — Holbrook, Naw York 11'741 _J L- — — -------------------------------- ---------- ----_------ __-- - 2" eubfloor to Joliet or girder, blind and face nail 2-16d --------- ll l �k__F o----------------__---- _1 - ------------------------____-- ------------ ------______ ---__ _ Sale plate to joist or block) face nail 1641 16" ora. Phone (651) 471-5228 TopOr' -- - -------------------------------- ------------- ----- ----------------------- --- � --- ----� Stud to Dom 8010 Plato to stud end nail 2-16d Fax (651) 4 !1-5229 , 1 Plato, toe nail 4-Bd Or 2-Ibd — II �I L Double etude, face nail I 1 x 1 16d 24" o.c. I �`---- -yi - ------------------------------ ------------- ---g Double late, face hall 16d 24" oz. .u`'� ------ _----------------------- -� COURT YARD (Pacing tins Vlneyerct) �- ------------------------------__ ______----__ __-$_F--,� Double to late lice, face nail 8-Ibd — ' --� I Sole late to joist er blockln at braced wall mole 9-I6d Ib" oz. II !_________ _J L_ ________________________________ ____________ _ p _ag_______________________ t , I — I, is _______________________________ _____________ _I _ _ Double lateis, minhnum 46-mch offset _-___ i� __________ ________________ _____ _y r_ _ __+ r --i P 8-Ibd -__'� `. I I I I of end joints, face mall In I ed area -� r -------------------------'---- ------------ x-�'-{� Blocking between Joists or rafters to 5-8d i- ------------------------------------- -i i- ------------------------------- ----------- --- -F----" \ I late toe nail ----------------------------- ------------ - Y i Rim joist to to Tats toe mall - --------------------------------------- - r- -- - I 8d We'd. I - ---------------------------------------------- --- I------- ---1{ Top plates, lape at comers and 2-I6d - ------------------- ------------------ - 1 = ----------- -=====1 =____ _____ ' Intersections, face mall Dal Ib' o.c. ale each ed �- ---------------- 6 I ��•________________ _i Ib'-0' 24'-0' I&'-0' i= _ _ _ ,� I Builtw header, two otos with ge _ _____________________________________ _ ---------- r_-_ -________ 1/2' spacer r-_ r 1 16d Ib' ora, 41 each ed ----------------------------------- —` �- -------------------------------- ----------- ----------- G*IIIn clots to late toe mall L J LU J -- L-J L J - 5-Bd i�- ------------------------------------ - 4 i�-+--------------------------+- i- ------------------------------ ------------ ----------- ------ -i continvove header to stud, toe nall 4-6d r- ------------------------------------- -�I--r-----r--r-r-'e� - -' -------------------------------} --r--r-i--i- -- � -------------------------------- ---------- -- ------------------ - -i Cellln o I over face na 5-I6d — p '11 Golfingole to parallel rafters, - ----------------------------- -- -- ------------------------------------------ - --------- - ro face nailil 9-1164 pp IL ------ 11 p JI g II ` ' I 1 I I J - ♦D Rafter to late, Itoe nail 3-8d �- -------------------------------` -� --II 1" -,F------------------------7�' _y ---IT- -- --------------------------- - - ---- - ------------------ -.4 1 IE 11, 1 I� , i I' brace to each stud and late, face mall 2-Sd — II V I ! I L_ L- \ ------------ ----------- ------ - I P ' r- -------------------------------i- -r1 1 n 1 I-- --I - --------------�f- - - li � �-�--- \------------------------- 7 2 staples, 5 I 1 „ -- r 1 -lt-+-- ------------ ----------- ------ - 1"x 8" eheathin to each bearing, face nail 2-8d — ----------------------------- / r--f-_�---,_..�w�: r- %--r- '1T- 1-- ------------------------ g g• `. : 1 �_ ___________________________ _1__L_ _ 1_yl I . ,t_ __r_J__l__x_________�,__1__L_ __ _y I _y _t__I__1_k______________________ ____________ ___________ ______ _ iiiI _I QI �1 I�`•� / • 1 --I - -- �� ------------ ---- ------------ ---- Wider than I"x 8 sheathing to each bearing, fats all 3-8d - - ---------------------f-�--+--�- err- I—�' -�-- -� --�'"'--+--r-7----E\'1--+--�-{�- -�--1-- --�-1--�-- ------------ ---- - - - --- p -___ff _ : L �i p iu� _-F_ --' y'�—_-_---- - I - -� ix-� J�-J ------_--- ---- I ' Bvllt corner attude ------------------------{�r--r- T- II T-- �\ T r- x r- --/�---------------------- - --F---- - -iY Ibd 24° OA. F y��1 I ~- ----------------------------y--L- �1-�I -r-�--�'-------------\�'C-L- - y r-Yh-r-J-:`--------------------------------------- ---E- I Nall each 1 r a0 follows, `,,I II }- �- 1 F i u �____ _� Built girders and beams, 2-Inch �� _ u L- ' --- `4-'i- ;�--------------------------- -W 9 20d 52 o.c. at '-r and bottom -----------------------------" Y�+- -- i- --------------- -� +-+-7 ------------------------- -------------- --- -+----n i lumber layer° and eta *red. Two malls a -moi ---------------------� - -J ---t+- �----------------------------- - -- 1 endo an at each splice. �- --------------------------- - 1 ---------- --- �, i Collar Tie to Ranter, Face Nall 5-lad ---- ---------------------- ------------ -' - ------------------------------- u 1 o 1 "' difill IQ 1 c -�-{- -- r -1 Jack Rafter to Hip, Toe Nall g-nod — r_ _;__L__L_J _L_�__ _ _ ___________________________ �.__L_J__J__L__L_1__Lr_ ____________ ___.K_ Face Nall 2-16d ___________________________________ ________________________________ II 1 1 �____ __________________} J �_ ___ _}__�`y Roof Rafter to 21x wage Beam, Toe Nall 2-Ibd ------------------------------------- q +------------- +- -------------------------------- ------------ - --.` _ Face Nall 2-16d - - �- - \I Joist to Band Joist Face null 3-I6d r_ _____________ ________ _, r_+_____________________________-_+_r r_ ________________________________ ____________ ______F____ ____{ 1 -� Q Lod er Strip, Face Nall 5-16d — ------------------------------------ - 4 ---- ------------ r---- J �_ ________________________________ __________ ------ -- _ �- L LE3;- E3JLOU --___ ----- . Structural Floor, Roof, $ Wall Sheathing < I/2' bd G,L 'ts ------ ----- - + ------------------------------- -------____ --------------- - -- 1 . -----__ ----__ Structural Floor, Roof, R Wall Sheathing 19/92` - 9/4' 8d D er 6d E ------------ - `------------------------------ L- r- ------------------------------ --------- -Ii I ---- - I I ---- - I Structural Floor, Roof, +f Wall Sheathing 7/8' - I' 8d G — _ ________________________________ ____________ ___________ ______ _d structural Floor, Roof, R Wall Sheathing 1 I/8" - 11/4" lod D or 8d E I I-- ------------------------------- -y ''- ----------- ------- ------------------- ------------ --- _a Structural Floor, Roof, Wall Sheathing < 3/4" 6d E — 1 single Floor (eubflloor R Ididerlayment to framing) 1/e" - I' 8d E ____ _ Single Floor (Is"lloor < underlayment to framing) I I/6" - 1 I/4' lad D or 8d E so, on 601-0. 501-0' Panel siding (to Framing) < 1/2" 6d F — Panel Siding (to Framing) 5/8" 8d F — Pleorboard Sheathing I/2' 11 go. roofing nail H ROOF 4 5TRUGTURAL PLAN l2 Fiberboard Sheathing 25/52" bd or 8d — scale. 1/8' = 1'-O" x Interior Pmeling II/4" 4d J — c`S��RCSaU cy Interior Paneling 5/8" 4d K il For SL I Inch - 25.4 mm, I foot • 504.8 mm, I mile per hour = I.60a km)h. ; r;:, 'p'h -s�'ol , A. Common or box nails erermitted to be used except mho o othe�be e stated.. B. Nails spaced at 6' oz. at edge*, 12' at Intermodlats its except wher* ons 45" or more. For nalllng � Ins 2 o4t • of wood structural panel end particleboard dlaphroms and sheer walls, rotor to section 2905. Nails for wall FNE sheathing ere permitted to be common, box or casting. ' G. common or deformed shank. D. Common. Top of Wall E. Doformed shank. ROOF 6 STRUCTURAL PLAN Preengineered Roof) Trues F. Corrosion resistant siding or casting roll. 6. Fasteners spaced 5" oz. at exterior edges and 60 oz. at Intermediate supports. Rafter connectors as requiredH. Corrasion ree'Metant roofing(2)2"x4" Top Plate nalls with 1/16" diameter head and 1 1/2" length for 1/2' sheathing and 13/4" length to I I II II Deta i i 1-1/4" x 18 guage steel strap w/ 25/32" eheathbng. Scala: I"=I'-0" holddown capaclty of 150 pp rafter I, Corrosion resistant staples with nominal 7/16" crown and 1 1/6" length for I/2• sheathing and 11/2" length for (2) 1.95" x 1125" Mlcrolam d lateral load capaclty of 55 pp rafter 25/92" sheathing. Panel supports at 16" ora. (200 R the strength axis Is the long direction of the panel fastened as per manufacturer recommendation unless otherwlse marked. x4' Wood Studs a 16' oz. 8" x 4' x 5/4" steel m-Fir, 995 ps0J. Casting or finish malls spaced 6" oc on panel edges, 12" oz. on Intermediate supports. welded to baso of column ' 15/32 plywood sheathing (4) 1/2' x 6" lag bolts O I Layer of 1/2" Sheetbroek fastened to all members K. Panel supports at 24". Gaetmg or finish nolle spaced b" on pmol edges, 12" on Intermediate supports. earl slde Wlth 118d malls ® b" O.G. on L. For roof sheathing applications, 8d nails are the min. required for wood structural panels. 21x4' Bottom Plate edges and 12" O.G. on M. Staples shall have a min. crown width of 1/16". Intermediate members N. For roof sheathing applications, fasteners spaced 4' oz. at edges, 8' at Intermediate edges. Vinyl Base o. Fasteners spaced 4" oz. at edges, e' at Intermediate supports for o bfloor and wail sheathing and 5' on conte DUCK WALK VINEYARDS 5 1/2'x5 I/2"xl/4" Vinyl Composition TIAs at edges, b" at Intermedlate supports for roof sheathing. steel tube column P. Fasteners spaced 4" oz. at edges, 8' at Intermediate. 4" concrete slab Plywood sheathing to be blocked wlth 2x4's at all seams ROOF LOAD CALCULATION5: to ensure continuous anchorage Roof Snow Load Reductions. As per section 99 of ASCE 1 8" x 8° x 3/4' steel Fie - 0.9GeCtIPg welded to base of cellnnn PP = .1 x .9 x LI x I x 45 psf I/2" dna. anchor bolts (I-story Structure) PP = 51.19 (4) 9/4" x 12 anchor bolts PP 3" Square slotted washers psf Interior Partitions Roof snow Laud Reductional As per Section 1.4 of ASCU_j ® 4'-O" oz. wlthln 6" - 12" from METAL ROOF - Slippery Surface — — Maln Road (NYS RTE 25) Floor Slab scale. I" • I'-0" end of plate section and Table 1-21a = .64 APP R,O EL) BY Southold, New York Note. All Proposed Partitions Shall coma I 7" min Into concrete foundation Ps = CSPP • II• .II 2'-0' x 2'-0" x 12' concrete a Po P 9 It 1S- : • - 5'-0" x 5'-O' x 12' concrete with the Following� c Ps =.64 x 91.19 = 19.9 pot PLANNING 6®Ai2D SGTM 6: 1000--I5-02-2,5 4, footing with 3 I/2" 5 1/2' x 1/4" Gyp Board to be ASTM G 56 .- 'a. stool bbs column (continuous) steel Screms to be ASTM G 454; G 1002 . Roof Load Colculatlons. Tl.9V°✓CJ OF ' "+FIOLC/ 2/14/0b O� Woad Studs • 16" oz. Hem Flr, 995 pG 414; G 415 Dead Load al Live Load = 20 pot DATE (4) $4 bare each may Joint Tape and compand top be ASTM i - S f oG 2/16/06 n -• A-3 • roofing im 2 pot Detail 1/2 Detail '2 ' calling = 2 pot Scale. 10=l'-0' lighting, Ipiping ! ductwork = 8 pot 617 Scale: I"=I'-O" Total Load = 52 psi 4,400 Veteran's filoway Suite #20'1 Holbrook, Nev4 York 11'141 Phone (651) 4'11-5225 rox (691) 4'11-52211 11100 �1 � �eTie�n � � � Im ... ............... � � 1� �� �� SII Illl�li�llll51, � n ■ � lu�llll lip wAo I `- I �I s � I 0sel■I fi I ■lama ` I -- II � �o�o � I� -Ji Rvw R11111 111111111 11 1111111 Im �-� imillim An 121 MAN U1111111111111111111 A� p2/01/062/14106l iMain RoadSouthold, Novi York Charles W. Southard Jr 5ymbolList : ARCHITECT QP 110 V. 20 Amp. Duplex Wall outlet 110 V. with 4400 Veteran's HighwyQsr-.1. 6rounInto er Q Junction box Suite #201 Soo Orn Exhaust Fan Vented Directly to exterior Holbrook, NaW York 11141 3 Single polo single throw switch Phone (631) 411-5228 5' 2-way switch Fax (631) 411-5229 ¢' 9-way switch g` Single pole singlle throw switch with key lock ® 120/240 Volk S phe»e S wire electrical panel wlth 20o amp main breaker H telephone outlet --------------------------------i I 1 O' computer outlet r-� r-� r-� I I r-� r-� r Hoak DO c r I�I Lull' 101 101 101 101 101 IL Audio akar 1 L_J L_J L_J 1 1 IL L_J L_J L_J L_J ® Fire Alarm Pull station with ALdlbletvbual above aHorn/Strobe a Exterior Wa11 Mounted 150 watt HIPS Floodlight 1 Emergency Ilghting with battery back-up --- ------ --- r-- -4-------- ----- - "--- ----'---�-----i r—---1 i II E%IT Exit light fixture Round pendant Incandescent calling fixtures 1 ® ® Q 11 Q Min S Watt/sgft. of area served. 1 1 Connected to Dimmer ewitehes li Round epotllght celling fixtures I 1 ® Min 5o Wakt/sgft, of area served. 1 1 2' x 4' laayy - In fluorescent light fixtures with aerylyc covers I II 1 II I ii 2' x 4' lay - In celling the 10 COURT YARD (Pachg the Vineyard) i «`.«« 2' x 4' lay - In vinyl faced eelling the 1 1 2' x 2' lay - In fluorescent light fixtures 1 1 TASTIW6 1 with acrylic covers BAR EMPLOYEE 2' x 2' lay - In celling the KIT 1 1 1 i 11 «�• 2' x 2' lay - In vinyl faced rolling the 250 watt HIPS high bay fixtures Frovido nitch tied to Q IliiASTIN!ROO F+ Exterior WWall mounted opening i closing of door min 5o Yiatt/sq.pt. of area served. 1 1 11 40001 s.f. 1 Connected to btrrmer switches oiling mounted Chandelier - I AFF Above flnllshed floor 1 EXIT 1 414 bee supply line I � •H hot water line I li ® ----------- - li •C cold wake line sprinkler head I 11 VESTIBULE ® a • Floor Drain I g g 1 ® Ac Supply vent I 6EDERAL OFFICE • ® AG Return Vent o� Hati A cAse STORAse } u exm I I ® eat Supply Vent �' T q1 r __ ® fire Extl bher Rat 2-A _-_____-___ - - r_ ________ a3 2 p' F 4 t covered Entry r__ ❑ i I I ELECTRICAL PLAN !Telt 1 III L__________________________________ 1 6 I I I I I I I j 1 I II I I a II I I 1 II I I I ----------------------------------------------- ELECTRICAL PLAN Scale. 1/8' 1'-0' DUCK WALK VINEYARDS APPROVED BY PLANNING 66ARD TOWN Or —'� JTHOLD-- DATE 5/� Maln Road (NYS RTE 25) Southold, New York Jan 30, 2006 Feb 10, 2006 Feb 16, 2006 Charles W. Southard Jr _© ARGHI TELT Beam — Q 4400 Veteran's Highway Suite 0201 Holbrook, New York 11 141 ---------------------------------- ------------------------------------ --------- I _ ® Phone 631 4'11-5228 r-, r �p i i�p i i�p i i I IOI IOI II]I IOI IOI I Fax (631) 411-52211 HA 6 R GORE I I HGODE I WEeROB TO r------------ ----- ----- --------------------------- ----- ------;- ---, Ad ustable 5YI Rin TO Loci-- -4-------- ----- - ----- --------L---'-� I I I i ! B BOILER 90,0 IL�R 5Cf eW TO r-, 15 I ....... I NIT 15 T Sprinkler Notes: I. Automatic Wet/D1y� spray sprinkler system to be Installed throughout. I I I I I II II II II Pad ' ] P �J P y 2. stem to conform to all rules E regulations of the Insurance WI I � � services office Commercial Risk Services, Inc. Per NFPA -13 �________________� i I i i li 3. Underground piping including where It enters the building will be ®i I®li 9 PP 9 9 9 II supported as specified by NFPA -24 pertaining to rodding, clamping, Ir COURT YARD (Facing the Vineyard) � I � i i I li i i and thrust blocking of the pipe. I I BAR I II I I 4. Interior hangers and supports will be per Section 2-6 -------� I ' I I I II ^i I I i iii II 5. Inspectors test connection per Section 4-15.4.2 b. Dry Inspectors test connection per Section 4-15.4.3 I i i II I l i i I I I I I iii i 7. Drain connection per Section 4-143 ee K�ITPGIoHEN ppFF -1 i i i ,i 8. Sprinkler spacing, location and position per Section 4-1 _____ I I I II 9. Pipe type and schedule per Section 2-3 ben rtor I I I I I I I II „ 10. All sprinkler orifices are I/2 unless otherwise noted. d. sheer -_-_-_-_-_�� (�- -tom_�L"--- `i <'l 1----------------------------------------------------------------------- iu ®i'� 4000 eRf�M I lui 18 Entire building Is p be d ankler lis it i i 14 Ins Schedule 10 piping, branches schedule 10 Black piping AG > I I 12, M Pad 1 r Rf AA 11 II equipment approved and or listed Ppr fire protection service. IU WJI I11 Provide all required signs. I I ti i ' I i ®Iz i®iii i REMOTE BRANCH LIFE OUT51ULM HALL. I I I II I I II I I I II I I I I I i i i i iI I IIII _ ii 11 II i � I I 11 I I 11 I I 11 I I I ® ISI IQ yl IIu1 n I TEST VALVE p \� IN AGGE5518LE LOCATION _____JJ-___ __JJ____________ '- II i--------------- ® I - II (slate) ��I....Iyy ® i I I I Ii I I I I I II R51 161 I ,Ila-11 GENERAL OFfIC� � q IuI1 I I I IIL'I 1 ASE STORAI I I I I 1 II I I I I I I II I I I 1 III I®I I®III 45d ELBOW W/GORR0510N I RESISTANT I'II I �IIIIIII III1III IiI I Iilri_0_� r'�o__, I❑�1 I II IIII II'� Ij^I� iII1' JI1I mmsr olerlwr CI!'!! ��III1I IN W^J III1i RESISTANT OUTLET Covered Entry Slate Tl kfi H ;�ry, Not P112e System et Connection L-----------------------------------____ ______________Xy0p4 I _� n 'L I t I o- I I ______-; HVAC SPRINKLER FLAN L _______________________________________________________ _______J L________________________________________ Scale, 1/8" - 111 WATER MOTOR C70NO - Floor Plan ASHRE Requirements Ventilation Rate, Main Floor 428,400 aft / 120)20 of -956 air chargee / hour F_-_h .._ (MaehWIcal Cad& .,a New York State Table 4058) Taeting 50 cfm/person x 205 Persons - 6150 cfm OUTSIDE WALL Office 20 cfm/person x 2 persons - 40 aim HeatingAirconditioninC� Notes : sales .SO cfm/s ft x 242'T sI - '728 cfm WReliable Alarm Valva Warehouse .15 afm/eq�t. x 1498 egf4. - 222 cfm I. contractor shall provide all labor, and materials as aro necessary to provide a complete Model 'I with 2" drain Total "1140 cfm and fully operating system, energized and ready for use whether all Items are shown UA x AT of 68d - lid - 59d - BTUH (heat lose) on drawings or not. Heal;no / Goolha, 1546 x 59d - 88,122 BTUH (heat lame) Heating Load 80,122 bt0h 2. All work *hall comply h all neepecte with the New York State Energy Code, Latest Edition, Cooling Load -80,920 btuh UA x AT of 88d - I - 20d - B'IUH (heat gam) Latest Edition, and all other local codes. 1546 x 20d � 50,920 B'NH (heat galrU BUTTERFLY VALVE DUCK WALK VINEYARDS Heat gain - 50,920 btuh S. All work areas and offices shall be heated to 68 degrees. All exam rooms shall be heated to 95 degree* WITH TAMPER Owupants -450 bW/person x 2,012 - 151,100 BTU 4, All fuel supply piping shall be copper or Iron. Total AG Load - 162020 btuh 5. All exhaust venting *hall be In Insulated piping, ale per manufactures epeclflaatlons. RPZ 2 I/4 x 2 I/4 x 4' HVAC Unit 5peclfications, 6. Provide Insulation of R-5 on all ductwork. LI-_< SIAMESE (2) 15 Ton Trans Single zone split System Unite '1. Unite shall have a SEER of 9.5 minimum and an AFUE of 19% min. CHECK VALVE (1) 15 Ton Trane Single zone split System Units 8. Provide make up air of 10% Provide (1) IIOv 20 amp weatherproof receptacle per each unit 9. All ducts to be of 50 ga. balvanized steel as per MG Table 603.3 4 Sized in accordance with A'kAF Handbook of Fundamentals. ACCESSIBLE 9 4TRY 265,000 BtuH toller ae fired B 10. All gas vents up to 12" dial. shall terminate a min. of 12" above the roof plane Main Road (NYS RTE 25) Use 8" x 8' Flue and &I min away from a vertical wall or similar obstructlan APPROVED BY Southold, New York - -mbustion Air Q2 ^- ^�^ • arse IO 11. Flexible air ducts 4 connectors shall be tested in acorodance with UL ISI and be labeled class I or O. - Min "I Fresh Air opening - I sq. In. / 1,000 btuh of unit Input 12. All clearances between canbustable materials 4 mechanical system equipment shall be in accordance PLANNING BOARD 265,000 Btuh / 1000 • 265 eq. h. use 19" x 19' with manufacturer rewmmendatlon. 06 Jan 30, 20 ¢bwm o ' 7 IOLD Feb 10, 2006 _ 15. All piping material and sizes shall comply with Fed sections 402 4 409 Feb Ib, 2006 - sae Pipe sizing shall be based on Table 402.9(2) of F6GNY5 14. sae shut off valves *hall be Installed where required, of an approved material, and In accordance DATE - sizing bared on assumed gas pressure of .25 psi. 4 a S" drop In water colunn, with section 409 of FISI c 15. Chimney to be an Insulated metal chimney anmd sized as per requirement of baller manufacuter. `— WATER MAIN bas Boller, 265,000 BWh (Equipment Input) - 265 Guft/h required FIRE ALARM VALVE and RISER: Islas HW Heater, 80p00 BWh (Equipment input) 111 80 cuft/h required 4" VENTI THRU ROOF— Charles W. Southard Jr RooF I� ARGHITEG I 4 2" Vent __ 1 2" Vont i} i All aecesslble doom shall 4400 Veteran's Highway -------------r" I I Display the International 5 r- I 1 Suite M20 I ' 1 I2• MYI.i SIT of aecesslbillty. Holbrook, New York II'141 I &LA$5 -- ------------ Phone (b51) 4"11-5228 4" Vent Through roof HAND 5 GOMPARTME T WASTER i SINK ' BAR SINK Fax (651 4-11-52211 I Latch to Provldod € s ; OPEN DRAINS OPEN DRAINS OR3kIN F FIN. FLOOR «Note. Door Hardware shall be 54" min. and max. above ry I ' I the floor or ground. All accosslblo Kltc Ink Toll Toll � lava . ' lava . ; ` 4" cast Iron waste pitch I/8" per Pt. ' Ishwas ear LFrom�HA Heater TO PROP05M GREASE L fixtures � hardware shall be Installed S 8 — as per ICG/ansl Al1T.l-111118 -------------------- `old Su I P Accessible Doors Fin. Floor From Service T'-6• Same. 1/2"-I'-0" ICY N ew' 4'-0'mYl. ox66 Toilet ' "'• Pitch 1/4"/' 4' Vent Through roof rMILM FPMM I IL\�J e'via. I 2" vont t Poper Hold r P !4S) I ` !. l �s l 4" g,-0' BACK WAILL SIDE WALL �• t� � wr. `I lava - �lova o 'lava o y L 5yopl1 _ HAND I GAP TOILET DETAILS ' From HW Heater Gold Sv I � 8 From service c.o. qo HANDICAP TOILET DETAIL G.O. �+s I xrs• 4" Pitch / i APPROVED BY 4" V peugFrToof PLANNING BOARD TOWN YHOLD 9_" vent i DATE i- - -------- -- --- - --- -- -------- --- --- ------ -- -- --------- --------------------- -- -- ------ 1 �•o '1 > • > i > > i I 4. n I I i > Hot _ y I h Uri I From H Heeater 1 ❑ ❑ l Toilet Tolle TollToll FromSer Ice ; ____________________________ sink PRIVATE TASTING O AR c,' 1 w-10• N��o I I n �•. /sour Fin. Floor C1.0Yr COURT YARD (Facing the Vineyard) I e O 1 15ra �re �ni �ro �ro �td I i i i �' �w;ll r TASTING 5`lc r �a3o2 1 Pitch I/4"P p BAR Employes a. 4" Vent Through roof KITCHEN Plumbing Plan, P mbi n9 Riser Diagram, Handicap Toilet G,O I Details 2" vent ' I '------r-------� i 100 ballon i � ,i Heater it � ' -- -- - -- --� HW li ❑❑ M❑ ® ® ® L -J ® r: * S�lI s i�S�ll.Pg 1 REGEIVINS UTILITY li l > _ > I> J_________________J L-----------.------ J lava flava lacd 5UPPIM va O HOt r"L�?Pi1__ From HW Heatelr CORRIDOR Drainae Fixture units (DFU 's) : _ce ce c From Service (6) Water closets e 4 dfu/tollot - 24 dfu. — ; — ; C (2) Urinals • 4 dfu/urhal • 6 dfu. Fin. (Floor Co el C ' 0) Mop sink e 2 dfuArinal - 2 dfu. Reeept WOMEN MIEN (4) L ov • I dM/toliet • q dfu. P5-ssh air /Info. V Total • 45 dWs. n e GENERAL OFFICE E5TIBULE DUGG WALK VINEYARDS Pitch I/4'/' CASE STORA&E ry PLUMBING RISER DIAGRAM cleast 5prinklsro not to scale li 4• ca l: Fan Plumbing house trap r_-_ ---� ---------------- 1. -------1. Solder shall contain no more than .2% lead system 2. Water supply piping shall be copper yTo sanitary 5. Waste and vent shall be P.V.C. or copper and In accordance with Covered Entry PG Table '102.2 and ASTM 5 "I5 4 A5TM D 2665. Main Road (NYS RTE 25) 4. Pipe hangers shall be spaced a min of 4' o.c, R ❑® IN ❑ Southold, New York 11 S. All exterior water supply piping shall be Installed a min. b" below frost line J-------------------------------------J and 12" below grade as per PG 505.6 � Feb Ib, 2006 6. All piping materials shall comply with NYS uniform building code 11184 edition section 904.6 I ?. All water service piping shall be rated for 160 psl. a Y3.4 degrees F. PLUMBING PLAN _ I � 8. Water service pipe shall be copper and In accordance with A5TM 5 42 or ASTM B 502 Scale. I116" • 1'-0" — or other pipe allowable by PGNYS or SGWA. �__________________ __-____________J __________________________________________--___________________-_-___J 8. Water service pipe shall be copper and in accordance with A5TM 5 42 or ASTM B 502 11. The potable water supply to lawn Irrigation systems shall be equipped with a backflow preventer as per section PG606.16.5. f t PLANNING BOARD MEMBE MAILING ADDRESS:• P.O. Box 1179 JERILYN B.WOODHOUSE �QF soolyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS # Town Hall Annex MARTIN H. SIDOR H 54375 State Route 25 GEORGE D.SOLOMON , �O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND OI�CQUIY l, Southold, NY Telephone: 631 765-1938 Fax: 631 765.3136 May 9, 2006 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Charles W. Southard, Jr. Architect 4400 Veterans Hwy, Suite 207 Holbrook NY 11741 Re: Proposed Site Plan for Duck Walk Vineyard Located on the n/s/o County Road 48 approximately 546' west of Maple Avenue, known as 44535 Main Road in Southold SCTM # 1000-75-2-2.6 & 2.7 Zone: AC District Dear Mr. Southard: The following resolutions were adopted by the Southold Town Planning Board at a meeting held on Monday, May 8, 2006: The final public hearing was closed. WHEREAS, the site plan is for construction of a 7,600 sq. ft. vineyard building with 38 parking spaces provided as required and 31 additional overflow parking spaces in geoblock type on 30.5 acres parcel in the A-C Zone; and WHEREAS, Merlot, LLC is the owner of the property located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7; and WHEREAS, on December 5, 2005, the Southold Town Building Department issued a Notice of Disapproval on Form No. 3 indicating " the proposed winery will require approval from the Southold Town Planning Board" and also indicated "you may now apply to the Southold Town Planning Board"; and WHEREAS, on December 7, 2005, the agent, Charles W. Southard, submitted a formal site plan for approval; and WHEREAS, on January 10, 2006, the Suffolk County Department of Planning responded after review and determined this matter is for "local determination as there appears to be no significant county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239L & M General Municipal Law; and WHEREAS, on January 11, 2006, the Southold Town Fire District found that there is adequate fire protection for this parcel and the fire access is sufficient, the recommendation is valid for one year from the date of the letter; and ' Duck Walk Vineyards Pa e Two May 9 2006 WHEREAS, on January 12, 2006, the agent, Charles W. Southard, submitted a letter which identified he materials for the proposed building as follows: 1) Roofing- Green — Standing Metal Seam 1) Riding - Cream - wood or Hardie Siding 2) Accent Walls — Beige Stone; and WHEREAS, on January 12, 2006, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and approved the application subject to light cuts and elevation, as well as an update on planting, and the Planning Board incorporates this recommendation in the site plan; and WHEREAS, on April 11, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617, performed a coordinated review of this unlisted action and, as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on April 17, 2006, the Southold Town Building Inspector reviewed and certified the site plan for "Winery" use; and WHEREAS, on April 21, 2006, the Southold Town Engineer reviewed the site plan materials and approved the proposed drainage with comments and the Planning Board incorporates his recommendations in this site plan; and WHEREAS, on May 1, 2006, the New York State Department of Transportation reviewed and approval the proposed work under permit number 10-05-0642 and the Planning Board accepts this approval; and WHEREAS, on May 1, 2006, the Suffolk County Department of Health Services reviewed and approved this project under reference number C10-05-0020; and WHEREAS, on May 4, 2006, the Architectural Review Committee reviewed the revised architectural drawings and associated site plan materials and approved the application subject to conditions, and the Planning Board incorporates this recommendation in the site plan; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following four items shall be required: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet town code requirements. 2. The applicant must obtain a SPDES General Permit (NYR-10Ho57) for Storm Water Discharges (General Permit Number GP-02-01) from the New York State Department of Environmental Conservation for the construction activities. 3. All signs shall meet Southold Town Zoning Codes and shall be subject to the approval of Duck Walk Vineyards • Page Three • Mav 9 2006 the Southold Town Building Inspector. 4. Landscape survivability guarantee: the applicant agrees to replace any of the landscape which dies within three years of planting; be it therefore RESOLVED, that pursuant to Southold Town Code 100-254 Part 1, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined that the action is consistent provided that the best management practices outlined in the May 8, 2006 memo prepared by the LWRP Coordinator are implemented; and be it further RESOLVED, that the Southold Town Planning Board grant approval on the site plan prepared by Charles W. Southard, Architect, dated October 25, 2005 and last revised April 12, 2006, and a set of architectural plans prepared and certified by Charles W. Southard, Architect, dated February 16, 2006 and authorize the Chairperson to endorse the final site plan with the following conditions: 1. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 2. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved site plan. 3. If the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 4. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. A copy of the approved site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the Building Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, deri`lyn B. Woodhouse Chairperson Enc. cc: Building Dept. Town Engineer/Highway Dept. S,f. DUCK WALK VINEYARDS 44535 Main Road Southold,New York 11971 September 14, 2007 _ 1 j Ms. Jerilyn Woodhouse SEP 7 2001 ' Southold Town Planning Board �_ I Main Road Southold,New York 11971 --- Dear Ms. Woodhouse: As promised, the shields for the wall pack lighting around the building at Duck Walk Vineyards (North)have been installed, front and sides,totaling four lights. Presently, these lights are not being used. We feel the parking lot lights appear to be adequate for our security concerns. The parking lot lights are on between 7 p.m. and 11 p.m. A letter regarding the geo-block pavers will be addressed in the latter part of October. Sincerely v Alexander Damianos Vice President/General Managet ,•. MAILING ADDRESS: PLANNING BOARD MEMBERS tF soar P.O. Box 1179 JERILYN B.WOODHOUSE O�� y�l Southold, NY 11971 Chair h Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND �li.�"COU,M'� Southold, NY 1111 Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE August 29, 2007 TOWN OF SOUTHOLD Alexander Damianos Duck Walk Vineyards 44535 Main Road Southold,New York 11971 Re: Duck Walk Vineyards Route 25,Southold SLIM# 1000-75-2-2 Dear Mr.Damianos: As per your phone conversation with Amy Thiel on June 28,2007 the Planning Board thanks you for your cooperation and purchase of shields for the lights on the property. Please indicate in writing if you have completed the installation of those shields,including quantity and location. In addition,please indicate the duration of time the exterior building lights and parking lot lights are used during the evening. Please be aware Town Code §280-117 Lighting states,"All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within properly boundaries" and"It is a general principle of the Town that parking lot lights should be turned off or reduced in intensity between 11:30 p.m. and 4:00 a.m." In addition, as stated in the letter to you dated June 27,2007 regarding changes to the approved site plan,please be aware this office granted an extension of time for the installation of the geo-block pavers and hedge of junipers until October 31,2007. Upon further review of the proposed hedge of junipers,the Planning Board is requesting the proposed hedge of junipers be clustered along the geo-block pavers to create a more natural buffer along NYS 25. Please submit,in writing,a letter detailing information regarding the lights as discussed above and your intentions with regards to the landscaping along NYS 25. Your cooperation is greatly appreciated. Please do not hesitate to contact this office should you have any questions or need anything further. If you would like to schedule a time to speak with the Planning Board at a scheduled work session,please contact the Planning Board office. Sincerely, Jerilyn B.Woodhouse Chairperson Cc: File ggOFFO(,rc pLPrNNING BOARD OFFICE SOUTHOLD A ' 12H16209170 1 TOWN OF o E 25 L 5 STATE ROUT 5309 0 M d � _ .41 P.O.BOX 1179 � $OO _ SOUTHOLD,NEW,YORK 11971-0959 �� O + R 08/31/2007 Sy Mailed From 11971 US POSTAGE r �.'• - AI xander Damianos S Duck Walk Vineyards 44535 Mai- o a Southold, NIXIE 117 OC 1 00 09/02/07 RETURN TO SENDER ,° "�.%•�, NO MAIL RECEPTACLE UNABLE TO FORWARD V✓' BC: i197109sfl79 *0402-09503-31-43 II! 7 hW •s9 h„Illy►IhLlhlll,l,IIILIII,h,rLIIL{,ILIr)Lh,,,bll l 1111IIIII l101 11 II III I 11 111 111111 I war MIINNIN NNIOI .OiiINNNNI NNIN VALERIE M. SCOPAZ 5 e/71 cy August 4, 2007. Jerilyn Woodhouse, Chairwoman Members of the Planning Board `� P.O. Box 1179 ---- ]� J Southold,NY 11971f-- Re: Lighting Issue AUG - � 20Southold ToN Dear Ms. Woodhouse, I am writing to suggest the Planning Board (and its slt 1p'lan-s conduct an evening inspection of the new winery, Duck Walk Vineyard, in Southold. The lighting on the site (within the parking lot, on the building and on the sign) is not contained within the property boundaries, instead spilling outward and upward. The lights remain on late into the evening, long after the winery has closed for the day, creating a well of light on a relatively dark stretch of road. This is contrary to the Town's long-term vision of maintaining a small town, rural character where the night-sky can be viewed. This winery is located within a few miles of Custer Institute. As noted in the Town's Local Waterfront Revitalization Program, Custer is one of the last remaining amateur observatories left on light-polluted Long Island, and protecting the night sky from light pollution is a Town objective. No other winery has such an excess of lighting on-site, except for Raphael Winery. After that winery was constructed, the Planning Board asked for the installation of lower wattage bulbs, which the winery complied with; but the fact remains that the use of unshielded light poles has had a urban/suburban effect not in keeping with the Town's long term policy of minimizing light pollution. I am also concerned about the lack of substantive buffer landscaping at the Duck Walk site. The straight line of alternating street tree - bush planting scheme in the front yard provides no real screening for any of the adjoining residential neighbors, including those to the south of State Route 25. Instead, the view(by day and by night) is of an expanse of lawn, asphalt, light stanchions and spotlights. State Route 25 is a State-designated Scenic Byway Corridor, and the Town's adopted policy is to protect the view from the road. I am aware that the small building area posed logistical problems in the site design. However, shorter light stanchions and denser,more natural landscaping (even rows of grape vines)would have gone a long way towards ameliorating the suburban look of the parking lot. I am not surprised the property owners across the street have planted trees in their front yard in an attempt to protect themselves. I strongly encourage the Board to initiate a dialogue with the winery owner and negotiate shielding of the building and pole lights as well as the planting of additional buffering landscaping in the front and side yards. Sincerely, sz- Valerie M. Scopaz P.O.Box 1655 Southold,NY 11971 Ford, Amy From: Ford,Amy Sent: Friday, June 29, 2007 9:41 AM To: George Solomon (E-mail); Jeri Woodhouse (E-mail); Joseph Townsend (E- mail); Kenneth Edwards (E-mail); Martin Sidor(E-mail) Cc: Terry, Mark; Semon, Bruno; Trezza,Anthony; Forrester, Ed Subject: Duck Walk Vineyards Morning All- I just wanted to let you all know that I spoke with Alex Damianios yesterday on the phone. I inquired about the lights on the building. He told me that he has ordered shields which attach to the existing wall packs(the wall pack lights on the building are the ones that have received compliants),thereby reducing the glare from the lights by 50%. He expects to receive them this week and will install them immediately. Hopefully,this should resolve this issue. Alex also explained that he is sending a letter to the Planning Board explaining this(Ed-I will forward a copy to your office upon receipt). He also informed me the site landscaping(with the exception of the geo-pavers and juniper hedge-as discussed)has been installed. Please let me know if there is anything further I should do. Thanks, Amy. 1 i F��c2 PLANNING BOARD OFFICE ( _ TOWN OF SOUTHOLD 012H16209170 m 53095 STATE ROUTE 25 P.O.BOX 1179 - �J^�l SOUTHOLD,NEW YORK 11971-0959 � YJ � M � 1 —�t $00'5'"R O T 06/28/2007 �Q v Mailed From 11971 US POSTAGE 4" VJ � Alexander Damianos Duck Walk Vineyards 4453` - - • r I SoUtl' NIXIE DC 1 00 06/29)07 RETURN RN TO SENDER NO MAIL RECEPTACLE UNABLE TO FORWARD � BC: 11971098979 *'0402-08100-29-43 I ii919710O3>3 1,,,11,,,1161„1,,,1,,,1111,,,66„6611„II„IL1,,,,611 I lu I luul III I mmu uunoi�� �11��1�1111III IIIIIIIIIII��I�le�99e�11. ., .. ''iTIRTnTNRYRII' pl�.:�SNen \r `w✓ MAILING ADDRESS: PLANNING BOARD MEMBERS ��qso�lyo P.O. Box 1179 JERILYN B.WOODHOUSE �� �Q Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS n Q Town Hall Annex MARTIN H.SIDOR �O 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND yCOUNN,� Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 27,2007 Alexander Damianos Duck Walk Vineyards 44535 Main Road Southold,New York 11971 Re: Duck Walk Vineyards Route 25, Southold SCI'M# 1000-75-2-2 Dear Mr. Damianos: The Planning Board has reviewed your written requests dated June 1,2007,June 6,2007 and June 8,2007 (all attached) requesting changes to the approved site plan dated May 8,2006 and final satisfaction letter dated February 5,2007. The Planning Board has reviewed your requests and approves the following changes: ■ Final completion of all site landscaping,with the exception the juniper hedge as detailed below, no later than July 16,2007. If the landscaping is not installed by July 16,2007, the applicant must request an extension from the Planning Board, in writing,detailing the expected time of completion. ■ Change in street trees from Pin Oak and London Plane to Flowering Purple Plums along NYS 25. As stated in your letter dated June 6,2007,"Please note that the spacing and the original size of the trees will be the same." All street trees must be the same size (caliper),spacing and quantity as shown on the site plan stamped approved on May 8, 2006 and are to be installed not later than July 16, 2007. • The installation of the geo-block pavers and hedge of junipers along NYS 25 must be completed no later than October 31, 2007. The Planning Board recognizes that,due to financial constraints,this will be completed by October 31, 2007. If the geo-block pavers and junipers are not installed by October 31,2007,the applicant must request an extension from the Planning Board, in writing,detailing the expected time of completion. • The Planning Board approves the landscaping changes as listed above provided the following condition listed in the resolution dated May 9,2006 applies: o Asper the Landscape Survivability Guarantee,the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. 'w Duck Walk Vineyards Page Two June 27,2007 All work must comply with Town Code. This letter will serve as permission from the Planning Board for these proposed changes. This letter does not condone any other site plan changes and or approvals from other agencies if required. Please do not hesitate to contact this office should you have any questions or need anything further. Sincerely, t&,X� IA�4k..� (R) B.Woodhouse Chairperson Cc: File James A Richter, Town Engineer(with attachments) Michael J.Verity, Chief Building Inspector(with attachments) Enc: June 1, 2007,June 6,2007 and June 8,2007 letters from Alexander Damianos � w DUCK WALK VINEYARDS 44535 Main Road Southold, New York 11971 June 8, 2007 Ms. Jerilyn Woodhouse Southold Town Planning Board Main Road Southold, New York 11971 Dear Ms. Woodhouse: We would like to ask your permission to delay planting of the parsons junipers in front of the parking pavers. We believe the junipers could be damaged when the pavers are installed. We plan to install the pavers when parking at Duck Walk is not adequate and the landscaping will be completed at that time. Sincer ;z Alexander Damianos Owner/General Manager JUN 14 2001 Southold Then plannin Bcard a9 W File # � a TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of ComplaintIlAAr14 U.�a��c �.h�r,_.r-C� SCTM# Property Owner: Phone Address:_ NATURE OF COMPLAINT: /n .f t �.�-�.. r o i ��-e(0 -F rit Emna.r o ✓� a �� VLM. { C .0 C V / ACTION TAKEN: (� n / �I errt-S '�/wnn(g f -Jfri t n t Tia cCr�p tQ1he_R p - Optional: I Complainant: 'wtoj 76L(54* By Phone Mail In Person�� Address Phone: / Report Taken By: 'r rt�T�_ Date: 6l- ,U -7 Date Referred to Code Enforcement: `Tto '1 re_-Cxrre_d � plo � -P u,L5 (-t S10 'f ------------i ------------------------------------ CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: JUN - 8 2001 ACf•ION/DATE: 06/04120,3 60:34 51673462@5 PINDAR VINE`,ARDS PACE 131 yJi r1 q DUCK WALK VINEYARDS 44535 Main Road Southold, New York 11971 �1 . June 6,2007 JUN - 7 2001 Ms. Jerilyn Woodhouse Southold Town Planning Board Main Road T Southold,New York 11971 Dear Ms. Woodhouse: Would you please consider the following change in our landscape design? While visiting Bissett Wholesale Nursery, I could not find pin oaks large enough for our original landscape plan. This was one of the variety of tree that we had considered. As 1 was looking around the nursery, I discovered beautiful flowering plum trees(10-12 feet). 1 feel they would better enhance the beauty of the landscape. Please note that the spacing and the original size of the trees will be the same. We respectfully request this change from our original plan, Sincerely, Alexander Damianos Owner/General Manager 06/04/2007 03:34 5_c•7346205 PINDAR VINEYARDS PAGE 12 A441"4 - Ms �oad��►se w { Table VII. 2 Permitted Varieties of Trees, for Site Landscaping and Street Trees Kousa Dogwood Comus Kousa (tree form) Ginkgo Ginkgo Bllobe Honey Locust Gledltsia TrieriecanthOS Inermis Carolina Siiverbeti Halesia Carolina Sweet Gum Liquid ambar Sturaciflure Tullp Tree Lirlodendron Tulipifera London Plane Platanus Acerifolia Brrnlade Prunus Accoladi Pu is FkrvveringPlum Prunus Ceraelfera ami ,harry Prunus Okaml Sargent Cherry Prunus Sargent) Kwanzan Cherry Prunus Serrulata Aristocrat Pear Pyrus Calleryana 'Aristocrat" 4 — Cleveland Select Pear Pyrus Callaryana "Chanticleer" Trinity Callery Pear Pyrus Calleryana "Trinity" White Oak Quercus Alba Northern Red Oak Quercus Borealis Rubra Pin Oak Quercus Palustris i Japanese Stewardia Stawardis Pseudocamellia Japanese Snowball Styrax Japonicus (tree form) Fragrant Snowball Styrax Obassia (tree form) American Linden Tills Americana Silver Linden Tills Tomentosa If you want to propose other possible options, please contact the Engineering Division, 631-957-3124. Maples, Birch, and Ash are not to be used because Asian Long Homed Beetles make their home within them. Removal of trees in the beetle quarantine areas must be done only by firms certffied, and staff trained, for such specialized removal, Trees are to be spaced 30'apart. All trees are to be 2.5" to 3.5" diameter at time of planting. Cherry trees are not to be used In tight areas with less than 5' planting space. If the trees are to be clustered, the clusters are to be at least 20' apart, 30' for Linden. The the actual number of street trees is 1 tree for every 30' of roadwayfrontage; number and placement shall be found on the site plan as approved by the Planning Board, in lieu of planting street trees, the Planning Board may require the applicant to donate to the Street Tree Trust Fund, at a rate of $275 per relieved tree. 05/30/2007 00:14 5'.S'r'346275 PINDAR VINEYARDS PAGE i81 _._�-----..• ^ 1110 z�J�,llS...ZZ»> DUCK WALK VINEYARDS �� 44535 Main Road Southold,New Yoik 11971 JUN - 4 2001 r + June 1,2007 Ms. Jerilyn Woodhouse v Southold'Town Planning Board Main Road Southold,New York 11971 Dear Ms. Woodhouse: This letter is to inform the board that the roadside landscaping will be completed by the end of this month or sooner. I apologize for the delay. If you need any further information,please do not hesitate to contact me. Sincerer 7 V7 � Alexander Damtanos Owner/Cieneral Manager LASER FICHE FORM Planning Board Site Plans and Amended Site Plans E:7 SPFile Type: Approved Project Type: Site Plans Status: Final Approval SCTM # : 1000 - 75.-2-2.6 Project Name: Duck Walk Vineyards 12/05 Address: 44535 Main Road Hamlet: Southold Applicant Name: Merlot LLC Owner Name: Merlot LLC Zone 1 : A-C Approval Date: 5/8/2006 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 5/9/2006 Zone 2: Zone 3: Location: located on the n/s/o County Road 48 approximately 546' west of Maple Avenue in Southold SC Filing Date: C and R's : Home Assoc: R and M Agreement: SCAN Date: TOWN OF SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: I�L / � /—O Site Plan Name: NEW WkJI (LY F0E 1)ik1C < Suffolk County Tax Map#1000-_3�j_- 0 L - 2, 6 042- Other SCTM#s: Street Address: Hamlet: SpUTUOLO Distance to nearest intersection: Type of Site Plan: New Amended Residential If Amended,last approval date: SECTION B: Owners/A¢ent Contact Information Please list name, mailing address, and hone number for the people below: Property Owner Aai r LL t Street City &ES' Ahd ��State IJV Zip 107 Home Telephone Other Applicant ME&LC U,C Street_ S4(,; K ICy(L n Wig City &gt)F� - �► S -ipA State lJ Zip 117 oto Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* LRUrS jj SQ �M 11L Qf,(' G7S Streetl)D UC`l�t(JEMC ffiJY 5i1i7>Y �O`) r City tLQ,Rnc};C State Ad Zip -7L41 Office Telephone {` (,,,l) C j { -$ ZZ$' Other Unless otherwise requested,correspondence will be sent only to the contact person noted here. Page I of 2 locos/os � e�y SECTION C: Site Data 0 Proposed construction type: New Modification of Existing Structure _Agricultural Change of use Property total acreage or square footage: ZZn 1 ac./sq. ft. Site Plan build-out acreage or square footage: I.S ac./sq, g. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: (. l"ENTL`; I!ELgr( 122,lals�-Qllx� Property Zoning District(s): A-c Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No_ If yes,have you submitted an application to the ZBA? Yes No_ If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building,indicate square footage of floor area per use. List all existing property uses:_ VhCANT List all proposed property uses:_W I Up7jU Other accessory uses: Existing lot coverage: % Proposed lot coverage: A L 3 % Gross floor area of existing structure(s):_ sq. ft. Gross floor area of proposed structure(s):-7 Parking Space Data: #of existing spaces: O #of proposed spaces: -73 Loading Berth: Yeses No_ Landscaping Details: Existing landscape coverage: �% Proposed landscape coverage: % Waterfront Data: Is this property within 500"of a wetland area? Yes No—If yes explain: 110' r/- FROM NW ' I,the undersigned, cerci t f e tion is true. Signature of Preparer: Date: -a 1 Page 2 of 2 �nmaina APPLICANTS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOIK 1AE-ROO MS. IP&JO-S being duly sworn, deposes and says that he resides at In the State of New York, and that he Is the owner of the above property, or that he Is the P (LES lip&' T of the �'�L 1c�w T L^ t'( Me) hip or Corp s which is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the Ude to the entire parcel, Including all rights-of-way, has been dearly established and Is shown on said Plan; that no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the fNing of Site Plans and will comply with same; that the , P�Ianning of the su' BoBoaans rd and at veedaWtivalnot physical Improvements wilered or changed l any Inmanner�ict accordout the ance With the plans submitted. Signed (�/nerl Signed 1" al (partner or corporate officer and Title) Swom to m I r Ar (Notary Ilc) . LEST E.SIEMS R. - � �Q. Notary Public,State of ew York No.01 S16028951 CluaI8led in Suffolk County Commission Expires August 9,20� Town of Southold C h LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#fir- 0 Z - Z PROJECT NAME NF.W W 1 N-(RY pbf7_ The Application has been submitted to(check appropriate response): Town Board 0 Planning Board 0 Building Dept. 0 Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity, agency regulation,land transaction) (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit,approval, license,certification: 0 Nature and extent of action: Location of action:_. MAN RD SeJ � Site acreage: 2A Present land use: VA CANT Present zoning classification: A'C 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number:Area Code( ) (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes F] No NZNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 11 Yes El No .Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Q Yes Q No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria 0 Yes 0 No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria E YesEl No ONot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III —Policies; Pages 22 through 32 for evaluation criteria. R Yes [] No W Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. © Yes D No[X Not Applicable Attach additional sheets if necessary 1 Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. © Yes ❑ No I Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. 13 Yes❑ No ANot Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets ifnecessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ N0 Not Applicable Attach additional sheets ifnecessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 hrrf though 65 for evaluation criteria. I�SJ Yes ❑ No 0 Not Applicable Attach additional sheets ifnecessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY TITLE 41 DATE k1-1 — Amended on 811105 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional Information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not Involve new studies, research or Investigation. If information requiring such additional work Is unavailable,so Indicate and specify each Instance./if Name of Action WI9EV F'p(L '10(,K W4-LK, Location of Action(Include Street Address,Municipality and County) MAIN z-\) r� SoFPW Name of Applicant/Sponsor CLh f er, W ! Mik.M '-A(- &ta—ad— Address q(4&) eJU9,M WJJ CJjc W)7 City/PO OiCk.R{U K Stale_ fN Zip Code 11741 Business Telephone 7 _ Z2k Name of Owner(if different) Address 5q1 M I J! 'r y city/PO AM .IEM21 OM ! G!raop state Zip Code 7 Business Telephone Description of Action: QQ.©PtSsC—N) C.605TRAXWJ OF tJCLJ 7,-6W SgPf. t�JtN+±Ry. Dona 9 of 91 . 0 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:❑Urban ❑Industrial ❑Commercial pResidentiai (suburban) Dural(non-farm) 11Forest 1�3 Agricutture ❑Other 2. Total acreage of project area: s acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) Z., acres acres Forested — -- acres eves Agricultural (Includes orchards, cropland, pasture, etc.) — acres eves Wetland(Freshwater or tidal as per Articles 24,26 of ECL) acres eves Water Surface Area — acres eves Unvegetated(Rock, earth or fill) J Jacres apes Roads, buildings and other paved surfaces — acres acre5 Other(Indicate type) acres acres 3. What is predominant soil type(s) on project site? a. Soil drainage: ❑Well drained _% of site ®Moderately wall drained 100 % of site. [:1 Poorly drained _% of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ❑ Yes in No a. What is depth to bedrock (in feet) 5. Approximate percentage of proposed project site with slopes: w0-10%_% ❑10- i6%_% ❑ 16% or greater_% B. Is prolect sUbstantlall contiguous to or contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes allo 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes WNo 8. What is the depth of the water table? 7 17, (in feet) 1;/1 9. Is site located over a primary, principal, or sole source aquifer? ❑Yes LhiNo 10. Do hunting,fishing or shell fishing opportunities presently exist in the project areal IJ Yes I&No ' Pana 3 of 21 0 11. Does project'site contain any species of plant or animal life that is Identified as threatened or endangered? Oyes MNo According to: IdentF eachspecies: 12. Are there any unique or unusual land forma on the project site? (i.e., cliffs,dunes, other geological formations? ❑Yes PNo Describe: 13. Is the project site presently used by tie community or neighborhood as an open space or recreation area? ❑Yes %No If yes, explain: 14. Does the present site I elude scenic views known to be important to the community? []Yes No / 15. Streams within or contiguous to project area: a. Name of Stream and name of Flive to which it is tributary 16. Lakes,ponds, wetland woes within or contiguous to project area: DOPY c�vGJS , 1-70"/- oP' OW caR. E:X of aepera%-y b. Size(in acres)' -5 Dnnn A ,.f" 17. Is the site served by existing public utilities? 1 N Yes ®No a. If YES,does sufficient capacity exist to allow connection? [Ayes ❑No b. If YES,will improvements be necessary to allow connection? eyes ❑No 18. Is the site located in an,agricultural district certified pursuant to Agriculture and Markets Law, Article 26-AA, Section 303 and 3041 '"Yes 1:1 No 19. Is the site located inffffor su ----bstanif 11ontiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 6177 ❑Yes No 20. Has the site ever bean used for the disposal of solid or hazardous wastes? ❑Yes [ANO No .B. Project Description 'T", I. Physical dimensions and scale of project(fill in dimensions as appropriate)" a. Total contiguous acreage owned or controlled by project sponsor. `L. 1 acres. b. Project acreage to be developed: 1. 3 acres initially; S acres ultimately. c. Project acreage to remain undeveloped: . 4d acres. d. Length of project, in miles: (if appropriate( j a. If the project is an expansion, indicate percent of expansion proposed. _%J f. Number of off-street parking spaces existing proposed g. Maximum vehicular trips generated per hour: 5'6 (upon/completion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately r L Dimensions (in feet) of largest proposed structure: height; _width; rt{y length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 7-55 ft. 2. How much natural material(i.e. rock,earth, etc.) will be removed from the site? tons/cubic yards. 3. Will disturbed areas be reclaimed ®Yes 1:1 No ❑N/A a. If yes,for what intended purpose is the site being reclaimed? Fo(iruAwilmR,45 b. Will topsoil be stockpiled for reclamation? Yes ❑No c. Wig upper subsoil be stockpiled for reclamation? Yes ® No 4. How many acres of vegetation (trees,shrubs,ground covers) will be removed from site? I.s_acres. o....., 9 ,.f w S. Will any mature forest lover 100 years old) or other locally-important vegetation be removed by this project? 0 Yes N No 6. If single phase project:Anticipated period of construction: 9 months, (including demolition) 7. If multi-phased: a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase 1 functionally dependent on subsequent phases? 0 Yes O No 8. Will blasting occur during construction? ❑Yes D9 No 9. Number of jobs generated:during construction V_; after project is complete 10. Number of jobs eliminated by this project 11. Will project require relocation of any projects or facilities?❑Yes M1 No If yes, explain: 12. Is surface liquid waste disposal involved? Yes ONO a. H yes,indicate type of wasteswage industrial, etc) and amount l b. Name of water body into which effluent will be discharged �,t 13. Is subsurface liquid waste disposal involved? Izi Yes O No Type 11P S��L <s 14. Will surface area of an existing water body increase or decrease by proposal? ®Yes MNo If yes, explain: 16. Is project or any portion of project located in a 100 year flood plain? 0YeslVQ1No 16. Will the project generate solid waste? 0 Yes No a. If yes, what is the amount per month? 2 _tons b. If yes, will an existing solid waste facility be used? LaYes ❑No c. If yes, give name ���,t� '.� ( �{Jn�u[ _ location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes 114"0 e. If yes, explain: 17. Will the project involve the disposal of solid waste? Oyes ®No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated sitg life? years. 18. Will project use herbicides or pesticides? Yes 0N 19.Will project routinely produce odors(more then one hour per day)? ❑Yes KINo 20.Will project produce operating noise exceeding the local ambient noise levels? ❑Yes No 21.-Will project result in an increase in energy use? �Yes ❑ No TTTT If yes, indicate type(s) (�AS � tLECifz►(, 22. If water supply is from wells,indicate pumping capacity gallons/minute. 23. Total anticipated water usage per day gallonstday. 24. Does project involve Local, State or Federal funding? ❑Yes 1"+ No If yes, explain: Dnnu 7 of 71 25.Approvals Required: Type Submittal Date City,Town, Village Board ❑Yes ❑No City, Town, Village Planning Board ❑Yes ❑ No City, Town Zoning Board ❑Yes ❑ No City, County Health Department ❑Yes ❑ No Other Local Agencies ❑Yes ❑ No Other Regional A�ancies ❑Yes ❑ No State Agencies 11 Yes ❑ No Federal Agencies 11 Yes ❑No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? MYes ❑ No If Yes,indicate decision required: ❑Zoning amendment ❑ Zoning variance ❑New/revision of master plan ❑Subdivision Site plan ❑Spediial use permit ❑Resource management plan ❑Other i 2. What is the zoning classification(s)of the site? Ac 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? A - C. B. What is the maximum potential development of the site if developed as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? 01Yea ❑No 7. What are the predominant land use(s)and zoning classifications within a Y. mile radius o proposed action? ice' ftes )�h�iu w ineq A- / B. Is the proposed action compatible with adjoining/surrounding land uses with a Y. mile? x 'Yes ❑No 9. If the proposed action is the subdivision of land, how many lots are proposed? a, What is the minimum lot size proposed? 10. Will proposed action require any authorization(s)for the formation of sewer or water districts? ❑Yes No 11. Will the proposed action create a demand for any community provided services Irecreation, education, police,fire protection? ❑Yes Wo a. If yes, is existing capacity sufficient to handle projected demand? Yes ❑No 12. Will the proposed action result in the generation of traffic significantly above present levels? ❑Yes�No a. H yes, is the existing road network adequate to handle the additional traffic. ❑Yes ❑No D. Informational Details / Attach any additional information as may b j�eeded to clarify your project. N there are or may be any adverse Impacts associated with your proposal,please discuss Bch impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Naille I I Date Signature 14 1 VJ// Title If the action Is In the Coastal Area, and you are a state agency,complete the Coastal Assesement Form before proceeding with this assessment. 617.20 Append&A State Environmental Quaft Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data,it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ✓❑Part 1 ❑Part 2 ❑Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information,and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ❑ B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* ❑C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Duck Walk Vineyards Name of Action Town of Southold Name of Lead Agency Jerilyn Woodhouse Chairperson Print or Type Name of Responsible Officer in Lead Agency Title of Re ponsible Officer Zfinature 6f Responsible Officer in Lead Agency —signatur&O P spar di ent from responsible officer) 10 April 2006 website Date Page 1 of 21 • 0 PART 2 - PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of Lead Agency General Information(Read Carefully) ! In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But,for any specific projector site other examples and/or lower thresholds maybe appropriate for a Potential Large Impact response,thus requiring evaluation in Part 3. The impacts of each project,on each site,in each locality,will vary. Therefore,the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. ! The number of examples per question does not indicate the importance of each question. I In identifying impacts,consider long term,short term and cumulative effects. Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. C. If answering Yes to a question then check the appropriate box(column 1 or 2)to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided,check column 2. If impact will occur but threshold is lower than example,check column 1. d. Identifying that an Impact will be potentially large(column 2)does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. f. If a potentially large impact checked in column 2 can be mitigated by change(s)in the project to a small to moderate impact, also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Impact on Land 1. Will the Proposed Action result in a physical change to the project site? NO YES Examples that would apply to column 2 • Any construction on slopes of 15%or greater,(15 foot ® Yes ❑No rise per 100 foot of length),or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table ❑ ❑ ❑ Yes 0No is less than 3 feet. Construction of paved parking area for 1,000 or more © ❑ Yes ❑No vehicles. • Construction on land where bedrock is exposed or Yes []No generally within 3 feet of existing ground surface. • Construction that will continue for more than 1 year or ❑ ❑ Yes 0No involve more than one phase or stage. • Excavation for mining purposes that would remove ❑ © ❑ Yes 0No more than 1,000 tons of natural material(i.e.,rock or soil)per year. Page 11 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Construction or expansion of a santary landfill. ❑ ❑ ❑Yes [—]No • Construction in a designated floodway. ❑ ❑ ❑Yes [:]No • Other impacts: 0 ❑ []Yes [:]No 2. Will there bean effect to any unique or unusual land forms found on the site?(i.e.,cliffs,dunes,geological formations,etc.) ElNO ®YES • Specific land forms: ❑ ❑ ❑Yes [:]No Impact on Water 3. Will Proposed Action affect any water body designated as protected? (Under Articles 15,24,25 of the Environmental Conservation Law, ECL) ❑D NO ❑YES Examples that would apply to column 2 • Developable area of site contains a protected water body. ❑ ❑ ❑Yes ❑No • Dredging more than 100 cubic yards of material from channel of ❑ ❑ ❑Yes ❑No a protected stream. • Extension of utility distribution facilities through a protected water ❑ ❑ ❑Yes ❑No body. • Construction in a designated freshwater or tidal wetland. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No _ 4. Will Proposed Action affect any non-protected existing or new body of water? ❑i NO ❑YES Examples that would apply to column 2 • A 10%increase or decrease in the surface area of any body of ❑ ❑ ❑Yes ❑No water or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface ❑ ❑ ❑Yes []No area. • Other impacts: ❑ ❑ ❑Yes ❑No Page 12 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 5. Will Proposed Action affect surface or groundwater quality or quantity? 1:1 NO El YES Examples that would apply to column 2 • Proposed Action will require a discharge permit. ❑ ❑ [:]Yes ❑No • Proposed Action requires use of a source of water that does not ❑ ❑ ❑Yes ❑No have approval to serve proposed(project)action. • Proposed Action requires water supply from wells with greater ❑ ❑ ❑Yes ❑No than 45 gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ ❑Yes ❑No supply system. • Proposed Action will adversely affect groundwater. ❑� ❑ ❑Yes ❑No • Liquid effluent will be conveyed off the site to facilities which ❑ ❑ El Yes ❑No presently do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons © ❑ ❑Yes ©No per day. • Proposed Action will likely cause siltation or other discharge into ❑ ❑ ❑Yes ❑No an existing body of water to the extent that there will be an obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or ❑ ❑ ❑Yes ❑No chemical products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without ❑ ❑ 1:1 Yes ❑No water and/or sewer services. • Proposed Action locates commercial and/or industrial uses ❑ ❑ ❑Yes ❑No which may require new or expansion of existing waste treatment and/or storage facilities. • Other impacts: ❑ ❑ ❑Yes ❑No Page 13 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 6. Will Proposed Action alter drainage flow or patterns,or surface water runoff? El NO 1:1 YES Examples that would apply to column 2 • Proposed Action would change flood water flows ❑ ❑ Dyes ❑No • Proposed Action may cause substantial erosion. ❑ ❑ ❑Yes ❑No • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated ❑ ❑ ❑Yes ❑No floodway. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AIR 7. Will Proposed Action affect air quality? 0 NO ❑YES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips in any ❑ ❑ ❑Yes []No given hour. • Proposed Action will result in the incineration of more than 1 ton ❑ ❑ ❑Yes ❑No of refuse per hour. • Emission rate of total contaminants will exceed 5 lbs.per hour ❑ ❑ ❑Yes ❑No or a heat source producing more than 10 million BTU's per hour. • Proposed Action will allow an increase in the amount of land ❑ ❑ ❑Yes ❑No committed to industrial use. • Proposed Action will allow an increase in the density of ❑ ❑ ❑Yes ❑No industrial development within existing industrial areas. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? ME NO 1:1 YES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or ❑ ❑ ❑Yes ❑No Federal list,using the site,over or near the site,or found on the site. Page 14 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Removal of any portion of a critical or significant wildlife habitat. ❑ ❑ ❑Yes ❑No • Application of pesticide or herbicide more than twice a year, ❑ ❑ ❑Yes ❑No other than for agricultural purposes. • Other impacts: ❑ ❑ Dyes [-]No 9. Will Proposed Action substantially affect non-threatened or non- endangered species? El NO E]YES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident ❑ ❑ Dyes ❑No or migratory fish,shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres of ❑ ❑ ❑Yes [:]No mature forest(over 100 years of age)or other locally important vegetation. • Other impacts: ❑ ❑ Dyes ❑No IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will Proposed Action affect agricultural land resources? ❑ NO ❑� YES Examples that would apply to column 2 • The Proposed Action would sever,cross or limit access to ❑ ❑Yes ❑No agricultural land(includes cropland,hayfields,pasture,vineyard, orchard,etc.) • Construction activity would excavate or compact the soil profile of ❑ ❑Yes ❑No agricultural land. • The Proposed Action would irreversibly convert more than 10 ❑ ❑ ❑Yes ❑No acres of agricultural land or,if located in an Agricultural District, more than 2.5 acres of agricultural land. Page 15 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • The Proposed Action would disrupt or prevent installation of ❑ ❑ ❑Yes ❑No agricultural land management systems(e.g.,subsurface drain lines,outlet ditches,strip cropping);or create a need for such measures(e.g.cause a farm field to drain poorly due to increased runoff). • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AESTHETIC RESOURCES 11. Will Proposed Action affect aesthetic resources?(If necessary,use the Visual EAF Addendum in Section 617.20,Appendix B.) ❑NO YES Examples that would apply to column 2 • Proposed land uses,or project components obviously different ❑ ❑ ❑Yes ❑No from or in sharp contrast to current surrounding land use patterns,whether man-made or natural. • Proposed land uses,or project components visible to users of El ❑ ❑Yes ❑No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. • Project components that will result in the elimination or Q ❑ ❑Yes ❑No significant screening of scenic views known to be important to the area. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, prehistoric or paleontological importance? IDNO ❑YES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or ❑ ❑ ❑Yes ❑ No substantially contiguous to any facility or site listed on the State or National Register of historic places. Any impact to an archaeological site or fossil bed located within ❑ ❑ ❑Yes ❑No the project site. • Proposed Action will occur in an area designated as sensitive ❑ ❑ ❑ Yes ❑ No for archaeological sites on the NYS Site Inventory. Page 16 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON OPEN SPACE AND RECREATION 13. Will proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? NO ❑YES Examples that would apply to column 2 • The permanent foreclosure of a future recreational opportunity. ❑ ❑ ❑Yes ❑No • A major reduction of an open space important to the community. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique characteristics of a critical environmental area(CEA)established pursuant to subdivision 6NYCRR 617.14(8)? ❑i NO ❑YES List the environmental characteristics that caused the designation of the CEA. Examples that would apply to column 2 Proposed Action to locate within the CEA? Yes❑ ❑ ❑ ❑ • No • Proposed Action will result in a reduction in the quantity of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will result in a reduction in the quality of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will impact the use,function or enjoyment of the ❑ ❑ ❑Yes ❑No resource? • Other impacts: ❑ ❑ Oyes ❑No Page 17 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? ❑. NO ©YES Examples that would apply to column 2 • Alteration of present patterns of movement of people and/or ❑ ❑ ❑Yes ❑No goods. • Proposed Action will result in major traffic problems. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON ENERGY 16. Will Proposed Action affect the community's sources of fuel or energy supply? [E]NO []YES Examples that would apply to column 2 • Proposed Action will cause a greater than 5%increase in the ❑ ❑ []Yes ❑No use of any form of energy in the municipality. • Proposed Action will require the creation or extension of an ❑ ❑ ❑Yes ❑No energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • Other impacts: ❑ ❑ []Yes []No NOISE AND ODOR IMPACT 17. Will there be objectionable odors,noise,or vibration as a result of the Proposed Action? [D NO []YES Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital,school or other sensitive ❑ ❑ []Yes []No facility. • Odors will occur routinely(more than one hour per day). ❑ ❑ ❑Yes ❑No • Proposed Action will produce operating noise exceeding the ❑ ❑ ❑Yes ❑No local ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a ❑ ❑ ❑Yes ❑No noise screen. • Other impacts: ❑ ❑ 11 Yes ❑No Page 18 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? E]NO ❑YES • Proposed Action may cause a risk of explosion or release of ❑ ❑ ❑Yes []No hazardous substances(i.e.oil, pesticides,chemicals, radiation, etc.)in the event of accident or upset conditions,or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of"hazardous wastes" ❑ ❑ []Yes ❑No in any form(i.e.toxic,poisonous, highly reactive,radioactive, irritating,infectious,etc.) • Storage facilities for one million or more gallons of liquefied ❑ ❑ ❑Yes ❑No natural gas or other flammable liquids. • Proposed Action may result in the excavation or other ❑ ❑ ❑Yes ❑No disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste. • Other impacts: _ ❑ ❑ ❑Yes [:]No IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will Proposed Action affect the character of the existing community? [j]NO ❑YES Examples that would apply to column 2 • The permanent population of the city,town or village in which the ❑ ❑ ❑Yes []No project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating ❑ ❑ ❑Yes ❑No services will increase by more than 5%per year as a result of this project. • Proposed Action will conflict with officially adopted plans or ❑ ❑ []Yes 1:1 No goals. • Proposed Action will cause a change in the density of land use. ❑ ❑ []Yes []No • Proposed Action will replace or eliminate existing facilities, ❑ ❑ ❑Yes [:]No structures or areas of historic importance to the community. • Development will create a demand for additional community ❑ ❑ []Yes ❑No services(e.g.schools, police and fire,etc.) Page 19 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Proposed Action will set an important precedent for future ❑ ❑ [:]Yes ❑No projects. • Proposed Action will create or eliminate employment. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No 20. Is there,or is there likely to be, public controversy related to potential adverse environment impacts? ❑NO ❑YES If Any Action in Part 2 Is Identified as a Potential Large Impact or If you Cannot Determine the Magnitude of Impact, Proceed to Part 3 Page 20 of 21 ' • Town Of Southold • P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/16/05 Receipt#: 4939 Transaction(s): Reference Subtotal 1 1 Application Fees 75-2-2 $1,810.00 Check#:4939 Total Paid: $1,810.00 } i Name: Duckwalk, Vineyards By Charles Southard Jr 4400 Vets Mem. Hwy, Ste 207 Holbrook, NY 11741 Clerk ID: LINDAC Intemal ID:75-2-2 MAILING ADDRESS: PLANNING BOARD MEMBERS OF SO(/j�o P.O. Box 1179 JERILYN B.WOODHOUSE �Q l� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y i- Town Hall Annex KENNETH L. EDWARDS %Ol �O 54375 State Route 25 ORl (cor. Main uh ,' ggAve.) GEEDSOLOMON SodNY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM RECEIVED To: Elizabeth Neville, Town Clerk From: Planning Department DEC 1 6 Date: December 15, 2005 Southold Town Clerk Re: Check Enclosed herewith is the check listed below. Please return a receipt to us. Thank you. Project Name A Type Tax Map # Amount Date of Check Duckwalk Vineyards 75-2-2 $1,810 app fee 12/7/05 LR enc PLANNING BOARD MEMBERS MAILING ADDRESS: 1179 JERILYN B.WOODHOUSE '.o��4f SO!/ryo6 Sou hOold,oNY 11971 Chair EDWARDS H OFFICE LOCATION: KENNETH L. DWAR WILLIAM J. S Town Hall Annex � MARTIN H.SIDOR Q 54375 State Route 25 GEORGE D. SOLOMON (cor. Main Rd. &Youngs Ave.) yCOW � Southold, NY Telephone: 631 765-1938 PLANNING BOARD OFFICE Fax: 631 765.3136 TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Neville, Town Clerk From: Planning Department Date: Re: Check Enclosed herewith is the check listed below. Please return a receipt to us. Thank you. Project Name & Type Tax Map # Amount Date of Check Duckwalk Vineyards SP 18-5-13.8 $1810 12/7/05 LR encs. PLAN STATUS REPORT SITE PLAN TYPE: AMEN DED NEW WITHDRAWN INCOMPLETE PROJECT NAME: ZONEI:4if ZONE2: ZGNE3: LOCATION: ¢¢33_S a -• ea - HAMLET: a-��+dT. SCTM# 1000 - OWNER NAME: /"1 r44 Z-Z-(- TEL#(_) APPLICANT NAME: 14 TEL#(_) \ AGENT NAME: <EL#(_)¢7 id ��� / PROJECT DESCRIPTION: /,)ej IC�7- llkll'les EXISTIN( PROPOSED USE: DATE BUILDING DEPARTMENT NOTICE:S/P REQUIRE^Y R N ZBA APPEAL REQUIRED Y OReO Zx4-5-/-045- PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: —/—/— APPLICATION RECEIVED DATE: / / 6 /QS, APPLICATION PROCESS DATE: PAYMENT RECEIVED: AMOUNT RECEIVED:$ /8-/0 • —!_/_ NEW SP:$500./ACRE&.10/SF, AMENDED SP:$250.+.10/SF, AGRIC SP:FLAT$500 FEE AMOUNT:(VX.00 X =$ /o�($.10 X 7CC O SF=$ NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTS R N APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUILDING DEPARTMENT MEEETING 100-254133(WITHIN 30 DAYS) NOTES: REVISED SUBMISSION RECEIVED: NOTES: REFERREDA(yg'NCIES: WITIJMAPS=W/P) �1/ 1�1L1 STZBA✓STBE ,STC/TB�,7H�,STBT✓STE.�SCDHS✓,NYSDEC✓USACORPS_,NYSDOT ,SCWA�!SCPDo,SCDPW4,LWRP— RESPONSES NOTES y„ S 'c. -.-.1 '411 LEAD AGENCY: TosP& OTRER:_MvTRW:PARTI ,PART 2_,PART 3_SHORT RAF ,LONG RAF• �'_/ / NOTES: _ — — ACTION TYPE:COORDINATED:— UNCOORDINATED:— (TYPEI, TYPE2:_UNLISTED:_) REFERRED TO:STZBASTBD ,STGRBy,JH STET_ STE ,SCDHS_,NYSDEC SACORPS—,NYSDOT_,SCWA_,SCPD_,SCDPW_ SEQRA DETERMINATION:NEG DE R N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: LWRP COORDINATOR: w BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: -Y�5 TOWN ENGINEER APPROVAL; "'-'S-- DEROFTRANSPORTATION:DOW,DPWfj TOS_ �L//'- SUFFOLK COUNTY DEPARTMENT OF PLANNING: L/ EOS 7-/ / [• SUFFOLK COUNTY DEPT OF HEALTH:PERMIT#: OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: —/ BOARD OF TRUSTEE'S: NYS DEC ETLANDSMDAL/SPDES 4rc rs r•f u� CK 1 PLANNING BOARD DECISIONS: CONDITIONAL FINAL:—I—/—, DENIED: APPROVED: FINAL: l lU NOTES ENDORSEMENT OF SITE PLAN: —/—/— FIELD INSPECTION FOR C/O: / /— DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT—I—l— TOWN ENG—I /— GENERAL NOTES: Q79-0 ckS Q asymel'if AIM A" AfAFW e 10/4/2006 Semon, Bruno To: Ford, Amy; Terry, Mark Cc: BD/PB Dist List Subject: Duck Walk Vineyards Hi Mark, This is a reminder that we need the LWRP comments on or before the public hearing set May 8, 2006 for the above referenced site plan. Please allocate enough advance time for presentation of the comments to the Planning Board. The file is in the meeting box by Linda. sp-DUCK WALK.doc Attached is the draft resolution for review. Please advise me of any changes if required. Thanks Bruno i i • i (�k a��ao� Joon bAmiloS C i - -DiAMi6aloz 7/'3y / IDn I ( ep i \ 7b -74; i Semon, Bruno From: Kalin, Carol Sent: Thursday, December 01, 2005 8:29 AM To: Semon, Bruno Subject: RE: Meeting with Dr. Damianos A follow-up to the last meeting. Original Message ^ G/ From: Semon,,Bruno Sent: Thursday, December 01,2005 8:26 AM To: Kalin,Carol Subject: RE: Meeting with Dr. Damianos What is the meeting for? Please advise me. y Thanks / Brunos -----Original Message----- From: Kalin,Carol Sent: Wednesday, November 30, 2005 1:35 PM To: Trezza,Anthony;Verity, Mike;Semon, Bruno; Liguori,Joanne Subject: Meeting with Dr. Damianos I set up a meeting with Dr. Damianos and Chuck Southard (sp.?), his architect, for next Wednesday, Dec. 7th at 3:00 p.m. in the Board Room here in the annex. Please put it on your schedules. Thanks. 1 l /U � - /1+ 1( /2 N o �////k//nn4��// ��' �-� ••S ,per �.�c�� UieX /cs� O ) �J/ 7" W/IJI �6a.�/,�o74SCT/ '/dao-x2Z T, ✓ res - D� p.� . aha- -� AT — F7,,1; C.,,< cu 4 cu-7L ,E:)�sc�s5so�; r�-G: Q cLJ — /�C��-r�.ij a.,,✓/f�s6�G��,/ , Semon, Bruno From: Terry, Mark Sent: Friday, November 18, 2005 1:20 PM To: Semon, Bruno Subject: FW: Meeting with Damianos From: Kalin, Carol Sent: Wednesday, November 16, 2005 3:41 PM To:Terry, Mark; Treaa, Anthony; Semon, Bruno Subject: Meeting with Damianos Joanne called to confirm the meeting at 1:30 p.m. on Friday, 11/18, here at the annex in the conference room. i ILIL AI wa 02 / 01 / 20071 1 1 li .er•n' . ou — 02 / 01 2 INI --fl-/ 01 / 2 0 Q 7 r•' qA VF��r � 5�1�': f h � x F� r ��! 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Box 1179 JERILYN B.WOODHOUSE �0� OldSouthold, NY 11971 Chair y OFFICE LOCATION: KENNETH L.EDWARDS H :hc Town Hall Annex MARTIN H.SIDOR l �� 54375 State Route 25 GEORGE D. SOLOMON :Ns (cor. Main SouYoungs Ave.) JOSEPH L.TOWNSEcovo Southold, N Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 5, 2007 Charles W. Southard,Jr. 4400 Veterans Memorial Highway, Suite 207 Holbrook,New York 11741 Re: Duck Walk Vineyards Route 25, Southold SC'IM# 1000-75-2-2 Dear Mr. Southard: At the written request of Charles W. Southard,Jr.,dated January 25, 2007 and February 2, 2007,requesting final site plan inspection,Planning Department staff performed a site visit on February 1,2007. In reference to the above,the Planning Board held a work session on February 5, 2007 to discuss the approved site plan prepared by Charles W. Southard dated October 25, 2005 and last revised April 12,2006, the resolution dated May9, 2006,the as-built site plan last revised February 1,2007 and staff site visit comments regarding the above referenced site plan. In reference to the above,the Planning Board has determined the site plan requirements have been satisfied and include the following items: • All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements. • All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. All lighting must meet town code requirements. • The Planning Board approves the installation of all site landscaping,including landscaping around the dumpster and geo-block grass pavers in the Spring of 2007. The Planning Board recognizes that, due to weather constraints,this will be completed no later than May 31,2007. If the landscaping is not installed by May 31, 2007,the applicant must request an extension from the Planning Board, in writing, detailing the expected time of completion. • The Planning Board approves the additional drainage installed on site,just north of the 1-story building. • The Planning Board approves the relocation of the six (6) pole lights along NYS Route 25 from the south side of the geo-pavers to the north side of the geo-pavers. The Planning Board recognizes this will reduce the amount of parking spaces on the geo-block grass pavers from thirty(30) spaces to twenty-eight (28). Duck Walk Vineyards Page Two February 5,2007 This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, vJenlyn B. Woodhouse Chairperson Cc: File Building Department (with enc.) Town Engineer Enc.: One (1) copy of the As-built site plan prepared by Charles W. Southard,Jr. last revised February 1, 2007 0 0 Charles W. Southard Jr. REGISTERED ARCBREC' 4400 Veterans Highway Suite#207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 February 2, 2007 t , Planning Board Office tt tw's� Town of Southold Southhold, New York 11971 Chairperson Jerilyn B. Woodhouse Attn: Bruno Semon RE: Proposed Winery for "Duck Walk"@ Main Road, Southold SCTM#1000-75-2-2 Dear Mr. Semon, The Site work for the Duck Walk Winery has been substancially completed. We ask that you will permit us install of landscaping and geo pavers until the spring, when the ground has thawed.We anticipate that we will install our plantings and overf loww parking geo pavers in March and April of 2007. Please schedule a final inspection at your earliest convenience. We wish tai our Certificate of Occupancy as soon as possible. u Charles W. S th d Jr. PEo ARCk/lF Registered Archit ct $our 1.7 yg9 C� Wyy gip * 1 �A302 �O STgTE OF N Charles W. Southard Jr. REGISTERED ARCHITECT 4400 Veterans Highway Suite #207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 • Transmittal To: Town of Southold Planning Department Address: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,New York 11971 Attn: Bruno Semon Date: February 2, 2007 Re: Winery for "Duck Walk"@ Main Road, Southold SCTM#1000-75-2-2 Attachments: 1. (1) Request for Final Site �► 2. (3) As-Built Site Plans np , 0 0 Charles W. Southard Jr. REGISTEREDARC REC r 4400 Veterans Highway Suite #207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 January 25, 2007 — – JAN " 2007 Planning Board Office Town of Southold �- Southhold, New York 11971 Chairperson Jerilyn B. Woodhouse Attn: Bruno Semon RE: Proposed Winery for "Duck Walk"@ Main Road, Southold SCTM#1000-75-2-2 Dear Mr. Semon, The Site work for the Duck Walk Winery has been substancially completed. We ask that you will permit us install our landscaping in the spring, since the time for planting has passed. We anticipate that we will install our plantings in March of 2007. Please schedule a final inspection at your earliest convenience. We wish to obt ' r Certificate of Occupancy as soon as possible. Thau Char .W and r. Registered Architect • • <�f Charles W. Southard Jr. REGISTERED ARCHITECT 4400 Veterans Highway Suite #207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 • Transmittal e To: Town of Southold Planning Department Address: Town Hall Annex 2007 P.O. Box 54375 Stateto Route 25 Southold,New York 11971 Attn: Bruno Semon — Date: January 25, 2007 -- Re: Winery for 'Duck Walk"@ Main Road, Southold SCTM#1000-75-2-2 Attachments: 1. (1) Request for Final Site 2. (3) As-Built Site Plans Semon, Bruno To: PB Members, mt Cc: Ford, Amy; Verity, Mike Subject: Duck Walk sign/landscaping Hi Planning Board Members, I just spoke with Kevin Matthaei of the NYS DOT on the Duckwalk sign site plan changes. I faxed him the revised site plan and sign design detail. Mr. Matthaei has no problem with the landscape wall or sign location and issued verbal approval with one condition that the wall/sign not encroach onto the NYS ROW. I left a message with Alexander Diamianos of Duck Walk about the condition. This email and the NYS DOT fax will be placed in the office file. Thank You Bruno i • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF S0 P.O. Box 1179 JERILYN B.WOODHOUSE h�� Old Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS H Town Hall Annex MARTIN H.SIDOR 54375 State Route 25 GEORGE D.SOLOMON Q� (cor. Main Rd. &Youngs Ave.)JOSEPH L.TOWNSEND yCOV0 N Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD FACSIMILE TRANSMITTAL To: Kevin Matthaei,NYS DOT, Fax:727-6645 From: Bruno Semon / Date: 1/3/2007 Re: Duck Walk Sign SCTM 100075-2-2, Pages: 3 NYS PERMIT# 10-05-0642 CC: file ❑ ❑FOR REVIEW ❑ PLEASE ❑ PLEASE ❑ PLEASE URGENT COMMENT REPLY RECYCLE HI KEVIN, ATTACHED YOU WILL FIND INFORMATION PERTAINING TO THE DUCK WALK PROJECT IN SOUTHOLD. AS DISCUSSED TODAY I WILL INFORM THE APPLICANT THAT THE LANDSCAPE RETAINING WALL APPEARS TO BE NO PROBLEM WITH THE CONDITION THAT NO ENCROACHMENT OF THE NYS 25 ROW OCCUR. PLEASE KEEP THE INFORMATION ATTACHED FOR YOUR FILE. THANK YOU IN ADVANCE FOR YOU HELP. IF YOU HAVE ANY QUESTIONS PLEASE CONTACT ME AT 631-765-1938. Thank You Bruno Semon Senior Site Plan Reviewer - I do el I TES I_J rc 1 / u _ �1 LIPA � mn � _. ♦ i I na v\ SAN i � p. ce IL4 '¢ 1 `l ,i o�srortr dll � i '•�� I c__ '�� I 1 _z V wt=.IA6CLINE er+.En/ En?AEs �® a O _ 1 2' DEFLG �- T � �� - ® .© •O o,� "� v / ' r 011 _ ri K e� r r e.ate 1g< X m a .5 aam 1 I I !•m.+d z oIN v cute TRA tno - r i [ Y Yi � A LATE e�i'ML FOXr[LEVEL o eYa\Y. l ,M .I r� \\ s+�n•eo ue�oa es.aclap-.._ _IR 1 [� / ! 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SGTM #: 1000-75-02-2.5 - _ • bb. 4400 Voterans Highway 4i Suite 207 D u c K WALK Holbrook N.Y., 11741 VINEYARD 5 Sterne venePir to RPZ Box Phone: (651)471-5228 match building Phone: (651)471-522�i c cc pan or n r _ cf �; cosi s ATT_ DATE JOB♦ • • �� TO PE. 11185 Main Beyview Rd. Southold,NY 11971 Tel. & Fax 631-765-1033 ay TEI fRx This Is en o Ipal un tl0 pu[Niaryetl Otawlpp supTltteO fp Ibe use In conpeclipn Witryaprobcl being plann.d}ot ypu pb NORTH FORK SIGN CO.tt Is nm t I ge rapmdoceU.coded or enryipitatl In any feahlpn wkhput wr4tan permission of NORTH FORK SIGN CO. Submission Without a Cover Letter Sender: C "nc)cy—k POW Subject: ,(1� SCTM#: 1000 - V Date: 6 Comments: LA ..... I : hk I v xa .® I WF LRb IfLAIm RAILROAD �''�Mall 4 n _ —_— • / RtR.u.-/ cl ` t °I`4•Q'!fi53414ve9 _1 its r.. If ax I. 1 I 1 LIPA o9 \ N 1 I L517. 2 1 WP NI F - .21 a 1 IQ{ I q,. 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I5-59d 16190 W -aco ♦520 55.38 1� Um Pate ro ee wovFn y _ -•- _ .n ns - �aoe� 1 dnm rD IewIRAn:To y1OA°°" . _ rFRo RE�enL Ar r iR'w _ l R16NT OP WAY LIIE ----------------------------------- _ ____ --------_ _ --------------------------- E%IFTINS Y�ATGI H.UM _• •. _• _• Imao' GT SITE PLAN MAIN ROAD State Road 25 OVERALL SITE PLAN .cal,I'.wV .1.1'•3070' { NEW WINERY FOR DUGKWALK MAIN RD. SOUTHOLD, NEW YORK Charles W. Southard Jr. • SGTM #: 1000-75-02-2.5 4400 Veterans Highway Suite 207 9 Y DUCK WALK Holbrook N.Y., 11741 V I N E Y A R D S stone veneer to Phone: (631)471-5228 RPZ Box - match building Phone: (6504-71-522qv CC, p an er i 4 — n n' 5I6NA6E s ROAD FRONT 1 NEW WINERY FOR DUGKWALK MAIN RD. SOUTHOLI7, NEW YORK Gharle5 W. Southard Jr. • SGTM #: 1000-75-02-2.5 _ 4400 Veterans Highway Aoft I Suite 207 4 + D U c K WALK Holbrook N.Y., 11741 VINEYARD 5 stone veneer to Phone: (631)471-5228 RPZ Box match building Phone: (631)471-52211 blockp an er a 516NA6E 0 ROAD FRONT I I I I i f .�•�••_.• PMmeYntNJ MI ' rM el 5kyu nlWl W p \wAxx' •,,gy �l) • 1 t j� � NF ldb ISLAND FVLROb Kali W n ®.1 I CG � 2LRLGii /'0J' f� f- . 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RI6IT--HAY LITE E%I TNS YNT@l MAIN _• _• _• ------------------•' ' _^ I nm p SITE PLAN MAIN ROAD State Road 25 OVERALL SITE PLAN web 1••]O.O' .10 I••TCOA' TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES May 4, 2006 4:00 p.m. Town Hall Conference Room Present were: Chairman Sanford Hanauer, members Herbert Ernest, Ronald McGreevy, Howard Meinke, Nicholas Planamento and Ural Talgat, Senior Site Plan Reviewer Bruno Semon, Senior Planner Amy Ford, ARC Secretary Linda Randolph, and project representatives. The following correction was made to the minutes of the March 1, 2006 meeting "attendees: add Ronald McGreevy, delete Howard Meinke" Revisited Applications: East Marion FD Telecom project SCTM: 1000-31-3-11.31 New location approved. The suggestion was made to add street trees on the east side of the property along NYS Route 25. Osprey's Dominion Conservatory SCTM: 1000-75-1-20.1 Approved as revised. Recommended: 75W duranodic bronze louvered guard lighting 8" sq. x 11-1/2" high extended 3-1/2". Duck Walk Vineyards SCTM: 1000-75-2-2.6 Reviewed and approved revised site plan. Recommended: Lighting only during open hours and for special functions; perimeter parking lights on a separate circuit; submit 2 front light and chandelier cuts; upgrade hedge spacing from 4' to 3'. Malon Industries SCTM: 1000-97-5-4.5 Reviewed plans detailing window elevation; approved subject to signage and additional light cuts: maximum height from grade not to exceed 6' to the top of the sign. Mullen Motors SCTM: 1000-62-3-22.5 Tabled, subject to receipt of elevations, catalog cuts of garage doors (barn style). Recommended: consider addition of windows, tie materials in with those of Colonial Village. Requested light cuts, wattage, samples, and interior building section showing a lift with vehicle. RWM Enterprises (aka Colonial Corners) SCTM: 1000-62-3-22.1 Approved as submitted. ARC Meeting Minutes Page Two May 4, 2006 New Applications: FHV LLC/North Fork Custom Audio & Video SCTM: 1000-125-1-19.7 Approved as submitted. 13235 Main Road Corporation SCTM: 1000-140-3-37 Recommended: Colonial panels under windows or 8' windows, window flowerboxes along access path/front area; submit lighting, signage, colors, material samples. Applicant will submit new plans. M&R Developing SCTM: 1000-96-1-1.8 (Previously approved lot part of Tide Group Subdivision) Recommended: Coordinate/match color of roof, parking light fixtures and signage to North Fork Self Storage for uniformity of details. Addition of windows, awning, reverse gabling on front, barn-type features. Gable roof structure along road side; elevation should be hipped roof structure. Add two maple trees near retaining wall on west side of property. Possible screening of dumpster. Montauk Bus Company SCTM: 1000-96-1-1.2 Recommended: Taller cedar trees. Four sugar maples 40' on center closer to parking area on west side of parcel; more definition and detail in elevations. Suggested: addition of cupolas. Same comments as M&R. Sheren Medical Building SCTM: 1000-55-5-10 Approved, with the following recommendations: a different street tree in front on CR48, possibly an oak species. Change arborvitae to cedar trees. Concern regarding backup. Round curbing along parking areas. Any plumbing vents should be along left side on the east side of building. The Meeting Secretary will look into availability of larger room for next meeting and will prepare and circulate monthly meeting dates for the rest of 2006. The meeting was adjourned at 7:10 p.m. Linda Randolph ARC Secretary wimp 0IMPLeaching pools =1821 gal. / 1.5 galJsq,.ft. / = 1214 saL. ft WOW area y r4a 1214 / 51.4 sc�.ft./fc = 58.66 vertical ft. p USE (4)10' dia. x 10' deep ring Grease Trap = Kitchen Flow = 5"13 gpd Use 8' via. x 5' Llcluld Depth Grease,Trap deep �// Legend ' over (00.00) Existing Elevation 00.00 Proposed Elevation T.G. Top of curb T.G. Top of grate Elev. Elevation H.P. High point Suffolk County Department of Health Services Approval for Construction-Other Than Single Family G Reference No. C/o- o S- pozo Design Flow HEALTH DEPT. SITE PLAN t 10' e(s) I COVOT These plans have beeed for general conformance with Suffolk County Department o Health Services standards, relating to water u,.; % and sewage disposal. Regardless of any omissions, ^`j, into^uiet�.nci$s c2' lack of detail, construction is required to be in vitli the attached permit conditions and applicable as,nni s z:p&afi tally waived by the Department.This approval Eo v: S e.ca from the appi val date, u s eateiided cr renewed. NEW WINERY FOR DUGKWAL oNe AtiN 0 4 2006 a By MAIN RD. SOUTHOLD, NEW YORK 5GTM s: 1000-15-02-25 2/22/06 5/2/06 G TION FLAN 4/3/06 = H of =ALTH DEPARTMENT SITE PLAN Charles K Southard Jr. ;ZOPERTY INFORMATION: ARCH I TE:GT nor: MERLOT LLC 4400 Veterans Highway dress: Main Road Southold, New York Suite 20"1 folk County Tax Map #: 1000-15-02-2.642.1 Holbrook N.Y., II-141 iing: A-C Phone: (631)4"11-5228 )posed Use: Wlnery Phone: (631)411-52241 ige: A-2 Winery Hazard: Low :onstructlon: a 5b TE DEVELOPMENT DT : Area • 1328 1241 5 sq ft or 3050 acres dine Area: '7600 s.f. s Coverage: .5 % SANITARY DESIGN: Flow Calculations: WINERY Equivalent Wastewater Flow Calculations: Total Site = 30.50 Acres Total Agriculture use = '7.50 Acres Total Non Developed Land = 20.41 Acres LAND for WINERY = 2.1 Acres = 2.1 Acres x boo gpd allowable = 1260 gpd max. flow Flow Calculations: Sanitary Design (PrlvateTastina) = 5 gallons/ person /day = 5 gallons x 36 occupants= 180 gpd Sanitary Design (MalnTastina) = 5 gallons/ person /day = 5 gallons x 1410 occupants= 4150 gpd Sanitary Design (5toraae) _ .04 gallons/ sq.ft. /day _ .04 gallons x 10413 sgft.= 44 gpd Sanitacg Design (Office) _ .06 gallons/ sq.ft. /day _ .06 gallons x 220 sq.ft.= 13 gpd sanitary Design (Retall) _ .03 gallons/ sq.ft. /day _ .03 gallons x 2308 sq.ft.= 641 gpd TOTAL SANITARY FLOW = 1256 GAL/DAY Kitchen Design tasting areas = 2.5 gallons/ person /day = 2.5 gallons x 226 occupants= 565 gpd TOTAL SANITARY t KITCHEN FLOW = 1521 GAL/VA "- Architectural Arm-Mounted Cutoff Area Lighting Intended Use with (3) quarter-turn closing screws. Cane KS E be hinged from any of the four sides. For car lots,street lighting or parking areas. Lens— .125"-thick, impact-resistant tem- pered glass. Features Mounting—Extruded 4" aluminum arm for Housing— Rugged, heavy-gauge, extrud- square pole mounting,shipped in fixture ed aluminum housing.Square shape,seam- carton as standard, Optional mountings welded and internally sealed for weather- available. tight integrity.Standardfinishisdark bronze Electrical — High reactance, high power corrosion-resistant polyester powder factor for 150W and below.Constant watt- (DDB). Architectural Class 1 anodize finish age autotransformer for 175W and above. and other architectural colors available. Copper wound and 100% factory tested. Optics —Anodized, segmented reflectors Removable power tray and positive-lock- for uniformity and control. Reflectors are ing disconnect plug. tool-less, rotatable and interchangeable. Socket— Medium-base socket for 100W Five cutoff distributions available:R2(Road- MH and below.Mogul-base porcelain sock- way), R3 (Asymmetric), R4SC (Forward et with copper alloy, nickel-plated screw r^ 0_,• Throw,Sharp Cutoff),R4W(Wide,Forward shell and centekgoptact.UL.listed l5Q{iGV,: Throw) and 115S(Symmetric). .`v'600V.." 0K U'Ise rated. M" _ Door Frame—Naturally anodized,extrudep Listi _ aluminum doorframe sealed to housing by r e 'ed se pons . silicone closed-cell gasket and secured ` ri Mons— d 111 APR Ordering Information ----_ xample: KSE1 150S R2120 SP09 PER Sout' Desi Distr�_,.XQltAge..,,,,,,,....�y.-- MotML1n'CJ'" " Options/Accessories Hiah Pressure R2 Type II roadway """t2l) y'-Included Installed Sodium R3 Type III asymmetric 2084 SP04 4" square pole arms(std.) SF Single fuse,120V,277V,347V KSE1 70S R4SC Type IV forward 240' SPD9 9" square pole arm (n/a TB) KSE1 INS throw, sharp cutoff 277 RPD4 4" round pole arms OF Double fuse, 208V,24OV,480V KSE1 1505 R4W Type IV wide, 347 RP09 9" round pole arm We TB) KSE2 250S forward throw (size 9803 WWD4 4"wood pole or walls PER NEMA twist-lock receptacle only KSE2 4005 2 only) TW WW09 9"wood pole or wall (no photocontrol) Metal Halide R5S Type V square (size WE04 4"wall bracket ORS Duartz restrike system (100W max. KSE7 t00M 2 only) W609 9"wall bracket in KSE1,150 W max in KSE2,120V KSE1 ISOM Shipped separately lamp not included). KSE7 175M KMA Mast arm adapter CR Enhanced corrosion resistance KSEI 200M1 KTMB Twin mounting bar EC Emergency circuit GSL Glass sag tensa KSE2 250M DA12P Degree arm (pole) SCWA Super C'wA pulse start ballast KSE2 320Mr2 DA12WB Degree arm (wall) KSE2 350M1.2 We with HPS or 100,175MI CSA GSA Certified KSE2 40UM2 NOM NOM Certified Iconsult factory) For optional archuscturel colors,see page 185. Shipped separately PEI NEMA twist-lock PE(120V-24OV)l NOTES: Dimensions are shown in Inches Icantimatersl unless PE3 NEMA twist-lock PE(347V)' 1 Most be ordered with SCWA. otherwise noted. PE4 NEMA twist-lock PE(4BOV)1 2 Must use ED28 lamp. KSET 3 Consuttfanoryforavailability in Canada. EPA' 1.3 fl2612 m¢l 1A fl 1.18 m01 PE7 NEMA heist-lock PE(277V)1 4 Optionalmulti4apb lias1(120V,20&,24 ,27N),InCaneda square 15111, 39.6) 19108.31 SC Shorting cap for PER option 120V,2M,34N;apFoi..t20Vraa7v. eeigm ml,12231 1tPanaa7P1 KSEINS House-side shield (R2, R3 only) 5 use9bl..dKrm e2.ply. inptwaluminaires at 90°. Max.weight 26.61 be(12.1 kg) 39.916s 119.1 kg) y s AvaBameon KSEzonly. KSE2H5 House-side shield IR2, R3 only) 7 PER must be ordered with return. KSEIVG Vandal guard KSE2VG Vandal guard i For moon 0,11iters,zee page 486 t LA- Square L/7R'ON/4 L/O//77NG' w keyword: _ E Outdoor IPS68 429 — keyword: �Y$E Photometric Report CATALOG NUMBER: KSE1 70S R4SC• • I / � ' c_ � �(C,) (- �� ! FILENAME: 95020543.IES V v C IESNA91 [TEST]1195020543 [MANUFAC]LITHONIA LIGHTING [LUMCAT]KSE1 705 R4SC [LUMINAIRE]ARM MOUNTED FIXTURE WITH PREMIUM SEGMENTED OPTICS [LAMPCAT]LU70155 [LAMP]ONE 70-WATT CLEAR ET-23.5 HIGH PRESSURE SODIUM, HORIZONTAL POSITION. LPRODUCTGROUP]OUTDOOR LINFOLINK]w .lithonia.com/visual/ies/ies.asp?vfle= SUMMARY DATA PLANE&CONE DIAGRAM 140 150 160 1 70 170 160 150 140 EFFICIENCY(Total): 36.0% EFFICIENCY(Down/Up): 36,0%/ 0.0% 130 _ __ 130 EFFICIENCY(Street/House): 33.0%/ 3.0% ?- LUMENS/LAMP: 6300 NO.OF LAMPS: 1 120 -- - 120 LUMINOUS OPENING: RECTANGULAR Width: 1.00(Feet) 110 - 110 Length: 1.00 ' Height: 0.00 100 _ _ 100 INPUT WATTS: 94 9C 90 T T _ 80 ''- -180 70 " -:` 70 60 60 50 50 40 30 20 10 10 20 30 40 Max plane at H= 15 Max cone at V= 57.5 MAX CANDLEPOWER: 1880 ISO-ILLUMINANCE DIAGRAM(fc) "..1 Mounting .05. 0.02 Height Multiplier 0.1 10 2.250 j� 15 1.000 20 0.562 25 0.360 30 0.250 35 0.184 1 40 0.141 45 0.111 50 0.090 rt Shade Limit: 1.5 fc. Shaded Area: 413 sq.ft. Point of max candela Mounting Height= 15 Feet. Each box represents one mounting height. Thursday,March 23, 2006 ^iMcui !_ 1_a17ds Photometric Viewer Photometric Report 4ATALOG NUMBER: KSE1 70S R4SC • . FILENAME: 95020543.1 ES CANDELA TABLE Vertical Horizontal Angles Angle 0 5 15 25 35 45 55 65 75 85 90 95 0 707 707 707 707 707 707 707 707 707 707 707 707 5 732 736 730 731 727 722 722 718 715 711 707 706 10 755 758 751 741 736 731 734 731 729 723 719 714 15 752 751 739 731 730 731 730 720 711 701 700 696 20 743 740 729 717 710 708 706 689 673 655 650 643 25 745 745 736 722 705 691 683 670 653 633 632 599 30 805 803 778 743 717 688 673 665 648 629 617 562 35 972 966 913 848 762 702 655 633 621 587 578 480 40 1158 1157 1074 1003 908 768 661 605 562 527 506 387 42.5 1148 1146 1091 1071 998 822 706 606 547 509 477 347 45 1247 1236 1152 1064 1038 902 733 650 565 495 449 311 47.5 1447 1432 1334 1167 1041 939 712 588 558 502 436 285 50 1588 1579 1549 1354 1093 874 707 535 531 525 441 264 52.5 1635 1630 1569 1456 1218 906 668 529 462 479 452 284 55 1789 1776 1662 1505 1311 910 677 533 429 439 402 310 57.5 1822 1829 1880 1613 1370 924 731 555 419 398 336 284 60 1740 1750 1856 1795 1360 875 786 598 417 361 294 229 62.5 1867 1842 1686 1621 1245 837 812 641 430 340 250 190 65 1472 1495 1592 1558 1086 859 745 641 450 322 216 161 67.5 1414 1382 1465 1440 1082 842 730 598 455 301 188 143 70 1292 1261 1237 1206 930 785 724 560 372 269 148 104 72.5 1131 1105 1058 971 834 749 666 410 214 176 95 67 75 772 786 906 831 734 609 491 300 159 129 89 37 77.5 164 168 265 365 469 280 319 209 138 61 34 17 80 44 47 64 63 75 84 173 125 100 29 12 9 82.5 11 11 14 11 18 17 35 46 53 11 2 0 85 2 1 2 2 2 1 2 3 1 0 0 0 87.5 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 0 0 0 Vertical Horizontal Angles Angle 105 115 125 135 145 155 165 175 180 0 707 707 707 707 707 707 707 707 707 5 706 702 692 667 639 599 582 551 561 10 701 631 502 350 232 151 113 90 94 15 633 448 238 99 47 39 37 37 37 20 504 246 80 51 38 32 29 27 27 25 378 115 34 39 36 22 21 22 23 30 288 53 29 31 31 20 19 18 19 35 204 59 32 25 24 14 10 8 9 40 132 55 46 22 11 3 2 2 2 42.5 102 56 51 22 8 2 1 0 2 45 75 51 46 20 2 1 0 0 0 47.5 57 44 41 20 1 0 0 0 0 50 57 38 35 13 1 0 0 0 0 52.5 64 33 26 6 1 0 0 0 0 55 71 38 10 1 1 0 0 0 0 57.5 84 36 9 0 0 0 0 0 0 50 88 34 10 0 0 0 0 0 0 62.5 57 22 2 0 0 0 0 0 0 65 33 17 2 0 0 0 0 0 0 67.5 19 10 0 0 0 0 0 0 0 70 7 4 0 0 0 0 0 0 0 72.5 5 0 0 0 1 0 0 0 0 75 2 0 0 0 0 0 0 0 0 77.5 0 0 0 0 0 0 0 0 0 80 0 0 0 0 0 0 0 0 0 82.5 0 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 87.5 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 Thursday, March 23,2006 'C'-$C'uifYBrands...: Photometric Viewer Photometric Report �61 101 sWALOG NUMBER: KSE170S R4SC • • ,FILENAME: 95020543.1 ES IESNA91 [TEST] 1195020543 [MANUFAC]LITHONIA LIGHTING [LUMCAT]KSE1 70S R4SC [LUMINAIRE]ARM MOUNTED FIXTURE WITH PREMIUM SEGMENTED OPTICS [LAMPCAT] LU70/55 [LAMP]ONE 70-WATT CLEAR ET-23.5 HIGH PRESSURE SODIUM, HORIZONTAL POSITION. LPRODUCTGROUP]OUTDOOR LINFOLINK]www.lithonia.com/visual/ies/ies.asp?vfle= SUMMARY DATA PLANE&CONE DIAGRAM 140 150 160 170 170 160 150 140 EFFICIENCY(Total): 36.0% - EFFICIENCY(Down/Up): 36.0%/ 0.0% 130 1130 EFFICIENCY(Street/House): 33.0%/ 3.0% LUMENS/LAMP: 6300 NO.OF LAMPS: 1 120 - 120 LUMINOUS OPENING: RECTANGULAR Width: 1.00(Feet) 110 110 Length: 1.00 Height: 0.00 100 _ --- 100 INPUT WATTS: 94 90 _ 90 80, -- - 80 70 " 70 60 - -- 60 50 50 40 30 20 10 10 20 30 40 Max plane at H= 15 Max cone at V= 57.5 MAX CANDLEPOWER: 1880 ISO-ILLUMINANCE DIAGRAM(fc) Mounting 0.0 0.1 0.95 Height Multiplier 0.2 1 -— ---- - - 10 1.000 0.5 15 0.444 I 20 0.250 i 25 0.160 l 30 0.111 l' l 35 0.082 I ' 40 0.062 45 0.049 __1 '=1.. 50 0.040 Shade Limit: 2 fc. ----- Shaded Area: I� 345 s .ft. +-Point of max candela Mounting Height= 10 (Feet. Each box represents one mounting height. Friday, March 24,2006 >,Mcuity Jraf?d5.,.. Photometric Viewer rnoxomeinu MepurL TAL`06 NUMBER: KSEt 70S R4SC • • ILENAME:95020543.IES :ANDELA TABLE Vertical Horizontal Angles Angle 0 5 15 25 35 45 55 65 75 85 90 95 0 707 707 707 707 707 707 707 707 707 707 707 707 5 732 736 730 731 727 722 722 718 715 711 707 706 10 755 758 751 741 736 731 734 731 729 723 719 714 15 752 751 739 731 730 731 730 720 711 701 700 696 20 743 740 729 717 710 708 706 689 673 655 650 643 25 745 745 736 722 705 691 683 670 653 633 632 599 30 805 803 778 743 717 688 673 665 648 629 617 562 35 972 966 913 848 762 702 655 633 621 587 578 480 40 1158 1157 1074 1003 908 768 661 605 562 527 506 387 42.5 1148 1146 1091 1071 998 822 706 606 547 509 477 347 45 1247 1236 1152 1064 1038 902 733 650 565 495 449 311 47.5 1447 1432 1334 1167 1041 939 712 588 558 502 436 285 50 1588 1579 1549 1354 1093 874 707 535 531 525 441 264 52.5 1635 1630 1569 1456 1218 906 668 529 462 479 452 284 55 1789 1776 1662 1505 1311 910 677 533 429 439 402 310 57.5 1822 1829 1880 1613 1370 924 731 555 419 398 336 284 60 1740 1750 1856 1795 1360 875 786 598 417 361 294 229 62.5 1867 1842 1686 1621 1245 837 812 641 430 340 250 190 65 1472 1495 1592 1558 1086 859 745 641 450 322 216 161 67.5 1414 1382 1465 1440 1082 842 730 598 455 301 188 143 70 1292 1261 1237 1206 930 785 724 560 372 269 148 104 72.5 1131 1106 1058 971 834 749 666 410 214 176 95 67 75 772 786 906 831 734 609 491 300 159 129 89 37 77.5 164 168 265 365 469 280 319 209 138 61 34 17 80 44 47 64 63 75 84 173 125 100 29 12 9 82.5 11 11 14 11 18 17 35 46 53 11 2 0 85 2 1 2 2 2 1 2 3 1 0 0 0 87.5 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 0 0 0 Vertical Horizontal Angles Angle 105 115 125 135 145 155 165 175 180 0 707 707 707 707 707 707 707 707 707 5 706 702 692 667 639 599 582 551 561 10 701 631 502 350 232 151 113 90 94 15 633 448 238 99 47 39 37 37 37 20 504 246 80 51 38 32 29 27 27 25 378 115 34 39 36 22 21 22 23 30 288 53 29 31 31 20 19 18 19 35 204 59 32 25 24 14 10 8 9 40 132 55 46 22 11 3 2 2 2 42.5 102 56 51 22 8 2 1 0 2 45 75 51 46 20 2 1 0 0 0 47.5 57 44 41 20 1 0 0 0 0 50 57 38 35 13 1 0 0 0 0 52.5 64 33 26 6 1 0 0 0 0 55 71 38 10 1 1 0 0 0 0 57.5 84 36 9 0 0 0 0 0 0 60 88 34 10 0 0 0 0 0 0 62.5 57 22 2 0 0 0 0 0 0 65 33 17 2 0 0 0 0 0 0 67.5 19 10 0 0 0 0 0 0 0 70 7 4 0 0 0 0 0 0 0 72.5 5 0 0 0 1 0 0 0 0 75 2 0 0 0 0 0 0 0 0 77.5 0 0 0 0 0 0 0 0 0 80 0 0 0 0 0 0 0 0 0 82,5 0 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 87.5 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 Friday,March 24,2006 S4,cuif Branci15:,.. Photometric Viewer O Tb O 10�.A?!t 10' I I o � II :� ISGoore , DUMPSTE SEE DETAILS L Q I I I _ l ONE STORY BUIL ———I f600 50.FT. O IA.x F.F. + .50' IS" � \ P COVERED EN 91 N/F JAOUELINE BAUER 5 I 2 .. XP. oX TL.11 c e I I , P. .3 IJ A � I •� 0 N <„ �' •' A � AR SY I t Ix _ ` p 1- � j b _ 4 O / O Q 7 WWI 'i - t I7 /arm• / O �__ � L � O � ao a• � / ` a I c ` 00I GRA55 GRASS 20 In 51 l R� ' �4 A."J o: n �/ - - -- MOVE Iy+YOKANT D OF- STIN AVE NT T l CURB TO TERMINATE TO TO, �', TP.lq�a —ZERO REVEAL AT THE _---_•--__-•-_---•---_-•- .:-_--_._ '---•L•----^---- ___RIGHT OF WAY LINE EXISTINb WATER MAIN __ - ____._ _______________ ------ MAIN ROOD Stpte Road ZS 'g'sidtehsl�ded awn LIGHTING SITE PLAN scale 1'=20.0' - LIGHTING NOTES: I.Lighting fixtures shall be; X a.Llthonia contour Series Modal K5Ei Tay R451-SPaq Typa IV 90 watt High pressure Sodlum,dark tranze Alwninum poet E corro.lanroistant polyeeter powder Pinl.h,full cutoff light fixtures on pole a 151 We glade n b.LII contour Series model K5EI 'los R45c- Llthonla Gonka r Series MeII K5 R05 Rot` ISI �e IV 10 Watt High Pressure Sodium,dark LTo,,e eorroslon-reeletart polyester powder Pimm,WII autoPP light fixtures mounted on wall is lo' , 2o'drove glade a or"C) • overhaatldore an ad loading dock PROPERTY INFORMATION: Owner: MERLOT LLC • POIa baso flush 2.All outdoor lighting fF)and .hall bs hrr.shielded on the tope Address: Main Road with grads and sides(Pull cut-ePP)and forward th-ow. Southold,New York 119'!1 SlPPo1k County Tax Map a: 1000-95-02-2.6 E 2.9 Zoning: A -G Proposed Lee Winery REVISIONS: SEAL: LIGHTING SITE PLAN Concrete Pole base Proposed New Winery Building for Jason Damianos Main Road, Southold,New York 11949 SITE LIGHTING DETAIL not to scale Charles W. Southard Jr. Registered Architect 4400 Veterans Memorial Hwy. Suite #209 Holbrook,N.Y. 11'141 DATE` FRO-ECT: (631) 491-5228 4/12/06 2005 Fax (631) 411-5229 rzceisi4�'- STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.dot.state.ny.us SUBIMAL CHAKRABORTI, P.E. THOMAS J. MADISON, JR. REGIONAL DIRECTOR �^ COMMISSIONER May 1, 2006 FLl �Mr. Charles W. Southard Jr. Registered Architect AY i, 2006 4400 Veterans Memorial Highway, Suite#207 � Holbrook,New York 11741 Your April 12, 2006 Submission Duck Walk Vineyards,forrherly Metlof Site Plans Last Revised 4/12/06 Route 25, Southold SCTM# 1000-75-2-2 Our Case No. 04-220P ,► Highway Work Permit#10-05-0642 Dear Mr. Southard: This is in regard to the site plans for the referenced project, which were submitted to us for ! review and comment due to the proposed plan changes from the plans originally approved by us and issued with the subject Highway Work Permit. We are amending the subject Highway Work Permit that was issued for this site to include the plans you have submitted; however, this Highway Work Permit amendment shall also include all items, notes and details that are shown on the original plans issued with this permit which were stamped approved by us on 1/19/06. This letter, stamped plans and the previously approved plans become a valid part of the subject Highway Work Permit. When you have completed the work specified by the permit, please sign and date your copy and return it to our Maintenance Facility office. Their address is 1900 CR 58, Riverhead, NY 11901. The permit engineer at this location is Mr. Kevin Matthaei. He can be reached at (631) 727- 1731. You must contact Mr. Matthaei prior to starting any work at this location. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Mr. Charles W.Southard Jr. May 1,2006 Page 2 Thank you for your cooperation concerning this matter. Very truly yours, g;�� d ,/- SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways,Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MDW:SME } MAILING ADDRESS: PLANNING BOARD MEMBER P.O. Box 1179 JERILYN B.WOODHOUSE %o��OF SOU-*1 Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR w ac 54375 State Route 25 GEORGE D. SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND Cow,0� Southold, NY `t•� Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Town of Southold Planning Board From Mark Terry, LWRP Coordinator Amy Ford,Senior Planner. Date: May 8, 2006 Re: Duck Walk Vineyards Route 25,Southold SC`lM# 1000-75-2-2.6 &2.7 Zone: A-CDistrict The applicant proposes the new construction of a 7,600 sq. ft.vineyard building with 38 parking spaces provided as required and 31 additional overflow parking spaces in geo-block type on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Road 25 approximately 546'w/o of Maple Avenue in Southold. The proposed action has been reviewed to Chapter 95,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department as well as the records available to me,it is my determination that the proposed action is generally CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that the following standard best management practices are implemented. Pursuant to Chapter 95,the Planning Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Policy S. Protect and improve water quality and supply in the Town of Southold. To further Policy 5, and protect and improve the water quality and supply in the area, consider the following: 1. Encourage the use of appropriate grass varieties (eg, sun tolerant vs. shade tolerant 2. Require a three (3) year survival requirement for all planted vegetation. 3. If applicable, recommend the use of mulch materials generated by the Town of Southold Compost Facility in order to contribute to the replenishment of organic matter in local soils and help reduce the reliance of fertilizers and herbicides and 6 0 minimize the reduction of fertilizers and herbicides in the Town's ground and surface waters. 4. Require native and drought-tolerant plants in landscaping, 5. Require low flow toilets to conserve water usage when and if a structure is constructed. In sununary, please consider the following best management practices in review of the site plan: 1. Encourage the use of appropriate grass varieties (eg sun tolerant vs shade tolerantl 2. Require a three �3) year survival requirement for all planted vegetation 3. If applicable, recommend the use of mulch materials generated by the Town of Southold Compost Facility in order to contribute to the replenishment of organic matter in local soils and help reduce the reliance of fertilizers and herbicides and minimize the reduction of fertilizers and herbicides in the Town's ground and surface waters. 4. Require native and drought-tolerant plants in landscaping. 5. Require low flow toilets to conserve water usage when and if a structure is constructed. Please contact this office at (631) 765-1938 should you have any questions regarding the above. Cc: Bruno Semon, Senior Site Plan Reviewer File �S AFFIDAVIT OF POSTING I This is to servo notice that I personally posted the property known as �2.r(b�' L-LC 1 N& Wa1L V INe.yc-Nr'dS 1 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on 5106 I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of reco - pro erty which abuts and every property whit u ti 4ero84us rh; Nos .t D Your Name (print MAY - E Signature 4 P!annin Board L---- iPt fj* c df- Pa4h . Porgy Jeffe.rso ! Address 514101, Date tary Public ' CHRISTINA M.MAWERI Now Public.State Of New York No.01MAM53136,Suffolk County Carm9sion FA*os 12-11-2004 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. noon. Fri., 5/5/06 Re: Proposed Site Plan: Duck Walk Vineyards SCTM#: 1000-75-2-2.6-►-1.7 Date of Hearing: Monday, May 8, 2006, 6:05 p.m. SENDER: COMPLETE THIS SECTIWI NONDELIVERY ■ Complete items 1,2,and 3.Also completeA. Slonatun o CERTIFIED• ostal Service item 4 if Restricted Delivery is desired. 0 Agent MAIL RECEIPT t` ■ Print your name and address on the reverse t 0 Addressee m (Domestic Mail Only; - so that we can return the card to you. . R ad by(Printed Name) C. Date of Delivery m ■ Attach this card to the back of the mailpiece, • - H ' or on the frontspace permits. nn 'df l 1 , LD. Is delivery address different from item 1? 0 Yes p- 1. Article Addressed to: If YES,enter delivery address below: 0 No W 0,39 : Postage 8 Ci �r. 7osePb F'eFrdu S�a S ru o � G 2.40 candied P• nax � P C3 c 1250 S . �zrboRd r 0 RetumReceipt Fes 1.8J Bare (Endorsement Required) p -< SotrFhD i d 0 Restr c ed Del very Fee erk:,G41J08 „ ( N.y. 119'1 3. Type m (E Mo semem R�qui ed) o $�r / ified Mail 0 Express Mail p $ 4.64 44(2 g6' 0 Registered 0 Return Receipt for Merchandise Total Postage&Fees 0 Insured Mail 0 C.O.D. un E3 sent To — ':Jc4 a.�• 4. Restricted Delivery?Pdre Fee) 0 Yes E3 S 2 C 4 t l i n g .................. r ._._r.}....... Sveet oX T+o-r P. fit,, p 2. Article Number or PoBox Na P.o. 6oX i8$.................................. 'j(t*na �,+seC QAbijfdV 111 7005 3110 0000 9012 4915 cm,'s re;za<--------------` ------- SDu-4ho�c! --N. . 119 Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 Postal Lr) CERTIFIED MAIL, RECEIPT SENDER: COMPLETE THIS SECTION COMPLETE THIS SEC PC rl Q• (Domestic Only; . Insurance Coverage Provided) Sign � ■ Complete items 1,2,and 3.Also complete � erd N ® �'�" item 4 if Restricted Delivery is desired. X (� rR 81 ■ Print your name and address on the reverse C3 so that we can return the card to you. B. R v y(Printed Name) . Date liv Q• ■ Attach this card to the back of the mailpiece, Postage $ 0.39 UNIT ID: 09`.,8 or on the front if space permits. _ D. Is delivery address different em 1? Yes 0 CerfifiedFee g(1 �\ No 0 2.44 6� .y 1. Article Addressed to: If YES,enter delivery addre W, Q Return Receipt Fee Here (Endorsement Required) 1.85 . -T U uQ tt,� a,�,t� iW J (()7yJ Q. (Erm'nUNI iced) 91e�"•�,^ C ��SJ / I 1 O"� M Toted Postage&Feas $ 4.64 047`/+20/06 $G'- ` ,O f b OX 3. Type 1` 8b..e.•.6.�]fa: .....--�-•-. ....... ....................... 0 , r'11� ( � yifled Mail ❑Express Mail C'3 Mr• 76Se h e4r) 0Registered O Return Receipt for Merchandise ---I. 5p S. Q ..._..------ - ❑Insured Mail ❑C.O.D. WPOBOXW 4 - ---- ------- C........................._1....................... ��sbu-�h 1 Q N. 119 4. Restricted Delivery?(Extra Fee) 0 Yes PS r. 2. Article Number (transfer from service label) 7005 0390 0002 8920 3370 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 SENDER: COMPLETE THIS SECTION ;ON ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. t U.S. Postal Service ,, kRjed 0 u1 CERTIFIED MAIL,i RECEIPT ■ Print your name and address on the reverse ru so that we can return the card to you. by(printed Name) c. a pf, very m (Domestic • Insurance Coverage ■ Attach this card to the back of the mailpiece, Y m jj�j!IIIIII!1IjIIIIIIjIIj!Ij 1111111111 111111111111111111111II'll III or on the front if space permits. C3 g,��, �,,�_' D. Is delivery address different from h ? ❑Yes rL "'• S E 1. Article Addressed to: ES,enter delivery address below: 0 o D' to Postage s 0.39 U M Ca�fe G �/C % o ..fled Fee 2.40 C3 75e ma k O O IMeturnReceipt Fee ••r . J.� � Rehm(Eegw1.85 'Here Required) o 3. Type � Restricted Delivery Fee ark.: l IVDB �y 0-' (Endorsement Required) Certs ed Mail ❑Express Mail m Gp Registered ❑Return Receipt for Merchandise $ 4,64 g6 Tomi Postage 3 Fees 0 Insured Mail ❑C.O.D. u1 _ 4. Restricted Delivery?(Extra Fee) 0 Yes ------------- 2. Article Number t` Siieei ................................... ............. (Transfer from service label) 7005 0390 0002 8920 3349 Cny,sia""zi PS Form 3811,February 2004 Domestic Ream Rece" 102595-02-M-154o :r. • s � CERTIFIED•MAILT,, RECEIPTSENDER: m (Domestic Only; ■ Complete items 1,2,and 3.Also complete A. Signature M item 4 if Restricted Delivery is desired. X 6zv- Agent ■ Print our name and address on the reverse "`"��t Addressee DN" s �1 so that we can return the card to you. R. Received by(Printed Name) C. Date of Delivery CO Postage $ 0.39 UNIT ID: 0958 ■ Attach this card to the back of the mailpiece, � ..- or on the front if space permits. D. Is delivery address different from item ❑ s O CeNfled Fee 2.40 !- 1. Article Addressed to: 0 ^Poetmask If YES,enter delivery address below: 11No 0 Rehm Reoalp(Fee1.85 /� -,,Here (Endorsemerd Required) f U O RestrictedDelivery Fee Clerks KG4VDD:. Mf• ''VtN �e• Q' (Endorsement Required) m Total Postage 8 Fees un 4.04 4920/0(, lv3$ N { yr�p+DN �d . -g7Cy 3. 5 we Type Sent To I� /� �A t I ry� e% 40 N I T •C CZ ied Mail ❑Express Mail C T7 M �O* t 2 •V ❑Registered ❑Return Receipt for Merchandise ---------- -T ----- Aaeet y (Xj R-E• •-1 rrr��� or PO Box No L �� ❑ Insured Mail ❑C.O.D. CINO tate,ZIP+4.....c,,..l 1 ....�..--.-.._I_I_---- ----------------- 4. Restricted Delivery?(Extra Fae) ❑Yes z. Article Number 7005 0390 0002 8920 3325 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 II ■SENDER: COMPLETE THIS SECTA TIONONDELIVERY Complete items 4 2,and 3.Also complete A. Signatu U.S. Postal Servim item 4 if Restricted Delivery is desired. - X ❑Agent rt.I CERTIFIED MAIL;. RECEIPT ■ Print your name and address on the reverse 0 Addressee m M so that we can return the card to you. Dome • CoverageProvided) ■ Attach this card to the back of the mailpiece, B. R ed by(Printed N e) C. Date of Delivery m or on the front if space permits. p 1. Article Addressed to: D. Is deliveryaddress differem from Rem 1? ❑Yes fL It YES,enter delivery address below:w: ❑No a `r. -Tose Ph F r i S�c� Postage $ 0,39 UNIT ID. 09`6 D, Z3 Cabled Fee 2.40 C3 Return Receipt Fee185 C C) . i (Erdomatera Required) • Ci, C3 Z7 dale � • 3. ice Type ResMctadDelhreryFee lerk: 64VDf1 z d r m i n y (Endorsemen Required) J Certified Mail ❑Express Mail tap 4.G4 2(19if; II Z[ Registered ❑Return Receipt far Merchandise Total Postage 8 Fees $ F`r J 7 ❑ Insured Mail ❑C.O.D. v) 4. Restricted Delivery?(Extra F") 0 yes r3 nd ° i C an o W i Cx CIO 6. Unote;Ic 2. Article Number _ ........................ 7005 0390 0002 8920 3318 siaaiaaFloi" " --"." - ....._" " (Transfer from service laben orP09ox Na I ttjCj •��1. 11 S CY(•¢ I(, Dr PS Form 3811,February2004 Domestic Repan city,stere,zlPra Recaps tozsss-0z-M-1sw _ :rr Postal m l CERTIFIED MAILT. RECEIPT SENDER: COMPLETE THIS SECTION GUMPLL It lHi6�L(�7,W. UA DELIVERY M (Domestic M ■ Complete items 1,2,and 3.Also complete a nature In F �t7 tem 4 K Restricted Delivery is desired. ■ L? ❑Agent ti Print your name and address on the reverse 0 Addressee Q' so that we can return the carto you.-13 so Y Rec " ed by(Panted Name) C. Date of Delivery Postage $ 0,34 UNIT IIr. 0958 ■ Attach this card to the back of the mailpiece, � /lnJ'/v,�/� to or on the front if space permits. EZ Certified Fee 2 delivery address diRerentfrom Rem 1? ❑Yes r3 1. Article Addressed to: D. Is E3 Retum Recelpt Fee 1 D °Her 1y� (�11 1 If YES,enter delivery address below: ❑ No (Endorsement Requlretl) Cn r`! C i r Ian wiCTi C3ReatdatedDeliveryFee Clpr;: K64V�Q=.: C- M (Entlorsement Required) , `� GIo �Jr¢nC� C.I chDUnt ,- Total Postage 8 Fees $ 4.64'. 6/20/06 �, {'-re1}f 1 D Berrc7o ..8 ��� ' 1�I's CrQQ IL Dr 3.fT r. 70�r P l� Fri s C 1 I [ Mail ❑Express Mail or POBox No. 1p � OrIQNNL �� d ❑Return Receip[tor Merchandise DOSlate.ZIP+4.,./�....... .......................................................... ail ❑C.O.D. rMin dale N• 3 4. cted Delivery?(Extra Fee) El yes 2. Article 7005 0390 0002 8920 3332 (Transfer from service/abeQ PS Form 3811, February 2004 Domestic Return Receipt 102595-02-st1W SENDER: j A. Sign Agent .G CERTIFIEDMAIL, ■ Complete items 1,2,and 3.Also complete in item 4 if Restricted Delivery is desired. XAa� ❑Addressee m (Domestic • - Provided) ■ Print your name and address on the reverse C. to of Delivery m _, so that we can return the card to you. p ✓'j rved by(Footed Name�)f^ r3 ■ Attach this card to the back of the mail lace, x/ .11 �- N so&} jj 1 or on the front if space permits' D Is delivery address different from Rem t a Yes �, If YES,enter delivery address below: 0 No •D Postage $ 0,39 UNIT ID' 0958 1. Article Addressed to: ' "I f J O J Laru Ce tlfled Fee 40 o 14 O Retum RecaPt Fee 1.85 HM (Endorsement Required) /' � P• O• LJ 0 X I��/ Restricted Delivery Fee ark: I( UDQ 3. Se r9 TYPe m (Endorsement Required) n O Cu+��p p�1 Q I �• 1 I I� g fledTyp it ❑F�Press Mail C3 $ 4.04 0 20/0 J Registered ❑Return Receipt for Merchandise Toa postage&Fees fr _ ❑Insured Mail ❑C.O.D. Ln ent7o M �r Fee ❑Yes o Ir •T----w�-�-5---�er(}+M.gF-�_-- 4. Restricted Delivery?(Extra i -'- �{�t.1 p 1 t V C or PO Sox No. 305 le----------------------------------- 7005 3110 0000 9012 4953 -- -. 01 9 2. Article Number Ciry.Stele,ZiP.t w 1 , (frensfer from service label) 102595-02-M-1540 �V PS Form 3811,February 2004 RIturn G Postal SENDER: COMPLETE THIS SECTION M CERTIFIED IIIRECEIPT _. t'•t ., • ■ Complete items 1,2,and 3.Also complete re L D Agent D Ar �. item 4 if Restricted Delivery is desired. Addressee NA ■ Print your name and address on the reverse O. f Delivery ru so that we can return the card to you. Received by n e) ro ■ Attach this card to the back of the mailpieoe, Er g D-, PostBe 0.39 lfat):T--1$:-09r58 or on the front if space permits. D. Is delivery hddress tlitl• nt from Rem 1 as pL l-G 1. Article Addressed to: If YES,enter deliv ad ss� below:�' 0- c C3 cemnm Fee 2.40 Cyt �" ��. S C:3 RemmReceipt Fee 1.85 ' n� Mf .�T'hOvhc S Te r0M� SP O (Endorsement Required) o Restricted Delivery Fee Cle KG4U Z �v r-R (Endorsement Required) 1 Q rn 4.G4 / E% Sou-�-hu Id/ y I ►9� 1 Y I m Toa postage&Fees $ 8565"a�� 3. ceTpe rifled Mail ❑Express Mail Ln t o r,• r —f`0 1 _ Q ❑Registered ❑Return Receipt for Memhandise I_L _J_..___...L__G____________________ ------------------- ❑ Insured Mail [I C.O.D. I35 ����• P.�, 6()x 4. Restricted Delivery?(Entre Fee) ❑Vee 2. Article Number 7005 0390 0002 8920 3356 (irensfer from service label) C PS Form 3811,February 2004 Domestic Return Receipt x••595-02-M-1540 I I SENDER: COMPLETE THIS SEC TtON �)MP�E TF THIS DELIVERY SLADER: COMPLETE THIS SECTION 0'17�1 TL '"I A T!ON ON DELIVERY ■ Complete items 1,2,and 3.Also complete A Sig ■ Complete items 1,2,and 3.Also complete A. Sig -• nn I item 4 if Restricted Delivery is desired. ❑Agent item 4 if Restricted Delivery is desired. 1" , ',t ❑Agent X ■ Print your name and address on the reverse Addres ■ Print your name and address on the reverse X tura 1.' U ❑Addretilast, so that we can return the card to you. B, eceiv by(Pn t ) C. Dat of Del' so that we can return the card to you. B. R lived by(Prime Name) C of D ■ Attach this card to the back of the mailpiece, - ` �7 $/ ■ Attach this card to the back of the mailpiece, .� or on the front if space permits. or on the front if space permits. D. Is deliveryaddress different from Rem 1? ❑Yes D. Is delivery address different from Rem 1 Y klvticle Addressed to: If YES,enter delivery address below: ❑ No 1. Article Addressed to: If YES,enter delivery address below: ❑ No I1r. Ed McKeNN21 1`9, Lropold �' ^dello R� . 25 5 � I �N1 L�Ne SoUlhold u. 1 . II1� I 3 ';j Type �er�chC! N •J . 111155 3. seryceType p - f 1 X" rtfied Mail ❑ Express Mail ( •Certified Mail ❑Express Mail 0 Registered ❑ Return Receipt for Mercham ❑ Registered ❑Return Receipt for Merchandise 0 Insured Mail ❑ C.O.D. ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 4. Restricted Delivery'!(Extra Fee) ❑Yes z. Article Number 7005 0390 0002 8920 3301 2. Article Number (transfer form service label) 71305 from service fat»q 7005 3110 0000 9 012 4946 PS Form 3811,February 2004 Domestic Rehm Receipt 02595-02-M PS Form 3811,February 2004 Domestic Return Receipt to2595-02-M-1sao; Postal CERTIFIED o RECEIPT U.S. Postal CERTIFIED MAII-iri RECEIPT m m . o (Domestic O S Ir , F 1146 DO o NFA I A Postage $ 0.39 UNIT JM-M rD D" Postage $ 0.39 UNIT III: 03%,S , O OerdHed Fee , t. LC o O Return Receipt Fee 1.BJ �.40 � r3 Cenmed Fee 2.40 P ark -no ✓/C (Endowment Required) Zy C3 (EMowemem Req Fee 1.95 r- ere Restricted Delivery ler VDQQ' ( drRequired) V� � o Resmctedoeliveryree Cierko G4 DO CD rr) O� y/ � (E dorsement Required) i anal Postage a Fee9 $ 4.64 C04 /06 r9 rn Ln 666-8Gz-- m Total Postage a Fees $ 4.64 04/20/06 8666 qCU�,t I N 'sent To--'----^._�r-'_"........... cKeN ----------------------- o t e �r. L_eopOld----t>'--N --------------------------- o, 11SY�er. o PO Box No. l5 t}OV R+. 1-5 M1 3aeet -..-.-...--_- f ` ......................_............._.....____...-.-.......--.-._._..------------- or PO Box No. 5 I I N+ i NQ o%sorra,ziP.< - rary.Stab�ta--- ----------------------------0-------------------I-I------ -------•----- E �V+hold N . 119 ' .zrPw 7e . 5 PS Furor 3800,J,i 2002 i SENDER: •MPLETE THIS SE( r1OPv S SECTION ON DELIVERY Postal ■ Complete items 1,2,and 3.Also complete A r1at o CERTIFIED MAILRECEIPT item 4 if Restricted Delivery is desired, ❑Agent ,-D ■ Print your name and address on the reverse X ❑Addressee D"' (Domestic Mail Only, No insurance Coverage Provided) so that we can return the card to you. ■ Attach this card to the back of the mailpiece, R. Received by( n Name) C. Dace of livery ru ' or on the front if space permits. rq P"iF I. D. Is delWery address different from item 17 Yes C3 1. Article Addressed to: Q• Foss $ 0.34 UNIT III: 0458 If YES,enter delivery address below: ❑.No 1y + C3 Certlfied FeeOsPr¢ {'sjim1Fion 0 r3 ( ereeFe 1.135531 o Restricted DOIWWYFee - xe Clerks 0409'- rq L 1� I �� YPe � (EndoreemeM Required) pO `a fr ryl l h y�� 'e ( 'V •y 3.- Certified Mail ❑Express Mail frl Tow Postage a Fees $ 4.64 \ Jam}/06 a�F J Z C ❑Registered ❑Return Receipt for Merchandise un 11-755 5 ❑Insured Mail ❑C.O.D. r3 S-_••� .yt,!••_-•••• ----- 1 5 ra o inion............... 4. Restricted Delivery?(Extra Fee) ❑Yes � 3`ir"e-eWWfjE;-----P-•�I 2. Article Number orPOBaxN& • •0• x '�. ......___.._. 7005 3110 0000 9012 4939 -----•--------- c -rr (transfer from service labeo (.1'ty,"sieie,ZIPW Pe con N. I J O PS Form 3811,February 2004 Domestic Return Receipt 102595-02W-1540 f CERTIFIED • ' stal Service,, TION COMPLETE THIS SECTION ON DELIVERY or fTl A. S' lure D Only; Insurance III Complete items 1,2,and 3.Also complete 0 Agent S � g item 4 if Restricted Delivery is desired. I pUrr ni ■ Print our name and address on the reverse X v"" l �i� Addressee �,$ so that we Can return the Card to you. B. Received by(Printed Name) C. Date of Delivery C3 ■ Attach this card to the back of the mailpiece, A N in ( 1. I l[ rj D' Postage a 0.34 UNIT IN 04`.,8 or on the front if space permits. D. Is delivery address diffen:pttm@ item 1? 11o C3 Certified Fee 1. Article Addressed to: If VES,enter delivery! _ low: o O Retum Receipt Fee EMmsm ( oraeRequired) yFee �� tR � l V er4: K�4Ut10 z I P. o . box I1 rn Total Postage a Fees $ 4.64 D t� C 3. sS ice Type sent M _`�.... ...........__.__ :_.__._.__._....._......__. C ' " .y J Reg sted d 0 Express Receipt for Merchandise 0 (� 1 tom_ O v' f¢ r$ 1/UYyt 1 h 10 h__________________._._.____ l ( 4. Restricted inctetl Delivery. (Extra Fee) ❑yes t` $peg% 'p'o;;rt""""' r ❑ Insured Mail ❑C.O.D. — orPOaoxNo.-_ 3,b-----Q H-DN I ....... - car, " ZIP+4 :_ 1 N vsrehl� da e I � 5 r A.n,20W 2. Article Numbe7005 3110 0000 9012 4960 (transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02 N1 S10 ' I COMPLETE ON DELIVEPY ■ Complete items 1,2,and 3.Also complete A U.S. Postal Service Rem 4 if Restricted Delivery is desired. ❑Agent ru■ Print your name and address on the reverse ❑Addressee ru so that we can return the card to you. D-' (Domestic Only,,No Insurance Coverage Provided) ■ Attach this card to the back of the mailpiece, �e by(Frio ® to of Delivery or on the front if space permits. g 'bru ®' 1. Article Addressed to: D. Is delivery add ditem 1? Yes rl QIR&Wd1'4 , If YES,enter del d No C3 M f (ba r rLekr r Postage $ 0.39 UNIT ID: 09% M 33gb Gand� L)wd . AS C3 Gari FeeC3 2.40 J Lp+ C3 (FntlwReq�uae�a) 1.85 �L� 7HMrs 1jUrq F a. type o ResuiceaDelliweq ntRequFee C rk (d r3 (Endorsemela Requires)ertified Mail ❑Express Mail A fi 33102 Registered ❑Return Receipt for Merchandise m Total Postage a Peas $ 4.64 04 r O Insured Mail ❑C.O.D. u1 4. Restricted Delivery?(Extra Fes) ❑Yes O To r. rr Le- C3 c .. ................ . 2. Article Number 7005 3110 ❑000 9012 4922 orPOBax.N°'- 33�Q�Ga-gd- .�21Vd-:_ Lo+_I21 (fiansrer from service label) . f...... f ZIP PS Form 3811,February 2004 Domestic Return Recapt f ozsss-02-M-1ti40 FIL f i I Postal Mi01 M (Domestic M q ru K `D Postage $ 0.39 TIT D: 0958 ru C3 OardW Fee 2.40 < 0 C3 Relum Recelpt Fee 1.85 a a Here Z (ErMoraemem Requires) rn n, C3 Resalc=1RheryFee CI f .. KG4VC Er (ErWarsement Requires) t O O Total Postage a Fees $ 4.64 `� 2010 6�V LO 86 6'Bc O Seat o Q ( �lerQlM�l. N Sheet,Apt.Nn. /,�.,-----------, (� .-- ............................... -- orPOBoxNe.;IV��V rN + -------------------------------------- ------- _ - Sou+llold N- -I191 • ` i COUNTY OF SUFFOLK J� 0 STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF THOMAS ISLES,AICP PLANNING DIRECTOR OF PLANNING April 21, 2006 Town of Southold Planning Bd. 53095 Main Road-P.O. Box 1179 Southold,NY 11971 Attn: Bruno Semon, Sr. Site Plan Reviewer Re: Duck Walk Vineyards Municipal File No.: 1000-75-02-02 SCPD No.: SD-06-STP Gentlemen: The staff has examined the proposed action entitled, "Duck Walk Vineyards"bearing the stamped date of April 21,2006*. Comparing this action with the one that was previously referred to the Commission, the staff did not find any substantial difference between the two actions. It is the policy of the Commission not to review any action that it has previously considered unless there remains substantial differences. *Comment: See attached letter from Charles W. Southard Jr. The statement in the "SEQRA" letter requiring referral is a standard comment. Sincerely, Thomas Isles, AICP Director of Planning _ drew P. Freleng, CP Chief Planner APF:cc cc: Charles Southard Jr. G:\CCHORNYIZONING\ZONINGXWORKING\PREFEMBR04-INC.APR LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR . P.O.BOX 6100 . (631(853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631(853-4044 Charles W. Southard Jr. �+ REGISTERED ARCHITECT 4400 Veterans Highway Suite #207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 • Transmittal To: Town of Southold Planning Departmenta:: Address: Town Hall Annex Cs P.O. Box 1179 ;' 54375 State Route 25 Southold,New York 11971 - 5 200 Attn: Bruno Semon Date: May 4, 2006 Re: Proposed Winery for "Duck Walk"@ Main Road, Sout SCTM#1000-75-2-2 Attachments: 1. (1) Original Suffolk County Department of Health Services Approval for Construction - Other Than Single Family- Ref.#C10-05-0020, Dated 5/1/06; (2 sheets) 2. (1) Original New York State Dept. of Transportation - Site Plan Approval Permit#10-05-0642, Dated 4/27/06; (2 Sheets) 3. (1) Original Letter of Approval from New York State Dept. of Transportation, Dated May 1, 2006, for Amendment to Highway Work Permit#10-05-0642 originally stamped approved on 1/19/06; (2 Pages). 4. (1) Copy of New York State Dept. of Environmental Conservation- Division of Environmental Permits, Region One - "Letter of Non-Jurisdiction - Freshwater Wetlands Act"; Dated April 6, 2006 Received by: C Q. V C,� Date: /2006 New York State Departr*t of Environmental Conservion Am of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us - Denise M. Sheehan Letter of Non-Jurisdiction - Freshwater Wetlands Act Commissioner April 6, 2006 Mr. Herodotus Damianos 591-A Bicycle Path Port Jefferson Station, New York 11776 Re: 1-4738-03572/00001 Route 25, 200' w/o Maple Avenue Southold, New York 11971 Dear Mr.Damianos: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The parcel of property located at Route 25, 200' west of Maple Avenue, Southold NY (SCTM# 1000- 75-2-2.5)) as shown on the survey by John C. Ehlers dated June 9, 2004, last revised November 17, 2005 is located more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Rogervans Permit dministrator cc: BOH/mep Charles Southard Jr. COUNTY OF SUFFOLK (a STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES BRIAN L. HARPER,M.D., M.P.H. COMMISSIONER PERMIT CONDITIONS Health Services Reference # C,e 0 Project Name 0 'k Z" The attached plan, when duly signed by a represerk"ative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-018). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by calling 852-5754; and excavation inspections must also be confirmed by calling 852-5700 prior to 9:30 a.m., the morning of the inspection. Article V11 of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid licensefront the Suffolk County Office of Consumer Affairs. This office can refuse to perform inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 09/14/05) Page 1 of 2 HD Ref. No. C(o -oS—�%o• Project Name CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Call 852-5754 to schedule an inspection and confirm by calling 852-5700 prior to 9:30 a.m., the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/ sewage treatment system. (Call 852-5754 to schedule an inspection.) ❑ Satisfactory inspection of the water supply system by: ❑ Office of Wastewater Management (Call 852-5754 to schedule an inspection.) ❑ Office of Water Resources, Water Quality Unit (Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control (Call 854-2502 for inspection.) ❑ Storage tanks ❑ Other: ❑ Application for aFood Permit to the Food Control Unit (Call 852-5873 for instructions.) our (4) prints of an As-Built plan [�Ceap letter" from water district rtification from the licensed sewage disposal system installer ❑ "S-9 form" from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis ❑ Certification of Carbon Monoxide Alarm Installation (form WWM-075) ❑ Certification of Sewage Disposal System Abandonment(form WWM-080) ❑ Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for: ❑ Sewer lines and sewage collection system ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: ❑ Other: WWM-016 (Rev. 09/14/05) Page 2 of 2 -Fkceivtox STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.dot.state.ny.us SUBIMAL CHAKRABORTI, P.E. THOMAS J. MADISON, JR. REGIONAL DIRECTOR COMMISSIONER May 1, 2006 Mr. Charles W. Southard Jr. Registered Architect 4400 Veterans Memorial Highw#-ySuit , Holbrook, N'ew :nrk �� 1" q 0 A ril 12 2006 Submission `' ti D1idk Walk Vineyards,formerly Merlot,LLC 1 " Site Plans Last Revised 4/12/06 Route 25, Southold SCTM# 1000-75-2-2 Our Case No. 04-220P ,hwav*Work Permit#10-05-0642 Dear Mr. Southard: o - This is in regard to the site plans for the referenced project, which were submitted to us for review and comment due to the proposed plan changes from the plans originally approved by us and issued with the subject Highway Work Permit. We are amending the subject Highway Work Permit that was issued for this site to include the plans you have submitted; however, this Highway Work Permit amendment shall also include all items, notes and details that are shown on the original plans issued with this permit which were stamped approved by us on 1/19/06. This letter, stamped plans and the previously approved plans become a valid part of the subject Highway Work Permit. When you have completed the work specified by the permit, please sign and date your copy and return it to our Maintenance Facility office. Their address is 1900 CR 58, Riverhead, NY 11901. The permit engineer at this location is Mr. Kevin Matthaei. He can be reached at (631) 727- 1731. You must contact Mr. Matthaei prior to starting any work at this location. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Mr.Charles W. Southard Jr. May 1,2006 Page 2 Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways,Town of Southold s. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MDW:SME f - #7848 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Jean Burgon of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for --!_weeks, successively, commencing on the 27th day of April 2006 P incipal Clerk Sworn to before me this day of 2006 CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No, 01-V06105050 QuOlifled In Suffolk County Commission Expires February 28, 20oo t LEGAL NOTICE NoVee of F"e H W&O NOTICE IS HEREBY GIVEN that, Pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hear- ing will be held by the Southold Town Planning Board,at the Town Hall,Main Road,Southold,New York on the 8th .day of May,2006 on the question of the followi6:OOnpg: .m,Proposed standard subdivi- sion for Cleaves Point Manor located on the WOO Shipyard Lane,approximately 173' s/o Gus Drive in East Marion, .Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-38-7-9. 6:05 p.m. Proposed site plan for Duck Walk Vineyards located on the Ns/o NYS Road 25 approximately 546' W/o of Maple Avenue in Southold,Town Of Southold, County of Suffolk,State of New York. Suffolk County Tax Map Numbers 1000-75-2-2.6&2.7. 6:10 p.m. Proposed site plan for Rich's Auto Body located on the s/s/o NYS Road 25 at the s/w intersection of NYS 25 and Fleets Neck Road in Cutohogue,Town of Southold, County of Suffolk,State of New York.Suffolk County Tax Map Number 1000-102-3-1. 6:15 p.m.Proposed site plan for BCB Realty Holding Corp,located on the n/ s/o NYS Road 25 approximately 259' w/o Moore's Lane in Greenport,Town of Southold, County of Suffolk. State of New York. Suffolk County Tax Map Number 1000-45-4-8.3, Dated: 4/25/06 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B.Woodhouse �on 7848-1 T 427LEGAL NOITCE �gUFFO(,�c ,a SCOTT A. RUSSELL hie °� JAMES A. RICHTER, R.A. SUPERVISOR TOWN HALL - 53095 MAIN ROAD TOWN OF SENGINEER NGOI DE , NEW YORK 11971 y • Far. (631)-765-9015 .J� �' Tel.(631)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse — Vgy2�j 6 Chairperson - Planning Board S Town Hall, 53095 Main Road E fz %I Southold, New York 11971 Re: Duck Walk Vineyards Site Plan i, SCTM #: 1000-75-02-2.6 & 2.7 -- Dear Mrs. Woodhouse: As per a request from your office, I have revil� amended Site Plan(dated 4/12/06)and State DOT Curb Cut Permit (#:10-05-0642) for the above referenced project. I have also received and reviewed comments from the Project Architect, Charles W. Southard, Jr., Registered Architect. Please consider the following: 1. I have reviewed the New York State DOT Curb Cut Permit dated 1/19/05. 1 have also reviewed DOT Comments dated 4/5/06 related to site plan changes thatwere made to the original Curb Cut Permit Drawing. All required and/or requested changes to the Site Plan have been made in a satisfactory manner. Please note, all work within and immediately adjacent to the State Right-of-Way is subject to final approval by the DOT. 2. My original report indicated that sidewalks were present along the DOT frontage. This item was incorrect and should be disregarded. 3. The Inlet elevations for the proposed drainage adjacent to the site entrance have been modified satisfactorily and should contain runoff generated by new development on site. 4. The"Dropped Concrete Curb&Geo Pavers"section detail that has been submitted bythe Architect should be indicated on the Site Plan. 5. There are fifteen (15) parking spaces located immediately south of the proposed New Vineyard Facility. This area has a dimension of 148.5 feet. 15 spaces,each nine(9')foot wide, plus two eight (8) foot handicap access isles would require one hundred fifty one (151')feet. With the exception of the items listed herein, all other issues raised in my last report have been satisfactorily addressed. If you have any questions regarding this Site Plan Review, please contact my office. Sin ely, mes A. Richter, R.A. CC: Peter Harris, Superintendent of Hi ays _.S C PLANING DEP— PAGES 02 • • .sJ i COUNTY OF SUFFOLK .,? � ► (� STEVE LEVY SUFFOLK COUNTY EXECUP E, DEPARTMENT OF f "`: ^- -sHc..9ISLU AQP FIANNING DIRECTOR i_�p _� A 121 100 ,. � / �� r Town of Southold Planning Bd. MAY — [ 2006 53095 Main Road-P.0, F3ox 1179 Southold,NY 11971 C Attn: Bruno Semon, Sr. Site Plan Reviewer Re: VYlt7ttyauds. -� Municipal File No.: 1000-75-02-02 SCPD No.: SD-06-STP Gentlemen: The stat?'has examined the proposed action entitled, "Duck Walk Vineyards"bearing the stamped date of Aprd 21,2006*. Comparing this action with the one that was previously referred to the Commission,the staff did not find any substantial difference between the two actions. It is the policy of the Commission not to review anyaction that it has previously considered unless there remains substantial differences. *COMMent: See attached letter from Charles W. Southard Jr. The statement in the "SEQRA" letter requiring referral is a standard comment. Sincerely, Thomas Isles, AICP Director of PlaTULing drTg CP Chief Planner APF:cc cc: Charles Southard Jr. 0:ICCMORN"20YINO, ONMIWORK!NGWREFFR!BRUINC.0.pR .C—ATION MAILING N.!.EE DENNISON BLG ADDRESS DG.•ATH FLOCR . P.LI G A 610E . (d3i�8535190 IDG VETERANS MEMORIA_HIGHWAY kAUPPAUGE,NY 11 788-X99 lELECOFIER(6311 Baa 4044 S C PLANING DEPT-- PAGE 03 CffUNTY OF SUFFOLK 0 Flt f Cap STEVE LEVY SUFFOLK COUNTY EXECUTIVE THOMAS ISLES,AICP 7EPARTMEMT CF FLANNING riaECTOR OF PLANNING January 1.0, 2006 I own Of Southold Planning B6. 53095 Main Road -P 0.Box 1179 Southold,NY 11971 Atte, Bruno Semor, Sr. Site Plan Reviewer PursLant to Section 239L&M of the General Municipal Law,the following site plan which have been submitted to the Suffolk County Planning Commission istare considered to be a matter for local determination a$there appears to be no sigma cart county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Elin STM No. Duck' alk Vineyards 1000-75-02-02 NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Thomas Isles,AICD Director of Planning Andrew P. Frelettg,ATCP Chief Planner rz APF:cc - G.�OCi0RN1"ZONING'2G:+!NP�'+�1aRNIN�a14�70Cn439-O A'✓� -_CATION MAILING ADDRESS ..�.., -'.''FE DENNISON BLDO.•4R'%OCR P.0 BOX 6100 . {6311 853-SI90 107 N'PTERA NS MIV ORINL,MGH W AY F-A JPPAUGB.NY 1 1788-0099 ?ELECOPiER 1631 853.40u C FLANI43 DEPT. -- -FA6E 0'- Suffolk COunty Department Of Planning Thomty A. ISIeS, Director P.O. Box 6100 Nauppeuge, New York '11768 (631.853.5190) Falx:(631-663-4044) FAX TRANSMSSION COVER SHEET From: Date: a Subject. YOU SHOULD R,E'CEIYE 3 PAGE(S),INCLUDING THIS COYER SHEET.jr YOU DO NOT RECEIVE ALL THE PAGES,PLEASE CALL(631)833.5I�T. t" 6 Message: MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN F.WOODHOUSE rif so Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR GEORGE D. SOLOMON 54375 State Route 25 JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) coum, Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD FACSIMILE TRANSMITTAL SHEET TO: FROM: Andrew P.Freleng Anly Forcl--�f CONTANY: DATE: Suffolk County Plannitig 5/2/2006 FAX NUMBER TOTAL NO.OF PAGES INCLUDING COVER; 631.853.4044 2 RE TAX MAP� Duck Walk Vineyards 1000-75-2-2.6&2.7 11 URGENT FOR REVIEW 11 PLEASE COMMENT 11 PLEASE REPLY 11 PLEASE RECYCLE NOTES/COMMENTS: Please find attached a letter from your office for the above referenced project. Please be aware there appears to be a typo regarding the project reference in the body of the letter and the subject heading of the letter. Please advise. Thank you. �OUNTY OF SUFFOLK 01 wf�F �S STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF THOMAS ISLES,AICP p . PLANNING DIRECTOR OF PLANNI ". April 21, 2006 Town of Southold Planning Bd. 53095 Main Road- P.O. Box 1179 _ 1 2006 Southold,NY 11971 MA`I J Attn: Bruno Semon, Sr. Site Plan Reviewer finwa geuthah weal Re: Duck Walk Vine}.ar Municipal File No.: 1000-75-02-02 SCPD No.: SD-06-STP Gentlemen: The staff has examined the proposed action entitled,"Rich's Auto Body"bearing the stamped date of April 21, 2006*. Comparing this action with the one that was previously referred to the Commission,the staff did not find any substantial difference between the two actions. It is the policy of the Commission not to review any action that it has previously considered unless there remains substantial differences. *Comment: See attached letter from Charles W. Southard Jr. The statement in the "SEQRA" letter requiring referral is a standard comment. Sincerely, Thomas Isles, AICP Director of Planning op drew P. Frelc*n Chief Planner APF:cc cc: Charles Southard Jr. G:\CCHORNY ONINGGZONING\WORKING\PREFER\BR04-INC.APR LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR . P.O.BOX 6100 . (631)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER (631)853-4044 COUNTY OF SUFFOLK FILE cop STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS ISLES,AICP DIRECTOR OF PLANNING January 10, 2006 Town of Southold Planning Bd. 53095 Main Road- P.O. Box 1179 Southold, NY 11971 Attn: Bruno Semon, Sr. Site Plan Reviewer Pursuant to Section 239L&M of the General Municipal Law,the following site plan which have been submitted to the Suffolk County Planning Commission is/are considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan SCTM No. Duck Walk Vineyards 1000-75-02-02 NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Thomas Isles, AICP Director of Planning Andrew P. Freleng, AICP Chief Planner APF:cc G:\CCHORNV ONINGZONING\WORKING\LD20041239LD.WPD LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR . P.0.BOX 6100 (631)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631)853-4044 cJ4'28/2eN:JF I t 3 5_X715223 PAGE 93 Charles W. Southard Jr. �r RMLSTERMARCBMiCT 4400 Veterans Highway Suite#207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 4 April 28.2006 Office of the Engineer Town of Southold Southhold,New York 11971 Attn. James Richter RE:. Proposed Winery for"Duck Walk"@ Main Road, Southold SMI*1000-75-2-2 Dear Mr.Richter. We have mcieved a copy of your letter to the Chairperson of the Planning Board, dated April 21,2006. We wish to address the items denoted therein. 1, A NOI for a#GP-02-01 has been completed and submitted to the NYS DEC. 2.The DOT curb cut was approved and the plans and permit have been provided to Planning.The plans for the Winery and parking have been submitted to the DOT for their review. 3.There is no existing sidewalk along the road frontage on Main Road SR 25. There is none on the surrounding properties either. If it is desired, please advise. 4.Drainage calculations,as shown on the details,are for the effective depth. 5.The inlet elevation of the entrance drainage has been revised. 6.A detail for the dropped curb and geo block pavers is on the revised drawings and a detail sheet is attached. 7. Handicap parking spaces and acess isles are all 8'wide. If there are a additional questions,please contact me.,., S erel I Charles W. South Jr. Registered Architect h ,T �n. • U' n H (J Imo' LL y11 Top of Pavement Dropped curb b" h to soil �I u Iwell drained soil C.,ONG TE SURD C;PE:O FAVER5 N.T.S. A PAGE 02 Charles We Southard Jr. REGISTERED ARC MECr 4400 veterans Highway Suite 4207 Holbrook,New York 11741 Phone (631)471-5226 Fax (631)471-5224 TO: Office of the Engineer Attn: James Richter 'Town of Southold Souttshold, New York 11771 FIRM (631)7659015 Date: April 28,2(X16 Phone: (631)765.1560 Pages: (2)plus cover Re: Duck Walk Winery _ Promi Charles W. Southard SCTW 1000-75-2-2.6,27 ❑ Urgent X For Review ❑ Please Comment ❑ Please RePly • Comments t E�;±ZGi 1P7d6 15: PAGE 0- Charles W. Southard Jr. REGISTERED ARCHnECr 4400 Veterans Highway Suite#207 Holbrook,New York 11741 Phone(631)471-5228 Fax (631)471-5229 To. Planning Board Office Aft, Bruno Semon Town of Southold Southhold,New York 11971 r Fina (631)765-3136 Dates ApHI 26, 2006 Phones (631)765 1838 Pages: (2)plus emr Re: puck Walk Winery Froms Charles W.Southard SCTM#1000-75-246, 2.7 Ll Urset" X For Review 0 Plosee Comment ❑ Plea"Reply • Comments Letter to Town Engineer and detail FAX 1 .tow +5b iMAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE �OF SO(/j�olo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS # Town Hall Annex MARTIN H. SIDOR Q 54375 State Route 25 GEORGE D.SOLOMON ,O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND OlyC0Ul11 p Southold, NY IV11 f� Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: April 26, 2006 To: Jamie Richter, Town Engineer From: Bruno Semon, Senior Site Plan Reviewer Re: Duck Walk Vineyards 44535 Main Road, Southold SCTM# 1000-75-2-2.6 & 2.7 Status: Public Hearing set May 8, 2006. Required Return Date: Prior to May 8, 2006. In reference to the above, attached you will find a revised site plan in response to your letter dated April 23, 2006. The Site Plan reflects the current proposed build out of this site. Please review for comments, concerns and certification. This site plan is for construction of a 7,600 sq. ft. vineyard building with 38 parking spaces provided as required and 31 additional parking spaces in geoblock type overflow on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7. Site plan enclosed needs to be returned to the Planning Board for the public hearing. Thank you in advance. cc: file Enc.: The site plan received 4/24/06 by the Planning Department. MAILING ADDRESS: PLANNING BOARD MEMBER P.O. Box 1179 JERILYN B.WOODHOUSE �OF S0(/j�olo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR H 54375 State Route 25 GEORGE D.SOLOMON ZZ; Q JOSEPH L. TOWNSEND �� �O (cor. Main Rd. &Youngs Ave.) �yCow I Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 25, 2006 TOWN OF SOUTHOLD Charles W. Southard,Jr. Charles W. Southard,Jr. Architects 4400 Veterans Memorial Highway Holbrook, New York 11741 Re: Duck Walk Vineyards Route 25, Southold SCTM# 1000-75-2-2 Dear Mr. Southard: The above referenced site plan was reviewed at the Planning Board work session held on Monday,April 24, 2006. At that time the Planning Board reviewed the comments of the Town Engineer regarding the above referenced site plan. Please be aware the Planning Board has accepted all of the Town Engineer's comments, however,would like additional time to review recommendation# 3. A copy of the Town Engineer's letter has been attached so changes/additions can be made in order to continue review of the site plan. The Planning Board will address any necessary sidewalk requirements, as per recommendation# 3, at the next scheduled work session on Monday,May 1, 2006. Please make any necessary changes as per the Town Engineer's comments and resubmit plans to this office. Once revised plans have been received,the Planning Board will refer them out to the Town Engineer for comments and recommendations. Please do not hesitate to contact this office if you have any questions. Sincere , Amy Ford Senior Planner Cc: File • Page 1 of 1 Randolph, Linda From: Randolph, Linda Sent: Tuesday, April 25, 2006 8:44 AM To: jburgon@timesreview.com' Subject: FW: Legal Ad for 4/27 edition Attachments: 050806.doc From: Randolph, Linda Sent: Tuesday, April 25, 2006 8:36 AM To: 'jburgon@atimesreview.com' Subject: Legal Ad for 4/27 edition Please send confirmation of receipt for the attached legal notice for the 5/8 Planning Board Public Hearings. Thank you, Linda Randolph 5/2006 •PLANNING BOARD MEMBER MAILING ADDRESS:P.O. Box 1179 JERILYN B.WOODHOUSE �OF SOolyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR 54375 State Route 25 GEORGE D.SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND �yCow,N� Southold, Y 111, �` NY 631765-1838 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 8th day of May, 2006 on the question of the following: 6:00 p.m. Proposed standard subdivision for Cleaves Point Manor located on the w/s/o Shipyard Lane, approximately 173' s/o Gus Drive in East Marion, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-38-7-9. 6:05 p.m. Proposed site plan for Duck Walk Vineyards located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-75-2-2.6 & 2.7. 6:10 p.m. Proposed site plan for Rich's Auto Body located on the s/s/o NYS Road 25 at the s/w intersection of NYS 25 and Fleets Neck Road in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000- 102-3-1. 6:15 p.m. Proposed site plan for BCB Realty Holding Corp. located on the n/s/o NYS Road 25 approximately 259' w/o Moore's Lane in Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-45-4-8.3. Dated: 4/25/06 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson PLEASE PRINT ONCE ON THURSDAY, APRIL 27, 2006 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) LINDA RANDOLPH, Secretary to the Planning Board of the Town of Southold, New York, being duly sworn, says that on the 25th day of April, 2006, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road Southold New York. 05/08/06 Regular Meeting: 6:00 p.m. Public Hearing for the proposed standard subdivision of Cleaves Point Manor — SCTM # 1000-38-7-9 6:05 p.m. Public Hearing for the proposed site plan for Duck Walk Vineyards — SCTM#'s1000-75-2-2.6 & 2.7 6:10 p.m. Public Hearing for the proposed site plan for Rich's Auto Body— SCTM# 1000-102-3-1 6:15 p.m. Public Hearing for the proposed site plan for BCB Realty Holdings Corp. — SCTM# 1000-45-4-8.3 Linda—Randolph Secretary, Southold Town Planning Board Sworn to before me this 10 day of jvil 2006. �C Notar)k_ lic MELANIE DOROSKI NOTARY PUBLIC,State of New lbrk No.01D04634870 Oualified in Suffolk County ��� Commission Expires September 30,2,,�u, Charles W. Southard Jr. REGISTERED ARCHITECT 4400 Veterans Highway Suite#207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 Transm • tt � . � y To: Town of Southold Planning Department ' } Address: Town Hall Annex APO 2y' P.O. Box 1179 E' 54375 State Route 25 �- Southold, New York 11971 tAttn: Bruno Semon , Date: April 20, 2006 Re: Proposed Winery for "Duck Walk"@ Main Road, Southold SCTM#1000-75-2-2 Attachments: 1. (5) Sets of Site Plan - (2 sheets each) 2. (1) Set of Building Plans 3. (1) Copy Elevations with Colors & Material 4. (1) Copy of Light Fixture Cut Sheets - (5 sheets) 5. (1) Copy of Lighting Plan Received by: Date:_J_ /2006 5--i 71 52_'9 P1'a-E Charles W. Southard Jr. REGISTERED ARCHREC.T 4400 Veterans Highway Suite#207 Holbrook,New York 11741 Phone(631)471-5228 Fax (631)471-5229 To: Planning Board Office Ate= Bruno Semon Town of Southold Southhold, New York 11971 Fax: (631)765-3136 Dahl April 20, 2006 Phone: (631)765-1938 Pegim (1)plus cover Res Dusk Walk Wriery Fronk Charles W. Soulhard SCTW 1000-75-2-2,6, 2.7 ❑ Urgent X For Review ❑ Meese Comment ❑ Moose Reply s Commento ATTACHED: NYSDEC-Letter of Non-Jurisdiction, dated 4/6/06 L/ SUFF04 SCOTT A. RUSSELL ,�°°� cO� JAMES A. RICHTER, R.A. SUPERVISOR TOWN HALL - 53095 MAIN ROAD to iENGINEER TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 �.�� °�� Tel.(631)-765-1560 OFFICE OF THE ENGINEER TOWN OF SO AHD Jerilyn B. Woodhouse April 21, 2086 Chairperson - Planning Board Town Hall, 53095 Main Road APR 2 2006 Southold, New York 11971 ` } Re: Duck Walk Vineyards Site Plan LLi SCTM #: 1000-75-02-2.6 & 2.7 Dear Mrs. Woodhouse: As per a request from your office, I have revised the Site Plan for the above referenced project. Please consider the following: 1. Please note that the proposed disturbance resulting from construction activities and grading of this site will be greater than one (1)acre in area. [This would include the new driveway and drainage areas as well as the parking areas and the proposed building envelope.] This project will require coverage from NYS Department of Environmental Protection (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-02-01) prior to the initiation of construction activities. 2. A New York State DOT Curb Cut Permit was required for the Elysian Field Subdivision. My office has not received a copy of this permit for review. This curb cut entrance will be shared by this New Winery and it is necessary to review this DOT document for coordination of the proposed Site Plan work. 3. The existing sidewalk along the State Road should be shown. Is the Planning Board requiring replacement of the existing sidewalk or is the developer required to patch only where sidewalk has been disturbed? Handicap access and curb depressions should be indicated on the Site Plan where required. 4. Drainage calculations were provided and meet the minimum requirements of Town Code. (Please note, the depth of each pool indicated shall be effective depth of leaching pool.) 5. The drainage design indicates two new drainage basins at the entrance/private roadway. These two (8'dia. x 8'd.) leaching pools should be moved or relocated closer to the southerly property line. The elevations, as indicated on the plan,would suggest that this new paved site access would shed surface water run-off out into the State Right-of-Way. According to the Subdivision Map, this new drainage would have been located 45' from the property line. In addition, a high point in the asphalt pavement would have been created at the property line. This item should be revised accordingly. Page 1 of 2 Jerilyn B. Woodhouse April 21, 2006 Re: Duck Walk Vineyards Site Plan SCTM #: 1000-75-02-2.6 & 2.7 Page 2 of 2 6. The landscaping appears to meet or exceed the requirements of Town Code. This item should be reviewed and approved by the Planning Board. 7. Section details for the Dropped Curb and Geo-block Grass Pavers should be indicated on the Site Plan. 8. The handicap parking spaces indicated should be adjusted to meet new ADA standards. The"No Parking Anytime"space between handicap parking should be eight(8")feet wide. If you have any questions regarding this Site Plan Review, please contact my office. ,jm ' ely, A. it , R.A. cc: Peter Harris, Superintendent of Highways 01'_t;:'2:0 )6 1 5:'Z'5 1`_57:h2_"3 FADE 02 'New York State *artment of Environmental Conservation �'✓ ,Division of Environmental Permits, Region OneAm ;'Pudding(6 1 SUNY,Stony FAX: (New York 11780.2356 gPhone: (631)444-0365 • FAX: (631)444-0360 website: www dec.state.ny.us Dene M.Shea n l Letter of Non-Jurisdiction -Freshwater Wetlands Act : !� Apnl6�u 'Mr. Herodotus Damianos 'i ��J6 �51 9 -A Bicycle Path k pPF 2 PortJefferson Station, New York 11776 ate: 1-1738-03572/00001 Route 25, 200' w!o Maple Avenue . ...�"e - Southold New Yprk 11971 y ` ., i (pear Mr.Da6anos � $aced on the information you have submitted, the New York State Department of Environmental ,Conservation has determined that: ;The parcel of property located at Route 25. 200'west of Maple Avenue, Southold NY(SCTM# 1000- 75-2-2.5))as shown on the survey by John C. Ehlers dated June 9, 2004, last revised November 17, ;8005 Is located more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act(Article 24 of the Environmental ,Conservation Law). i3e advised: that all construction, clearing, and/or ground disturbance must remain more than 100 feet Orom the freshwater wetland boundary. In addition, any additional work, or modification to the project 09 described, may require authorization by this Department. Please contact this office if such are pontemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any pecessary permits or approvals from other agencies. Very truly yours, Rogerans Permit dministrator pc: BOHfinep Charles Southard Jr. 6 Charles W. Southard Jr. REGISTERED ARCHITECT 4400 Veterans Highway Suite #207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 Transmittal• To: Town of Southold Planning Board Address: Town Hall Annex - I 54375 State Route 25 P.O. Box 1179 Southold,New York 11971r �J Attn: Ms. Jerilyn Woodhouse SOL", cca d Date: April 12, 2006 Re: Proposed Winery for "Duck Walk"@ Main euthiS'I `�� SCTM#1000-75-2-2 Attachments: 1. (1)Copy of Letter to Suffolk County Planning Commission 2. (1)Copy of Letter from Suffolk County Planning Commission - requesting site plan Charles W. Southard Jr. REGIS"IEREDARCHTIECT 4400 Veterans Highway Suite#207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 April 18, 2006 Suffolk County Planning Commission H. Lee Dennison Bldg. - 4th Floor 100 Veterans Memorial Highway Hauppauge, New York 11788 Attn: Peter Lambert, Principal Planner RE: Site Plan for Duck Walk Vineyards@ Main Road, Southold SCTM # 1000-75-2-2 Suffolk County Planning Commission File # LS-G-2002 Dear Mr. Lambert: Please be advised that the Southold Planning Board has set a public hearing for this site on May 8, 2006. Mr. Bruno Semon, from Southold Planning Board has forwarded to our office your April 11, 2006 letter requesting a copy the Site Plan for this project to be sent to you at the Suffolk County Planning Commission prior to final approval. We have enclosed a copy of your letter and a copy of the Site Plan for your review. We would greatly appreciate your 'Review & Comment" to reach the Southold Planning Board before the May 8th hearing. If any additional information is required you may contact our office at the telephone number and address listed above. Sincerely, Charles W. Southard Jr. Registered Architect encl: 2 cc: Jerilyn B. Woodhouse FROM :'SOUTHOLD TOWN PLAWING W FAX NO. 631 765 3136 �Pr. 18 2006 03:38PM P1 ' -COUNTY OF SUFFOLK- 'r (D STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING '1SAES,A.LC.P. •`•. ,` Dl PLANNING April 11,200b Ms.Jerilyn B.Woodhouse Planning Boats 1 7S Town of Southold P.O.Box 1179 Southold,NY 11971 Re: Sitefor .jwk Walk Vipeysrrlla.-� S.C.T.M.#: 1006t!12.6 Suffolk County PI Comrfiission Pile#:LS-0-2002 Dear Ms.Woodhouse: Your notification for SEQRA coordination for the above referenced action was received by our agency on March 23, 2006. The Suffolk County Planning Commission is an interested agency and hence has no objection to the Town of Southold assuming Lead Agency status for the above referenced action.The Suttblk .._.�.b:........y......_..:....:_......,...,....m..ay..._.............I—u...r.-..�...._......:........w.n...... be kept informed of all actions taken pursuant to SEQRA and to be provided with copies of all future EAPs, DEiSs and FEISS. Please note that prior to final approval, this site plan should be referred to the Suffolk County Planning Commission for review because the property is adjacent to State Rrmte 25. We have no additional comments on the proposal at the present time. Sincerely, J, Peter K.Lambert Principal Planner cc: Andrew Preleng,Chief Planner M:I.SEQRA1 Wftou6aW0wk Wolk vmgwde.dw LOCATION MAILING ADDRESS H.LEE DENNISON BLOB.-4TH FLOOR P.O.80X6100 (a31)653fi190 100 VETERANS MEMORwL HIGHWAY HAUPPAUGE,NY 11!660009 fax(631)w"Dµ MAILING ADDRESS: PLANNING BOARD MEMBERS • P.O. Box 1179 JERILYN B.WOODHOUSE �O-``��F su�jyolo Southold, NY 11971 Chair V� OFFICE LOCATION: KENNETH L.EDWARDS 4 4 Town Hall Annex MARTIN H.SIDOR G 54375 State Route 25 GEORGE D. SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND OlyCOU�1 1 Southold, NY IY 1 1 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 19, 2006 Mr. Charles W. Southard, Jr. Registered Architect 440 Veterans Highway, Ste. 207 Holbrook, NY 11741 Re: Duck Walk Vineyards Site Plan Located on the n/s/o County Road approximately 546' w/o Maple Avenue in Southold SCTM#1000-75-2-2-b ¢2-7 Zoning Districts: A-C Agricultural-Conservation Dear Mr. Southard: The final public hearing regarding the maps for the above-referenced site plan has been scheduled for Monday, May 8, 2006, at 6:05 p.m. at the Southold Town Hall. Please refer to the enclosed copy of Chapter 58, Notice of Public Hearing, in regard to the Town's notification procedure for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex (god Floor, North Fork Bank). Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, May 5th. The sign needs to be returned to the Planning Board Office after the public hearing. If you have any questions regarding the above, please contact this office. Very truly yours, / Jerilyn B. Woodhouse Chairperson Encs. Southold Town Planning Board Notice to Adiacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-75-2-2.6 i D�.'l 3. That the property which is the subject of this application is located in the Agricultural Conservation District, Zone A-C; 4. That the application is for construction of a 7,600 sq. ft. vineyard building with 38 parking spaces provided as required and 31 additional overflow parking spaces in geoblock type on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. (2nd FI., North Fork Bank). Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, May 8, 2006 at 6:05 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in the Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner's Name(s): Duck Walk Vineyards/Merlot LLC Date: 4/19/06 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. noon, Fri.. 5/5/06 Re: Proposed Site Plan: Duck Walk Vineyards SCTM#: 1000-75-2-2.e.-t 1.'1 Date of Hearing: Monday. Mav 8. 2006 6:05 p.m MERLOT, LLC SITE PLAN FOR DUCK WALK VINEYARDS • 1000 -75 -2 -2 . 6 & 2 . 7 Proposal for a construction of a 7,600 sq . ft. vineyard building on a 30. 5 acres parcel in the A-C Zone. SON . - MAY 8 , 2006 - 6 : 05 P . M . 0 07 97 1(/ i2-O6-IFn //A 0 ", SE 9) 7x • E SEC.N0.069 0i 9U 1� 03 1.1 0,-0J-9B GP• f l.5dlc1„ YALCN _ _ 09-01-9 � x]a<mo _.__ _— z _. �_ Z _. �IJNE rt x _ •• v 1_oa zc__ o6-aR-cc LSA TOWN OF SOUTHULD = ' 10,-06-El l F o5':E L i aw,w'.: 16.1 = •• �6= P y5_TOO IBAAICI 22A a2 " •6 r 290P 1 06OJ 4� t - D S.OAOAICI 6 0 8 CHURCH OF THE { 9 OPEN OCOR I iB]Alcl -.°`S'. 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J ap s v 21Am( 0�-or � F0 'O/rrE t F ' ,t4' �M1 jAP N 1192,0 t1 — dW v o- 0° 0 5 BOABfl 2<rcJ I59AIcl +�( ➢� �I T� 6.5A 9.3 14 �I I X0091 O � I i_3B I,BA4 ro - 209AIU 'S q pc 22 9.2 o �2 � 6• / LSA(0) 3" ^i,L\ ': �PtM„ •n 10.1 m 27.2A(d ' SSpcJ k Y 9.1 10.6ALd S" 4� 't n z B z• 6 c� 1qP� •§ '4 44 Il i.iA(d 1 2'v 19SJ a.,a a / �Sq QQ. q eP f 1lP ?'B1 A a - �. 13 � s12.1 • "` ll13.4$ ro 13.3 R SLOP / ,a I1.] s b Ltd vdy � a � couviv OF vrFaX ^� me.ErmH(NT RcLTn yra. a qy pP i CW f.l lTl U X 18.6 EIL § TOWN OF SOUTHOLD i22A % y lElll.LNELI xGxrs' 1B.7 ,ry I /`" IBAA ,,1 Y ` k s' 1' t` 5 XSHIJ X 1W M1A a 15.81 ryc` 5QPyFx�p IW.1 1 ' UA ,o'J N X. �� 4 �• 95 O. roro 5 •0 M IOAA PCL.W FOR PCL.NO. FOR PCL.WCL . FOR P .NO. "pJJ SEE SEC.H0. `O Y� SEE SEC.NO. SEE SEC.NO. SEE SEG N0. SEE SEC.NO. S' Oi5-01-020.2 vy OA-02-002 075-02-008 015-02-009 015-02-ON9.4 yaJ —� ��• C 1.W41d �n rm rcL.W. LNE Sl SCE -LQ. u o)5-oN4ow.1 LIFLES E >w, ----- Nw .x w W --- �w .. — r— ,ter,, _ .— 6 S..N �, PTF:E6.,S PPITFPCTs COUNTY OF SUFFOLK © E SOUTHOLD E ^.nwr ra.w w.. —�— snmm.mAmgw 1211 --zcx— E, ILL aIFPT.s: NOTICE K na LINT C �, s,�(„ mx> O x.+.trl I. x.ro.wnxT sx. w1 i0Ms SECTION NO _ ___ am�rx — -- aW MWTEN E,.LTERIiM,6LLEUR o RedPropertyTaxyySe��rviceAgency Y N snsa i Yry ^^'--• Fm LY.Wi m im1Ye _� PXPF Y xIOPFm_ UENT x caWlTraxez uNTYJH cigWTEo p Y "°w`x Ow 069 wx oa.N w. a.. .`a G tan} Cen}WF River N Y tl9111 N ILL3R 6 D r�Mw 2J ow vw 12.1 Alm er 12.11 p.ymr tyr — ayq(quCf XSTEfr.Tfx nTNM.FiiEx PEPoISSM OF ilE 0. SfkF N FEEi:0. A /�/� tmw(u bm 1L3 AICI h9rw Swv 0.meY Urn P r, FELL PPOPEftiY lAX SFPNCE I6ENCY. $ P oq WTACT We ION L PROPERTY pM tR1YLR5pV OAtt: xr.w,vn J �J �pf SOUL 5G yy r�r Town Hall,53095 Main Road T Fax(631)765-9502 P.O. Box 1179 v' Telephone(631)765-1802 Southold,New York 11971-0959 o�y000M'1 N BUILDING DEPARTMENT TOWN OF SOUTHOLD LA� MEMORANDUMTO: Jerilyn B. Woodhouse, Planning Board Chairperson FROM: Michael J. Verity, Chief Building Inspector DATE: April 17, 2006 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Duck Walk (Merlot LLC) Location: Main Road, Southold SCTM# 1000— Section 75- Block 2—Lot 2 Date: October 25, 2005 Revised Date: March 2, 2006 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 45 AND 100 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Winery IS/ARE A PERMITTED USE IN THIS AA=C DISTRICT AND IS SO CERTIFIED. Michael J. Ven Chief Building Inspector kOUNTY OF SUFFOLP r+. STEVE LEVY .. SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING 1`HOm9S*A• s6Es,A.I.C.P. DIRECT<),, OF PLANNING April 11, 2006, Ms. Jerilyn B. Woodhouse n 6 Planning Board Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Site Plan for Duck Walk Vineyards S.C.T.M. #: 1000-751+2-2.6 Suffolk County Planning Commission File#: LS-G-2002 Dear Ms. Woodhouse: Your notification for SEQRA coordination for the above referenced action was received by our agency on March 23, 2006. The Suffolk County Planning Commission is an interested agency and hence has no objection to the Town of Southold assuming Lead Agency status for the above referenced action.The Suffolk County Planning Commission reserves the right to comment on this proposed action in the future and wants to be kept informed of all actions taken pursuant to SEQRA and to be provided with copies of all future EAFs, DEISs and FEISs. Please note that prior to final approval, this site plan should be referred to the Suffolk County Planning Commission for review because the property is adjacent to State Route 25. We have no additional comments on the proposal at the present time. Sincerely, Peter K. Lambert Principal Planner cc: Andrew Freleng, Chief Planner M:\SEQRA\2006\Southold\Duck Walk Vineyards.doc LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.O. BOX 6100 (631)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 fax(631)853-4044 MAILING ADDRESS: PLANNING BOARD MEMBEO P.O. Box 1179 JERILYN B.WOODHOUSE so Southold, NY 11971 Chair �O OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G C 54375 State Route 25 GEORGE D.SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND OCo Nv'�^� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD To: James Richter,Town Engineer Michael Verity, Grief Building Inspector From Amy Ford, SeniorPlanner4F: Date: 17 April 2006 Re: Duck Walk Vineyards Route 25,Southold SC"IM k 1000-75-2-2 In reference to the above, attached you will find a revised site plan last revised March 2, 2006 by Charles W. Southard,Jr. Please review for comments,concerns and certification. The enclosed site plan is for your review and records and does not need to be returned to the Planning Board. Thank you in advance. Cc: File Enc: 1 site plan prepared by Charles W. Southard,Jr. dated October 25, 2005 and last revised March 2, 2006. x04/1:::' 0D° .._:.. 5.0 1 '1:_9 PA9E 0 • • s' � Charles W. Southard Jr. REGISTERED ARCHNECr 4400 Veterans Highway Suite#207 Holbrook,New York 11741 Phone(631)471-5228 Fax (631)471-5229 Ta" Planning Soa:d Office Attn: Bruno Semon Town of Southold Soutbhold, New York 11971 Fax: (631)7653136 Data: April 12, 2006 Phone. (631)765-1936 Pages; (7) plus cover Re: Duck Walk Winery From: Charles W. Southard SCTNik 11000-7-5-2-2.6, 21 ❑ Urgent ❑ For Review ❑ Please Comment X Please Reply • Comments Bruno, Please find attached the following Agencies'Approval, for the New Duck Welk Winery. A SEQRA from you department is needed for the final SCHD Approval can be issued. Please inform us of the date of the hearing for our Site Plan Approval. Your quick response is greatly appreciated. Thank you, Chuck 4 E C E W E nil APR 1 3 2006 PAGE 02 • Charles W. Southard Jr. REGISTERED ARCHITECT 4400 Veterans Hpghway Suite#207 Holbrook. New York 11741 Phone (631) 471-5228 Fax (631) 471-5224 s wiransnunal To: Town of Southold Planning Department Q Address; Town hall Annex P.0 Box 1179` APR 3 54375 State Route 25 2006 Southold,New York 11971 Attn: Bruno Semon b Play� wn � Date; April 12., 2006 f pard Re: Proposed Winery for "Duck Walk",v Mz;MAd"South�ld S(-TM#1006-75-2-2 Attwftrtert : I. (1)Copy of NYSDEC Letter of Non-Juris3iction-Freshwater Wetlands Act 2. (1)Copy of Suffolk County Health Dept -Notice of Incomplete Application- Commercial; (SEQRA needs to be Issued for final approval) 3. (1) Copy of NYSDOT Highway Work Permit#10-05-0642; (2 sheets) 4. (1)Copy of NYSDOT letter for amending the above mentioned permit; (2 sheets) k PAGE 03 New York State DeRtment of Environmental Consfation ivision of Environmental Permits, Region OneAM ulld!ng 40- SUNY, Stony Brook,New York 11790.2356 AM 0hone: (631)444-0365 • FAX: (631)444.0360 Website: www.dec.ste.te.ny.us 1: Denise M•Shechar Latter of NonJurisdiction - Freshwater Wetlands Act Conunissioner April 6, 2006 lir. Herodetus Darnianos $91-A Bicycle Path Port Jefferson Station, New York 11775 As, 1.4738-03672100001 Route 25, 200'Wo Maple Avenue Southold. New York 11971 Pear Mr.Damianos: i Based on the information you have submitted, the New York State Department of Environmentai Conservation has determined that: The parcel of property located at Route 25, 200'west of Maple Avenue, Southold NY (SC7M# 1000- t,5-2.2.5)) as shown on the survey by John C. Ehlers dated June 9, 2004, last revised November 17, 2005 is located more than 100 feet from regulated freshwater wetlands. 'herefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental d,onservatior Law), lie advised, that all construction, clearing, andior ground disturbance must remain more than 100 feet ftom the freshwater wetland boundary in addition, any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are gontemplated. FO,lease be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. f: Very truly yours, Roger ens Permit ns at: SCHimep Charles Southard Jr. ji ,4'12120_1c '_S.1`.- 52,'_��. ._ - FH3E 94- .w;raw�'i.VO`1 Y.N' afA ,:�,I�SS nwcrc..inrry i�a.ir• pM:F Hi &RMX COUM T DSPARINII;rTf OF M AUR SSMC M UPM(M OF WASTE WA'119R MAMA[iMMW 360 Y'APIIANK AVWHM Y fM 2C YAp.9ANB,NBWYMK 11980 Doom 4 (63 1)8.11-M ewu 4 If M077CE OV MMMPLETE APPUCAMN—COAL Tq OwrlP. sat d,jr.,IUAC PnOJEGT N1AMat'Dock Wkk 1NMWy , 440D Vaaeare fiepiweay Pike 207 REFEPJDWZ N''O.:CID-05-0020 -N—Okn-o k-XT 11741 SCTM NO.; 1000-75.2-7 X " e6mbsIoa Q6r &a rali rnc*d prqea has bora rwwmec 7bla drat wM reywirc alta Moving for AppNoaliae im lapel pa Dataram - Fee s due Ardde 6(sabdlvlal(e)Approval oatloa - Town Waft Qeday ApptuvW alAariaedr Pamrt er W%iM-NYSDBC bvTn [❑Pa"m cmw Appro'vta own/ Ilaw T.omob Latta ❑SCDPW Appm W Ctwamaa for. Review Board Dsoolmina m tits APPOoatiw tam CiP-v9 al H P.6./K.A.Cwtwm=hm of Emwbmg Sunuwy S.ym= w wow Atat Ymv 0 Callum afAuftb Rom or DncLuem i waaxaodSewarA lettcs wm 7Tau 8CMSY Taos,blap Nwsbara Drrts®y/,� cimp to Cmw suedmbov/laym of Sewage sywem Dow Rneolle of$ailafih/Od reuk ofsowascavage SYvtem InvaR Blovatl®a 96 Baprmita Ata ibr Laac6iag Poolssage WaOara wi�ln 300 saw and Soweat ComrArra(S&aaiwao wrtl DetatEs and I optionweibandsawr0eHto/t7eW,6 Loewlru of Waaa Supply gyarem (a a p.oity Hat faro ah,none) ❑sx;e[iug 13mldirg Seuagelwater Symm f o (8) � sort of Design Pro�trimvi [❑J t, .7Aroa f for Dcpatntom Appal,W fJ'w PrWW door not wafbrm ao NMUMMot Stando da, See prmmdy ecce Naioe ofNga-Coatbrmaaea. CC: fl, Mari591A S LLC 591A REVVUT Vffi BY: 4'. $iryaN Path �v"J.Paldma4 P,B. PW JalfMM Serdon,NY 11776 FAT ApApril 12,20-6 7 y fD4/1210.i� i5 7.t m DERV,X42 i2rosl � -)P ^1r_W YORK DEPARTMENT OF TRANSF TION' HIGHWAY WORK PERMIT 10-05-0642 ntmd Fee W' 800.00 Permit No . a i 0 6 4 2 Irrsurage Fee' S 0.00P-o'.ee Identification No Total R;Ieceivedl, ? 9120.00 10/01/2006 Chrl H or MX) No. 484 =xpiration Late: 8229 PERM 17 oil file / / SH No- 0.00 Dapoail Rec. for$ Cl',ock or M O. No.: DF tell 0.00 'PenlKhee FjC EN'j',p.MSM INC.Eshrna!ed Cost oi'Nork Pvliormed in int,Strafe F.!,ght-of-VVey$ 70019533 B BLUFF CIRCLE; cAlargeabte to Bond No. g 10600.00} HAUPPAAIGE, NY 11738 or Unoertaking on File, 8tt: t3:?IIm, ;Aodress Ir.om p;ete iF difiaranf from above] Return of Deposit Phalle Payable to I;--rnpltiN if drtfnrenf from:Pea"tree) r r Unclethe provlslons of the High.vay law or VehiCle.&Treff;C Law. permis5ion is hereby graraed to the penrInee hY onstrutt i parmawtiy aalntiin subdialstat street acteAson the P.Wo Ktib biweeil 491636-1691 6 other Liciduttal v � rk per att.rlans 6 spool. bit usrB slat to satisfaction of the Af. All uorl sloe done in occardanaa vith approved A ilane or ABBE• APT ;the re"oaslbaity of rile pernittet until conple'ion at a!1 ww,, >ta. . I THE ERMII TEE 18 RESPONSISI-E FOR THE:MAINTENANCE AND PROTECTION OF 1 RAF FIC.A.NYONE'NORKING:N THE STATE HIG JAY RIGHT-OF--WAY IS RECD RED TC AfEAR HIGH V!SIBILI"TY APPAREL lORANGEME.LOW)AND A HARD HAT Stiff 6iA SOdTNble :S Courf i,- Municipellty - Route#as eek forth and rearasented .n the attached appli,�eticn at the particular location or area or wor the -cures as stated therein, it required,ano purs ntto the conditions and regula/ions genera' jr special.and methodsof pe farming work,if any.all of wh•'oh are set forth In the app i'atl: aril'ii,rrr of this permiit. NAU➢YAU6E, G.Y. ted at: BtJtRlt66S CommiseionerofTrans, ,alien D 'te Signed. EURWE SNITS By, r. r y- — ----- IMPORTANT THIS ERMIT,WITH APPLICAPON AND DRAWING(OR OPIES THEREOF)ATTACHED SHALL 6E CEU IN TIFF:HAND OI TRACTOR BEFORE ANY WOR BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SfTEDURING CONSTRUCTION. tlEFIE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY THE RESIDENT ENGINEER, t. KEVIN AATTHAEI !966 wilry Re 36e ttsi)12T-)1e1 RIVERHEAD, NEN YORA 11961 UPOtt.COMPLETION Of`NORK AUTHORIZED,I-HE POLLLCWING WILL BE COMPLETED,SIGNED BY THE PERMITTEE AND DELIVERED TO THE RESIDENT ENGINEER LVvVC48uthortaed by this permit has been corepiefPr,. Refund of deposit or return/release of band is requested. A t CAT'c' .--m PERMITTEE — —_—_ /yr'lHUR,Ghb aGCNT rat 0.n 1 Wort';authorkted by this permit has been sribsfactony oempleted and is accepted. Reverse side of this form must be completed. Rotund of Cepost is authorized Reiturr of Stood is authorized U manirg address of refund has been verihel Amount charged op first t3or.d may be.released Retain Band fur future Permits ',f drferer,,fist new address below. Forfeit of Guarantee Ocpoad is uuthohzFd 7 Other �.— t DATE EESIDENT ENGINEER The tonal trtYica %ld fora.,ara this`orm to bile Main J(flde W17h tits appropriate bcx otwcked Permit c toted bond reh:r;-�ydrrelsa=aC Refund bt Gua*ntee Deposit on Utas f)arrpit is authorized Forfeit Gua,an'ae L*vsit to NY$DOT (-)that A'c___.._�. PE--,t NALT RAF F C 6N(,INEEF 1 he�suirg aethontv rseiva s the N ;uSpend or rnvoko thlc permit at Its OjSCreli❑r a ttearinrp x the necessity of showing cause, e^ffl�"tetCR-ur durigg the npera un non gd The kermittes will cause an eppfnvPd enpy,_.f tilt'epplirwion to be and ?main attachnd horeta uritl EIR work under the permit is satisfactorily comOetad,Inroc.rardiarcc-with the term$of tris attached appiicafwn.All damaged or disturbed area,resulting from work performed pursuant d this goirlil wiil Ge rIpairec to.he SailSfaction pf the Uepaiinle:,nt of Transportation. Upon completion of the work within the state highway right-of-way authorized by the work permit,the person,firm,corporation, rnunfelpality,or stalk. department or agency, and his or Its successors in interest, $halt ce responsible for the maintenance and repal of$ ch work or pcviion of such work as set forth within the terms and conditions of the work permit. PwrE 05 - :r" 11-' V .L.I f. J PROVIDE 2- 8 :,EE, 01A. POOLS STORM WATGR LrAGHIN6 LA9 !{ M414.'OwAT GATGH 5A51N M.IZW`a' w L - •�YIYMD.wA e � 7C—ML2 ,,pin n •*w.. w. CLCAM bhuCf �mCClr i b`S. no�w.rerew EIE I Nom......,, i NEV YORK � r' M STATE Fes` y; 1 �' DEPT .OF TRA 1. �, . I j SITE PLAN 'APPROVAL ti FATE: !J . TYPE A 1 r"Em ObO42901 HOTP-Otm @W OF GUFB um A91itYluS e>QiTIUH cutis �" I: "'+a.`a«° roe.moi«w 3HAL ft fEAhM1'Fl7 NCI M 70 ZCKO hY'IOMT a his TN9 A5T�O FEET AT 6OCATIP'i4 FA[.ludr TRAF�C. Al r Ya�IWw tivY.�wauyY Mw IW Ny Wy�ps•.eesmw�W s W`w i w.[Ib Iw W YIWIy SINN T��Mf.W.WwYIY�A IWiA�bN � !FI/.]Yvwhal� InY �u b W N'a Iw Mw W NM YMM'YI. ° .e.��EW I JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN SN.Y.S. LIC. NO. 50202 au-c%soc�� STREET 05 ft"mT1TT AT T.r cr v r nn+ PA5E 07 OF OF TPAM5F-CRTPTIQN REGION TEN ,:50 ' ETERANS NIENInPIAL HIGHWAI' -iAUPFAJGE, NEW YORK I I-iki8 ny,WS SUS MAL FE TV IMA5 MA01501,1, JR. R M,q 15510 N e P. April 5, 2006 Ms- Teresa Madarasz Cranes Southard Jr. Registered Architect 4400 Veterans Memorial Highway, Suite#207 Holbrook,New York 11741 Your March 17, 2006 Submission Duck Walk Vineva-ds,formorly Merlot,-ULC Site Plans Last Revised 11/29/05 Route 25, Southold SCTIMO 1000-75-2-2 Our Case No. 04-220P Highway Work Permit#10-05-0642 Dear Mg. Mzdarasz This is in regard to the site plans for the referenced project,which were submitted to U5 for review and comment due to the proposed plan changes from the plans originally approved by us and issued with the subject Highway Work permit. In order for Lis to consider amending the subject Highway Work Permit that was issued for this site the following changes shall be made to the plans that you submitted: i The driveway grades appear to show that site runoff will not be contained on site.The approved Plans issued with the Highway Work Permit satisfactorily addressed this issue. Please either show that the driveway will be graded to contain all on site runoff or show the proposed collection and containment system(with supporting calculations)that will be sufficient to contain all site generated runoff. 2. The internal traffic circulation has the potential to cause Vehicle queuing that could impact Route 25.The approved plans issued with the Highway Work Permit showed one entrance. This submitted plan shows two (2)entrances. We recommend that the north entrance be signed and designed for one way ingress with the south entrance signed and designed for one way egress. Internal traffic control should assign right of way to all emering vehicles. D13.Teresa Madzrat,z April 5. .2006 Page 2 3. Please revise the plans to show the proposed interiar curb terminating to zero reveal at the right-of-way line as we previously requested and approved, 4- All details and notes frorn the, plan that was approved and attached to the issued Highway Work Fe:-=,t, 10-M 0642, shall be included and shown on these plans. We recommend that you roview the previously approved Plans with the permittee and include all items that were approved. Please submit three (3) sets of revised plans for our review. r Review of the subject rn,ateiial is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952.7973 if you have any questions regarding this matter. Please send all correspondence to his attention, Kindlyrefer to the subject case number, Highway work Permit number and County tax map number in all correspondence. Thank you for your cooperation concetninti this matter. Very tr yours, .?'sIiAIIC A, SAAR, P,E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms.Jerilyn Woodhouse, Planning Board Chairperson,Tcwn of Southold Mr. Bruno Semon, Senior Site Plan Reviewer,Town of Southold SAS NM W:SME, • � 1�h �S r� STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHW HAU PPAU GE, NEW YORK 1 178 ��_. www.dot.state.ny.us rr�� /� pppp 9Q `r`���� SUBIMAL CHAKRABORTI, P.E. �T raym fp ipNlpplyyy Nlt%R •n REGIONAL DIRECTOR Ctt�10M MI S51110N000E444444�������`� April 5, 2006 'L r Ms. Teresa Madarasz ;; Charles W. Southard Jr. F+ Registered Architect _ 4400 Veterans Memorial Highway, Suite#207 Holbrook, New York 11741 Your March 17, 2006 Submission Duck Walk Vineyards,formerly Merlot. LLC Site Plans Last Revised 11/29/05 Route 25, Southold SCTM# 1000-75-2-2 Our Case No. 04-220P Highway Work Permit#10-05-0642 Dear Ms. Madarasz: This is in regard to the site plans for the referenced project, which were submitted to us for review and comment due to the proposed plan changes from the plans originally approved by us and issued with the subject Highway Work Permit. In order for us to consider amending the subject Highway Work Permit that was issued for this site the following changes shall be made to the plans that you submitted: 1. The driveway grades appear to show that site runoff will not be contained on site. The approved plans issued with the Highway Work Permit satisfactorily addressed this issue. Please either show that the driveway will be graded to contain all on site runoff or show the proposed collection and containment system (with supporting calculations) that will be sufficient to contain all site generated runoff. 2. The internal traffic circulation has the potential to cause vehicle queuing that could impact Route 25. The approved plans issued with the Highway Work Permit showed one entrance. This submitted plan shows two (2) entrances. We recommend that the north entrance be signed and designed for one way ingress with the south entrance signed and designed for one way egress. Internal traffic control should assign right of way to all entering vehicles. Ms.Teresa Madarasz April 5,2006 Page 2 3. Please revise the plans to show the proposed interior curb terminating to zero reveal at the right-of-way line as we previously requested and approved. 4. All details and notes from the plan that was approved and attached to the issued Highway Work Permit, 10-05-0642, shall be included and shown on these plans. We recommend that you review the previously approved plans with the permittee and include all items that were approved. Please submit three (3) sets of revised plans for our review. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number, Highway work Permit number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold V/ Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MDW:SME r MAILING ADDRESS: PLANNING BOARD MEMBEO . P.O. Box 1179 JERILYN B.WOODHOUSE so yolo Southold, NY 11971 Chair V` OFFICE LOCATION: KENNETH L. EDWARDS # Town Hall Annex MARTIN H.SIDOR N 54375 State Route 25 GEORGE D. SOLOMON �O (cor. Main Rd. & Youngs Ave.) JOSEPH L. TOWNSEND CpUNT1 Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE April 11, 2006 TOWN OF SOUTHOLD Charles W. Southard Charles W. Southard Jr. Architects 4400 Veterans Memorial Highway, Suite #207 Holbrook, New York 11741 Re: Proposed Site Plan for Duck Walk Vineyards 12/05 Located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7 Zone: AG, Agricultural Dear Mr. Southard: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 10, 2006: WHEREAS, the applicant proposes a site plan for construction of a 7,600 sq, ft. vineyard building with 38 parking spaces provided as required and 31 additional overflow parking spaces in geoblock type on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7; and WHEREAS, Merlot LLC, is the owner of the property located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold; and WHEREAS, on December 12, 2005, Charles W. Southard, the agent, submitted a formal site plan application for approval; and WHEREAS, on March 13, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617.7, initiated the SEQR lead agency coordination process for this unlisted action; and WHEREAS, on March 22, 2006, the Suffolk County Water Authority responded with no objection to the Town of Southold Planning Board assuming Lead Agency for the above referenced project. The following water conservation measures were recommended by the SCWA: 1. Permitting the irrigation of only 15% of the area of any single lot. 2. Requiring the use of low flow plumbing fixtures in accordance with the latest codes. 3. Adopting methods to reduce the potential of degraded water from recharging to the aquifer. This could include limits on the amount of fertilizer dependent vegetation maintained on a lot. Duck Walk Vineyards Page Two April 11, 2006 WHEREAS, on March 24, 2006, the New York State Department of Environmental Conservation responded with no objection to the Town of Southold Planning Board assuming Lead Agency for the above referenced project; be it therefore, RESOLVED that, on April 10, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board establishes itself as lead agency, and as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the above, please contact this office. Very truly yours, c_ Jerilyn B. Woodhouse Chairperson Enc. cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Town Board of Trustees Southold Town Engineer Southold Town Solid Waste District Suffolk County Department of Health Services NYSDEC - Stony Brook New York State Department of Transportation Suffolk County Water Authority Suffolk County Planning Department • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE �OF sobjyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR rn 54375 State Route 25 GEORGE D. SOLOMON Q JOSEPH L. TOWNSEND '� �� (cor. Main Rd. &Youngs Ave.) �ly��UNTV N Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant April 10, 2006 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 7 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed Amended Site Plan for Duck Walk Vineyards SCTM#: SCTM # 1000-75-2-2.6 & 2.7 Zones: A-C District Location: n/s/o NYS Rd. 25 approximately 546' w/o of Maple Ave. in Southold SEQR Status: Unlisted Conditioned Negative Declaration: No (X) Description of Action: This site plan is for the construction of a 7,600 sq. ft. vineyard building with 38 parking spaces provided as required and 31 additional overflow parking spaces in geoblock type on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Rd. 25 approximately 546' w/o of Maple Ave. in Southold. SCTM# 1000-75-2-2.6 & 2.7. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the following: No major change in the use of either the quantity or type of energy will occur. No creation of a hazard to human health is expected to occur. The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic or noise levels; no substantial increase in solid waste production, potential for erosion, flooding, leaching or drainage problems will occur as a result of this action. On March 22, 2006 the Suffolk County Water Authority responded with no objection to the Town of Southold Planning Board assuming Lead Agency for the above referenced project. The following water conservation measures were recommended by the SCWA: 1. Permitting the irrigation of only 15% of the area of any single lot. 2. Requiring the use of low flow plumbing fixtures in accordance with the latest code. 3. Adopting methods to reduce the potential of degraded water from recharging to the aquifer. This could include limits on the amount of fertilizer dependent vegetation maintained on a lot. On March 24, 2006 the New York State Department of Environmental Conservation responded with no objection to the Town of Southold Planning Board assuming Lead Agency for the above referenced project. No significant removal or destruction of large quantities or destruction of large quantities of vegetation; no substantial interference with the movement or any resident or migratory fish or wildlife species; no significant impacts on a significant habitat area; no substantial adverse impacts on a threatened or endangered species of animal or plant, or the habitat of such a species; no other significant adverse impacts to natural resources will occur. The proposed action is not in material conflict with a community's current plans or goals as officially approved or adopted. The proposed action will not impair the character or quality of important historical, archaeological, architectural, or aesthetic resources of existing community or neighborhood character. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. There has not been any correspondence received from the Southold Town Zoning Board of Appeals, Southold Town Building Department, Southold Town Board, Southold Town Board of Trustees, Southold Town Engineer, Southold Town Solid Waste District, Suffolk County Department of Health Services, Suffolk County Department of Planning or the Suffolk County Department of Public Works in the allotted time. Therefore, it is assumed that there are no comments or objections from these agencies. For Further Information: Contact Person: Amy Ford, Senior Planner Address: Planning Board Telephone Number: (631) 765-1938 enc. Resolution cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Town Board of Trustees Southold Town Engineer Southold Town Solid Waste District Suffolk County Department of Health Services NYSDEC - Stony Brook New York State Department of Transportation Suffolk County Water Authority Suffolk County Planning Department 2 04/04� 2006 16;66 =_6 a PAGE 02 ST } 1J A Charles W. Southard Jr. REGN EREDARGMFLT 4400 Veterans Highway Suite 4207 Holbrook,New York 11741 Phone (631)471-5228 Fax (631)471-5229 i, April 4, 2006 fPlanning Board Office Town of Southold Southhold, New York 11971 4, Attn: Bruno Semon RE: Proposed Winery for "Duck Walk"@ Main Road, Southold SCTM#1000-75-2-2.6 &2.7 Dear Mr. Semon, On April 6, 2006 stripping of topsoil from the area of the future tasting room will, begin. The excess topsoil will be distributed on the ground on the approximately (10) acres of land directly to the north of the proposed winery building. This will be done to increase the amount of topsoil for the use of the grape vines. This must be started now in order to complete the preparation of the soil for the planting of the vines hich will begin on or about April 24,2006. The ill o ditional work at this time. me -g C. . Southard Jr. Registered Architect 7 2 i h11. APR - i 1 PAS 01 • Charles W. Soudiard Jr. RE(iiSTERED ARcmEcr 4400 Veterans Highway Suite#207 Holbrook,New York 11741 Phone(631)471-5226 Fax (631)471.5229 To: planning Board office Attn: Bruno Semon Town of Southold Southhold,New York 11971 Fam (631) 765-3136 Dole: April 4, 2006 Phone: (631)7651938 Page■: (1)plus cover Ret Duck Walk Winery From. Charles W. Southard SCTMN 1000-75-2-2.6, 27 17 UMenl X For Review d Please Comment O Please Reply • Comments Soil Stripping New York State Department of Environmental Conservation ✓C_ Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0403 FAX: (631)444-0360 - Denise M.Sheehan Commissioner LEAD AGENCY COORDINATION RESPONSE March 24, 2006 Bruno Semon Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 Re: LEAD AGENCY COORDINATION REQUEST ' hgAR 2 E 2006 Proposed Site Plan for Duck Walk Vineyards 12/05 1 Southold, NY 11971 SCTM# 1000-75-02- 2.6 & 2.7 i P annin Board Dear Mr. Semon: 4 ��y „ x •- —`.." .'i This letter is in response to your Lead Agency Coordination Request of August 18, 2004 regarding lead agency coordination forthe above project pursuantto the State Environmental Quality Review Act(SEQRA)of the Environmental Conservation Law and it's implementing regulations (6NYCRR Part 617). This Department has no objection to the Town of Southold Planning Board Office assuming lead agency status for this action. Please send your SEQRA determination to my attention at the address shown above. Please advise the applicant that if the proposed project is located within 300 feet of tidal wetlands or within 100 feet of regulated freshwater wetlands, a permit is required from this Department. If you have any questions, please call me at 631-444-0403. Sin rely, Sherri Aicher Environmental Analyst � le"F T� STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAU 1YEW owvv tlot! te.ny.YORKus l SUBIMAL, CHAKRABORTI, P.E. r � gL :D. MADISON, JR. REGIONAL. DIRECTOR D `YI � �+71SSION ER March 22, 2006 MAR 2 7 2006 Ms. Teresa Madarasz I Charles W. Southard Jr. Southold Town Registered Architect Planning Board ! 4400 Veterans Memorial Highway, Suite Holbrook, New York 11741 Your March 17, 2006 Submission Duck Walk Vineyards, formerly Merlot,LLC Site Plans Last Revised 11/29/05 Route 25, Southold SCTM# 1000-75-2-2 Our Case No. 04-220P Highway Work Permit#10-05-0642 Dear Ms. Madarasz: This is in regard to the site plans for the referenced project, which were submitted to us for review and comment due to the proposed plan changes from the plans originally approved by us and issued with the subject Highway Work Permit. We are in the process of reviewing your submission. When our review is complete, we will notify you by letter and provide you with comments concerning_ this matter. Until such time as we have issued an approval of any of the requested changes, work within the State highway right-of-way (ROW) should not commence. The permittee should also be aware that on site work, that could impact the State highway ROW, may be subject to changes. We suggest that any on site work that is currently progressing be of a temporary nature until we approve modified plans for this Highway Work Permit. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. 0 0 Thank you for your cooperation concerning this matter. 16","+11timasBy Si oik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold JMr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MDW:SME �3S �1r SUFFOLK COUNTY WATER AUTHORITY 40 Timothy J. Hopkins Administrative Offices: 4060 Sunrise Highway, Oakdale, NY 11769-0901 General Counsel (631)563-0236 Fax(631) 563-0370 March 22, 2006 Ms. Jerilyn B. Woodhouse, Chairperson MAR 2 4 2006 Planning Board Office Town of Southold P.O. Box 1179 Southold, NY 11971 Re: SEQRA - Duck Walk Vineyards, SCTM# 1000-75-2-2.6 &2.7 Dear Ms. Woodhouse: Your notification for SEQR Coordination was received and reviewed by our agency. Please be advised that our agency,the Suffolk County Water Authority,has no objection to the Town of Southold's Planning Board assuming Lead Agency status for the project captioned above. In the SCWA review of this project as submitted,our agency found no appreciable impacts on groundwater quality that would affect our operations. However,in keeping with the SCWA's mission ofprotecting and conserving the Town ofSouthold's water supply and to reiterate the findings of the environmental review for the SCWA's Water Supply Plan,the SCWA encourages the proposed project to incorporate the following conditions: 1. Permitting the irrigation of only 15%of the area of any single lot. 2. Requiring the use of low flow plumbing fixtures in accordance with the latest codes. 3. Adopting methods to reduce the potential of degraded water from recharging to the acquifer. This could include limits on the amount of fertilizer dependent vegetation maintained on a lot. Page Two March 22, 2006 In addition,consistent with its Findings Statement,SCWA encourages the Town to impose appropriate conditions on the project to reduce the potential impact this project will have on the water resources of the Town of Southold. These conditions could be memorialized in the form of Covenants and Restrictions on the project that are recorded with the Suffolk County Clerk. In the future,kindly forward all SEQRA coordination applications,EAF's,DEIS's and FEIS's to my attention at 4060 Sunrise Highway, Oakdale, NY 11769 Thank you. Very truly yours, mberly Kenn y Assistant to General Counsel gas v PLANNING BOARD MEMBEi MAILING ADDRESS: JERILYN B.WOODHOUSE QF SQU P.O. Box 11791� TyOIO Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS # Town Hall Annex MARTIN H. SIDOR r/a 54375 State Route 25 GEORGE D. SOLOMON JOSEPH L. TOWNSEND '� �� (cor. Main Rd. &Youngs Ave.) ly00um Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 14, 2006 Mr. Charles W. Southard, Jr. 4400 Veterans Hwy., Suite 207 Holbrook, NY 11741 Re: Proposed Site Plan for Duck Walk Vineyards 12/05 Located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7 Zone: AG, Agricultural Dear Mr. Southard: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, March 13, 2006: WHEREAS, the applicant proposes a site plan for construction of a 7,600 sq. ft. vineyard building with 38 parking spaces provided as required and 31 additional overflow parking spaces in geoblock type on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7; and WHEREAS, on December 12, 2005, a formal site plan application was submitted for approval; be it therefore RESOLVED, that the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiates the SEQR lead agency coordination process for this unlisted action. Duck Walk Vineyard Page Two March 14 2006 E V..... i If you have any questions regarding the above, please contact this office. Very truly yours, / Jerilyn B. Woodhouse Chairperson Enc. cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Town Board of Trustees Southold Town Engineer Southold Town Solid Waste District Suffolk County Department of Health Services NYSDEC - Stony Brook New York State Department of Transportation Suffolk County Water Authority Suffolk County Planning Department r 0Ar Ea rI P K'P MAILING ADDRESS: t PLANNING BOARD MEMBERS* P.O. Box 1179 JERILYN B.WOODHOUSE �p��OF soU21, Southold, NY 11971 Chairre OFFICE LOCATION: KENNETH L.EDWARDS # * Town Hall Annex MARTIN H. SIDOR Q 54375 State Route 25 GEORGE D. SOLOMON p (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Oln COUIY 1 I ^�� Southold, NY fY11 f•'- Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE March 14, 2006 TOWN OF SOUTHOLD Re: Lead Agency Coordination Request Dear Reviewer: The purpose of this request is to determine under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617 the following: 1. Your jurisdiction in the action described below; 2. Your interest in assuming the responsibilities of lead agency; and 3. Issues of concern which you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form (EAF) to assist you in your response. Project Name: Proposed Site Plan for Duck Walk Vineyards 12/05 Located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7 Zone: AG, Agricultural Requested Action: The proposed action involves a site plan for construction of a 7,600 sq. ft. vineyard building with 38 parking spaces provided as required and 31 additional overflow parking spaces in geoblock type on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7 SEQRA Classification: ( ) Type I ( x ) Unlisted Contact Person: Bruno Semon, Senior Site Plan Reviewer (631) 765-1938 f Duck Walk Vineyards . Lead Agency Coordination Request Page 2 The lead agency will determine the need for an environmental impact statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. Planning Board Position: ( x ) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Enclosed is the Full Environmental Assessment Form Part 1. Please feel free to contact this office for further information. Very truly yours, erilyn B. Woodhouse Chairperson cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Town Board of Trustees Southold Town Engineer Southold Town Solid Waste District Suffolk County Department of Health Services * NYSDEC - Stony Brook * New York State Department of Transportation Suffolk County Water Authority Suffolk County Planning Department *Maps are enclosed for your review r� Charles W. Southard Jr. REGISTERED ARCHITECT 4400 Veterans Highway Suite #207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 • Transmittal To: Town of Southold Planning Department Address: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, New York 11971 Attn: Bruno Semon Date: March 7, 2006 Re: Proposed Winery for "Duck Walk"@ Main Road, Southold SCTM#1000-75-2-2 Attachments: 1. (1) Letter from SC Real Property 2. (3) Sets of Building Plan 3. (1) Approved DOT Plan and Letter _D L 2006 .J un Mar 03 06 03: 25p Aar Vineyard 169 331 -7317 p, 2 MqR-03-2006 1502 SC Real Property 631 852 1566 P.01/02 COUNTY OF SUFFOLK ID STEVE LEVY SUFFOLK COUNTY EXECUTIVE REAL PROPERTY TAX SERVICE AGSM.-Y PEm+Y WELLS LAVALLE,MAX,COM,CCD,DmECTOR March 3,2006 Merlot LLC 591-A Bicycle Path Port Jefferson Station,N.Y. 11776 Re: 1000-075-02-002.006 and 002.007 Dear Kathy: Please be advised that tax map plvicel 1000-075-02-002.005 was apportioned into two new parcels at the request of the Town of Southold Assessor. The two new parcel numbers are 1000- 075-02-002.006 and 002.007. The building parcel having an area of 2.1 acres has been assigned number 002.007. 1 am attaching a portion of the tax map for your reference. If you require After assistance,please call me at 852-1558. ceXely: tGates Map drafter III 3"Cour Orlve I W#Fbmd.Now Yank A 1"143le rave (631) 852-IM Fe: (631) 892.1966 E-M6a pewYw'eU416n1k®eo.eortollurAe Mar 03 06 03: 25p Pear Vineyard (60331 -7317 p. 3 MRR-03-2006 15:03 SC: Real Property 631 852 1566 P.02i02 b k w 260 a � 14) 2.4 1.8A 2.6 28.4A o, w k 2.3 1.8A w Ss 'rhe e 4r c� .2, z = ca � ro 2.2 N 1.BA 3 265 }2S 29Jed S C !. 9icJ 17.2 ,63 r V 2.1 S 17.1 Sc to J z+lcln4 10a ] t0! # 1.8A 123 67 m a s 125 17 Y M C ]' 1w as 4] ,.4 s rC�, 1 2.7 2-IA S g s re is ' 18 r 3.1 v 4.1 tel 2ss o ,as 5 � � 11 y 12 13 N 19 RD. a4 37 105 40 125 ,0, = 220 Iso ,,,, __ S.R. 25 s54 rs;c•, TOTAL P.02 PERM 42(2/05) STAOF NEW YORK DEPARTMENT OF TRANSPO I ION HIGHWAY WORK PERMIT 10-05-0642 Permit Fee: $ 900.00 10-05- 0 6 4 2 Insurance Fee: $ 0.00 Permit No.: Total Received: $ 900.00 Project Identification No.: 10/01/2006Chea or M.O. No.: 484 Expiration Date: 8229 PERM 17 on file SH No.: 000 Deposit Rec.for$ Check or M.O.No.: 'Permittee: Dated:;; 0.00 E'l'1'1'F&zRISES INC Estimated Cost of Work Performed in the State Right-of-Way$ 8 BLUET CIRCLE Chargeable to Bond No.: 70019533 HAUPPAUGE, NY 11788 or Undertaking on File: ($ 10000'00) attc Billing Address: (complete if different from above) Return of Deposit Made Payable to: (complete if different from Permittee) Under the provisions of the Highway Law or Vehicle&Traffic Law, permission is hereby granted to the permittee to: Construct 6 pereanantly maintain subdivision street accesson the ois/o Rt25 between KNI595-1597 i other incidental w ork per att,piaos 6 Specs. All work sibe to satisfaction of the RE. All work s/he done in accordance with approved p lane or AO•RE. #07 side responsibility of the permittee until completion of all work, etc., THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC.ANYONE WORKING IN THE STATE HIGHWAY RIGHT-OF-WAY IS REQUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGE/YELLOW)AND A HARD HAT. County- SUFFOLK SOUTHOIO Municipality- 25 Route#- as set forth and represented in the attached application at the particular location or area,or over the routes as stated therein, if required;and pursuant to the conditions and regulations general or special,and methods of performing work, if any; all of which are set forth in the application and form of this permit. Dated at: HAUPPAUGE, N.Y. Date Signed p/19/2006 Commissioner of Trans tion EUGENE SNITH By IMPORTANT THIS PERMIT,WITH APPLICATION AND DRAWING(OR OPIES THEREOF)ATTACHED SHALL BE CED IN THE HAND ONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY THE RESIDENT ENGINEER, KEVIN NATTHAEI 1900 COUNTY RD 858 (631)721-1131 RIVERHEAD, NEW YORK 11901 UPON COMPLETION OF WORK AUTHORIZED,THE FOLLOWING WILL BE COMPLETED,SIGNED BY THE PERMITTEE AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed. Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(If Any) Work authorized by this permit has been satisfactorily completed and is accepted. Reverse side of this form must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Amount charged against Bond may be released ❑ Mailing address of refund has been verified. ❑ Retain Bond for future permits If different, list new address below. Cl Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed - ❑ Bond retumed/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto unitl all work under the permit is satisfactorily completed, in accordance with the terms of the attached application.All damaged or disturbedareas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. 'Upon completion of the work within the state highway right-of-way authorized by the work permit,the person,firm,corporation, municipality, or state department or agency,and his or Its successors in Interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. PC RM 33 ia•o 1'i ST0C p NEW YORK DEPARTMENT OF TRANSPOWN PREPARE 3 COPIES HIGHWAY WORK PERMIT APPI-ICATION FOR NON-UTILfTY WORK tpholot,upleS ncceplablcl Application is hereby made for a highway work permit: FOr Joint application,name and address of Second Applicant below: Nava Amines A B Bluff Circle ___ auppauge�Y 1_178 - - - ------ Mala __Ziplair — Y ---- Slate 100era11.D No o,Sona+Seo.nty Phi, L—Z7 20 ( 6 Apphcant TpIEpMx1e ND G3_124-26'Q`)` 111 ni,DAj uO r l WI"Ci panicm r(a,w of wnorgancy �euts .Ciw-y�{((I(LQ fP,IY.V`lOrx9 No.o!cw;hx]t.!rr;nrl `31 �4� 5�� #}lsikrJAY__kloek F+ of 11r 417) RETURN PERMIT TO(It diltor@nl from nbovo): RETURN OF DEPOSITIBOND TO(taln ._.T- I>N!a only rl tlittgreM Irum ppmUltol: IYam�C#�A�-�� �nVtTl-r rcT Nanm Aaor : ` .� Y1 ._ at,ITS Or ) Aaarnss — -- `'.,tate Ip ---- DlyState Z+p -- 1 L[OCNI(:r<:cl nr wurAlryrgl Perfolmq�N•�cjr n�eLiM C 2An4npaletl mrotign of wor.. lmm�VIL ..20,���mru -N ZOO gdppiy l(r tlrq(1rIPr:ItHY1151 Ch(CABd nn lNg(gVtlr5tl YK1@. 3 P<JI�i:LVP rdUllly If(�,q,yrCfl r.OV@rW IYJ 4CIICv N[ �� �� � G A$20 xi Irq w 1,Ce L,.41, a for ct,,mtu.n:xa^1'mn Caa4 I rPol> a=nWORK iDq@loev,tw:n-To Cot-)SJ"fZ-L{CC AIM1AlA� 74 GD/ooh !„� ij(Z F nA� o/� f1Y5 2 Ai 1:AilIEL I'dr.� _ --...- __5p@rnlCitigr's Jc LOCATION. Sial@ Amite ✓ State 4� w• Imhx r,., Rltr(ff”Mar,n, �'j 1"1- 7 '" ot] -f -.anr] StOhi REQUIREMENTS(Ctlack approprwte Iltltnl. Exampl - MroslenrJ rypo 11 _-- EIS or DEiS LM,JAgo,.y Il prcrye(:I.SI(SMIM@n 1409 oarb5tCnal,Cxwnpt.Or IYPL f1,n0 N(mar:K,lgq rS rvVr.ticd It projerA.n demrtmlroa w V@ oplel man minlsl@da,@xelllp!.or TYPE I L(@I@•to M.A.P7.'!2.2.APr,,Mx A SPQR REQUIREMENTS FOR HIGHWAY WORK PERMITS 1CCC4+AM8'.x:h@ requt W perrgrl fu(gcyir.ti.y Iw•:n.,qt rJ le mss INK,rpq,JMrnnP Xctl Jql AIIM'h LiaWtl rqr INS 9 apPgca l @'ID on Il.q nem9 s m O SKOn[I Ap(+rcant Sltmeu.re 20 u. Ns- PERMIT IS HUED CONfINCENT UPON LOCAL RECIUIREMENTS aEINr.SATRFIED �S ; -.ExceTsmx STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, PWW*U^' 1 `t7814"""` `°" www.dot.state.ny.us SU BIMAL CHAKRA BO RTI, P.E. :.�T 5'J. MADISON, JR. REGIONAL DIRECTOR ' MMISSIONER February 28, 2006 5 { - 2006 Ms. Claire Kujawski i P Southold Town Duck Walk Vineyards w,a�rdaazrd c/o Pindar Vineyards, P.O. Box 332 Peconic,New York 11958 Your December 14, 2005 Submission Winery Signing Route 25, Peconic SCTM N/A Our Case No. 05-444P Dear Ms. Kujawski: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. The letter request to install signs stated there will be construction of a new building in the spring. To date our office has not received any plans concerning this site. Prior to our consideration for issuance of a Highway Work Permit to install signs we will need to review plans for access to the State highway for the proposed new building. Please submit four (4) copies of site plans to this office. The site plans shall contain all of the information noted on the attached checklist. 2. Once we review plans for this site we will provide you with information concerning the permits required to install signs. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Ms. Claire Kujawski February 28,2006 Page 2 ve0rgrad By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachment cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold ✓Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:SME FAGE 0- J 6s Charles W. Southard Jr. REGI ERM ARCf31IEGT' 4400 Veterans Highway suite#207 Holbrook,New York 11741 Phone(631)471-5228 Fax (631)471-5229 Tol Planning Board Office Atte: Bruno Semon Town of Southold Southlmld, New York 11971 : Fax., (8:31)7653198 Dstss February 28, 2006 1; Phones (631)765-1938 Pemex (2)plus cover Rex Duck Walk Winery Fsoms Charlet W.Southard SCTW 1000-75-2-2.5 ❑ Urgent X For Review ❑ Pies"Comment ❑ Plseee Reply • Comments DOT Work permit 0 e MAA - 1 2006 I �.. � �..._. ''fit ...+..w•At^ of ti s �, .1 i�:p., l .. '__' ..c•7�- PAIGE 02 PROVIDE 2- 5' DEE b' DIA. FOO-51 STORM NATER i rAG`IIN6 �ASAHr off •�n nIMIpI7A N1IW /�' �w .n.,m. u.:.rew wuw.n.mwr• mmm �•W Bm® nww'-wyyr'i rne.anx wn 'enwve�eACFr'c. L .. BMW omcFep ,�,� p ryA1.. iry MAO - i 2006 9 o,m nmMMr : y I I MIN p,0'DIMlTEt i'MIS _ .M' 'N`aRK oi1^ STATE # - DEPT OR TRA1�(S.: SITi� �2a?c` E AN APPROVAL I ti nATE: 0 vOINICRETE CURB TYPE A ITEM IC6092501 NTS NC* THE eNO OF a"NOT Aft Ti.s E967INS CLOD L A%RAMPS!AT LI TO ZERO Arl Tfg @ 1. IN ^.ww...KrTaw .- • T LAST 10 FEET AT LOLATI FAGINh TRAFFIC. 'pati I weW y wer wenn W S JOHN C. EHLERS LAND SURVEYOR fLevlsjpns: N.Y.S.LIC. NO. 50202 0q-o -2004 6 EAST MAIN STREET 01-3!X2005 02-24-2005 RNERHEAD, N.Y. 11901 -o -2ac5 369-8288 Fax 369-8287 REF-11Hp server\d\PROS\02-324b.pro PAGE 93 PERM-2(21dr1 r OF NEW YORK DEPARTMENT OF TRANSFC*ION HIGHWAY WORK PERMIT 10-05-06x2 Pmrm�Fee: & 900,00 Permit NO �), !,-y5- 0 6 4 2 IrsurArn,e Fee: $ 900.0000 Project Identification No.: 10/01/2006 -total jRecelved $ Expiration Date: 8229 Ghee or MA. No! 984 pip 17 on !i le / / SH No.: 0.00 t: Deposit Rec.for$ Check or M,O. No.: Dated: 000 -I'errfllttee ArrE2rrjMdW5W INC.Estimated Cost of Work Performed In the State Right-of-Way$ 70019533 8 ILUM CIRCLE Chargeable to Bond No. ($ 10000.00) HAUPBAUM, NY 11788 or ndertaking on File: i 6tt: 901 Address (som,Kete if different`ram above) Return of Deposit Made Payable to: (complete it differ o, r Undtthe provisions of the Highway Lew ar Vel-acle 9 Traffic Law, permission is hereby granted to the permitte IXonstruct A permanently maintain subdivision street acceaeon the n(slo Rt26 botwaen 611159n-1697 6 t..ork per att,plars I specs, All Work t/ba to satisfaction of the RE, AIL work elbe done in accordan ,lane or Aobf. Alp? slbe responsibility of the permittee until completion of all work, ttc,. i f: THEAPERMITTEE IS RESPONSIB�_E FOR THF MAINTENANCE AND PROTECTION OF TRAFFIC.ANYONE WORKING IN THE STATE HIGHWAY RIGHT-OF-WRY 15 REQJIRED TO WEAR HIGH VISIBILITY APPAREL.(ORANGEIYELLOW)AND A HARD !IAT. SUfftlt ;9UTHbL9 26 Cour,Sty- Municipally- Route#- as - t forth and represented i-t the attached application at the particilar location or area.or Over the routes as stated therein, if required;and puts ant to the conditions and regulations general 7r special,and methods of performing work,if airy:all of which are set forth in the applicatiol and rm of this permit. NAplasi , R,L I)eted at. 91/19120/5 Commissioner of Trans tion Late Signed: ELON SRITH By t IMPORTANT THIS RMIT,WITH APPLICATION AND DRAWING(OR FOPIES THEREOF)ATTACHED SHALL SE&EDIN THE HANDWONTRACTOR BEFORE ANY WOV I BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY THE RESIDENT ENGINEER, kEV1# NATTNAEI 1911111 C09NTY R9 969 (613)721-1721 RIVERIEAD, MEN YORK llfill UPONCOMPLETION OF WORK AVT HORIZED,THE FOLLOWING WILLBE COMPLETED:SIGNED BY THE PERMITTEE AND DELIVERED TO THE RESIDENT ENGINEEIR, Wort aufhorizcd by this permit nas been completed Refund of deposit or return/release of bond is requested. AUTHORIZED AGENT(It Any) r 1610r authcrixed by this permit has been satisfactorily completed and is accepted. Reverse sida of this form must be completed. Refund of Deposit is auftrized Return of Bond Is aumorize,7 Q Mailing address of refund has been veriflec ] Amount charged against Bond may be released If different,list new address below. t) Fall Bond for future permits !CI Forfeit of Guarantee 01i it Is aut1n`X Zed Other -— -- DATE RESIDENT ENGINEER Tne�egional Office wiU fcrward this fo-m to the Main Office witn the appropnale box checked, 0 Permit closed C! Bond returnod,relaasFd Q Refund of guarantee Ceposrt on this r)ermit 6 a:ahor:zed Forfeit auara itee Deposit to NYSDCT 10 Other r; rhTF. REGIONALTRAFFIC=NGINEEP 'rhe vuirg authority res Ne,ft rigWiSpeM or revoke this oermit at its discrabor With*hearing or the necessity of showing eauae. eltndf before Cr duing tre operations authorized. The ParmAce 4111 Cause an approved ropy of the app6oation to be and remain attached hereto units all work under the permit is satisfactorily CompieteC,in accordance with the terms of the attached atiplicatlon All damaged or disturbed areas resulting from work performed pursuant tc tris Oarmit will U=repairaC to the satisfaction of the Department of Transpertwion. ..th....d by kh.w ,R F-emJ.,tM1.f..rsvn,nim,oPrpvraTtenl m1,11Cipalky or Mills department of agency,artd Ma or Its successors in Interest,shall be responsible for the maintenance and rspal of sitch work Or portion of such work as set forth within the terms and conditions of the work permit. '/ rJ ! r%w�V r M MAILING ADDRESS: PLANNING BOARD MEMBER P.O. Box 1179 JERILYN B.WOODHOUSE so Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS * Town Hall Annex MARTIN H.SIDOR G54375 State Route 25 GEORGE D.SOLOMON .[� p (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND p, ..0� Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: March 1, 2006 To: Michael Verity, Principal Building Inspector Jamie Richter, Town Engineer Mark Terry, Local Water Revitalization Program Coordinator From: Bruno Semon, Senior Site Plan Reviewer/r2iiL Re: Duck Walk Vineyards 44535 Main Road, Southold SCTM# 1000-75-2-2.6 & 2.7 Status: Proposed to start the SEQRA process at the March 13, 2006 meeting. Required Return Date: None at this time. In reference to the above, attached you will find a revised site plan and project description. The Site Plan reflects the current proposed build out of this site. Please review for comments, concerns and certification. This site plan is for construction of a 7,600 sq. ft. vineyard building with 38 parking spaces provided as required and 31 additional parking spaces in geoblock type overflow on 30.5 acres parcel in the A-C Zone located on the n/s/o NYS Road 25 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75-2-2.6 & 2.7. Site plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. cc: file Enc.: The site plan received 2/2/06 by the Planning Department. Feb C2 06 11 : 59& PonRD OF nssESSORS 6317631350 P. 1 JAM-71-20V'6 06:40 SC Real Property l-31 652 1565 P.02i02 FOR PCL,NO. SEE SEC --------- — Qa TOTAL P.02 JAN-31-2006 08:40 SC Real Property 631 852 1566 P.02/02 10 0 d' FOR PCL.N0. SEE SEC.N0. e$ 075-02-002.5 8 10 •LpOP V B It 4 - N - ti1p 0 4• ry\I . TOTAL P.02 Charles W. Southard Jr. REGISrEREDARCI-IlTF:c.T 4400 Veterans Highway Suite #207 Holbrook, New York 11741 Phone (631) 471-5228 ..7 Fax -(631)'471-5229 February 1, 2006 Planning Board Office 6 Town of Southold Southhold, New York 11971 P � v Attn: Bruno Semon „ RE: Proposed Winery for "DftlrWWa min Road, Southold SCTM#1000.7&2_5° Dear Mr. Semon, The tax map shown above is the number which has been issued for the site of this proposed project. This parcel is comprised of 1,328,729.5 square feet or 30.50 acres. There are 2.099 acres which will be developed for this Winery structure, and an additional 28.5 acres which will remain open space. There are (4) additional lots of approximately 80,000 + which form the remain- ing part of this subdivision. These (4) lots are tax map#'s 1000-75-2-2.1 thru 2.4 inclusive. Please revise all correspondence to reflect this. Please advise me if there is any additional information or revisions which I will need to prepare. Thank Yr ce, Charl W. Registered 0 0 Charles W. Southard Jr. REGISTERED ARCHITECT 4400 Veterans Highway Suite#207 Holbrook, New York 11741 Phone (631) 471-5228 Fax (631) 471-5229 Transirmffal To: Planning Department - Address: Town Hall Annex P.O. Box 1179 ' ` 54375 State Route 25 Southold, New York 11971 Date: February 1, 2006 1.- Re: Revised Site Plans - Pi n03- SCTM#1000-75-2-2 Case No. 04-220Ps �.w a.- —•"' Attechmerft: 1. (3) Copies of revised Site Plan • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE so yolo Southold,NY 11971 Chair tel` OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q54375 State Route 25 GEORGE D. SOLOMON .� �O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Owl Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 1 , 2006 Charles Southard Jr., Architect 4400 Veterans Highway— Suite 207 Holbrook, NY 11741 Re: Duck Walk Vineyards 44535 Main Road, Southold, NY SCTM# 1000-75-2-2.1 Zone A-C Dear Mr. Southard: This letter is to inform you that the above site plan application was reviewed at the Architectural Review Committee (ARC) meeting held on January 12, 2006. A copy of the meeting minutes is enclosed. Please review the pertinent comments and inform us in writing if you are in agreement with the conditions. In addition, if required, please modify the site/construction plan, and submit the revisions to the Planning Board. If there are any questions, please contact us at 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Bruno Semon Senior Site Plan Reviewer enc. TOWN OF SOUTHOLD REVISED ARCHITECTURAL REVIEW COMMITTEE MINUTES 4:00 p.m., January 12, 2006 Town Hall Conference Room Present were: Councilman Thomas Wickham, Architects Glynis Berry and Ural Talgat, Acting Chairman Sanford Hanauer, members Herbert Ernest, Ronald McGreevy, Nicholas Planamento, Senior Site Plan Reviewer Bruno Semon, ARC Secretary Linda Randolph and project representatives. BCB Realty Holding Corp. SCTM# 1000-45-4-8.3 After a review of the map and signage, the Committee agreed to approve the project contingent upon reduction of the height and width of the main signage along the road. Ehrlich, Robert (Orient Gift Shop) SCTM# 1000-18-5-5 The Committee agreed to approve this project as submitted. Duck Walk Vineyard SCTM# 1000-75-2-2.1 Following review and discussion, the Committee agreed to approve the building design subject to light cuts and elevation, as well as an update on planting. Rich's Auto Body SCTM# 1000-102-3-1 The Committee agreed to approve the building subject to light cuts with the additional recommendations of corner landscaping & removal of the motel sign. OKI-DO, Ltd. (GAZA Holistic Circle) SCTM# 1000-38-7-7.1 A presentation was made by Architects Butt/Otruba-O'Connor. The Committee agreed to conceptually approve the project subject to receipt of additional drawings/information. Orient FD Telecom Project SCTM#1000-18-5-13.8 The Committee agreed to accept the presented materials with the following recommendation: a 6' retaining wall with berm to surround all four sides of the fenced area with a planting of 10-12' cedar trees. Councilman Wickham urged committee members to select a Chairperson. The Town Board will restructure all Town Committee terms for three years beginning with 2006. The meeting adjourned at 6:15 p.m. Linda Randolph ARC Secretary • • �S %�F Charles W. Southard Jr. RFEASI'EREDARQIlTF:C,T 4400 Veterans Highway Suite#207 Holbrook York 11741 � (6Al) 471-5228 631) 471-5229 n January 26, 2006 ?606 Planning Board Office y Town of Southold Southhold, New York 11971 Attn: Bruno Semon RE: Proposed Winery for 'Duck Walk"@ Main Road, Southold SCTM#1005° Dear Mr. Semon, The tax map shown above is the number which has been issued for the site of this proposed project. This parcel is comprised of 1,328,729.5 square feet or 30.50 acres. There are 2.099 acres which will be developed for this Winery structure, and an additional 28.5 acres which will remain open space. There are (4) additional lots of approximately 80,000 + which form the remain- ing part of this subdivision. These (4) lots are tax map Vs 1000-75-2-2.1 thru 2.4 inclusive. Please revise all correspondence to reflect this. Please advise me if there is any additional information or revisions which I will need to prepare. Thank yo y ce, Char r. Registered Architect PACE R2 x - •i SJ Charles W. Sol'adw d Jr. REGMERMARC II= 4400 Veterans highway Suite#207 Holbrook,New York 11741 Phone (631)471-5228 t Fax (631)471-5229 FNNI"NiM1W�IN�v-n+• p� �,1 January 26, 2006 .. v s«r y Planning Board Office .---------- -+ Town of Southold Sourhhold, New York 11971 Attn: Basuto Semon RE. Proposed Winery for "Buck Walk"Q Main Road, Southol — SCTM#1000-75.2-2.5 - .,,• .mfr r` Dear Mr. Semon, j The tax map shown above is the number which has been issued for the site of this proposed project, This parcel is comprised of 1,328,729.5 square feet or 30.50 acres. There are 2.099 acres which will be developed for this Winery structure, and an additional 28.5 acres which will remain open space, There are (4)additional lots of approximately 80,000+ which form the remain- ing part of this subdivision. These (4)lots are tax map#'s 1000-75-2-2.1 thru 2.4 f inclusive. Please revise all correspondence to reflect this. Please advise me if there is any additional information or revisions which I will need to prepare. Thank Yo _ . Y e, r,. Char r. r Registered Architect 1 PAGE 9. Charles W. Southard Jr. RBGMIRM ARCUnECr 4400 veterans Highway suite*207 Holbrook New York 11741 Phone(631)471-5228 Fax (631)471-5229 To: Planning Board Office Atln: Bruno Semon Town of Southold Southhold, New York 11971 Faam (631)76-5-3136 Date: January26,2006 Phoma (631)7661838 Poem (1)plus cover i Ree Dude Walk Avery Frame Chanes W.Southard SCTW 1000-75-2-2.5 12 Urgent X For Review 13 Please Commwat ❑ Ploo"Reply • Comment 3 h. A Y 1.,1,111 ... u Lucy re ments that will allow [the wineries] to for to- with two responses being that "these selling art.They're not selling just their do some of the things they've been do- day, Thursday, in Riverhead with the are extraordinary circumstances" and product but have all kinds of other stuff, Long Island Wine Council,SLA repre- "this is an extremely sensitive issue." not just art,that they're selling." See Wineries, page 46 Mill 3,- p ---11111011111 . 1 +T d { The design for a new winery Dan Damianos is proposing to build on the Main Road in Southold. ] t Vines, a winery & homes Duck Walk Vineyards plans to expand to the North Fork SOUTHOLD—Duck Walk, the room, according to the site plan ap- Damianos's conservation subdivision, should come this week, according to Water Mill winery operated by Pindar plication filed with the town Planning which would create four house lots Anthony Trezza of the town planning Vineyards owner Dan Damianos, is Board by Merlot LLC on Dec.7.The of 1.83 acres each. Under a standard department. developing a new winery and vineyard grapes will be grown on 28.4 acres subdivision,the property could be de- A private road off Main Road will on Main Road as part of a proposed preserved through the Peconic Land veloped into approximately 15 home serve as the winery's main entrance. five-lot subdivision known as Elysian Trust (PLT). sites. This week the Planning Board The land — currently zoned AC Agri- Fields. The winery and vineyard are just accepted the winery site plan on the cultural Conservation,which requires The single-story, 7,600-square-foot part of Mr. Damianos's develop- condition that the subdivision applica- a minimum of two acres per new winery is to include a 4,000-square- ment plan for the total 37.8-acre site tion be completed first.That applica- building lot — has a quarter-acre of foot tasting room,a 3,600-square-foot near Maple Lane. In October 2004, tion is currently awaiting the town's wetlands on its northwestern portion. rear courtyard and a private tasting the Planning Board approved Mr. acceptance of a letter of credit,which Philip Marcelo COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS ISLES,AICP DIRECTOR OF PLANNING January 10, 2006 -,II Town of Southold Planning Bd. 53095 Main Road - P.O. Box 1179 Southold, NY 11971 Attn: Bruno Semon, Sr. Site Plan Reviewer Pursuant to Section 239L&M of the General Municipal Law,the following site plan which have been submitted to the Suffolk County Planning Commission is/are considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan SCTM No. Duck Walk Vineyards 1000-75-02-02 NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Thomas Isles, AICP Director of Planning Andrew P. Freleng, AIC Chief Planner APF:cc G:\CCHORNY\ZONING40NING\WORKING\LD2004\239LD.W PD LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR . P.O.BOX 6100 (631)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER (631)853-4044 FACE 0, � C Charles W. Southard Jr. REGUSTERM., AR9 Holbrook,New York 11741 ftme(631)471-5228 Fax (631)471-5229 To: Plarmmg Hoard Office Attn: Bruno samon Tov+n of Southold 5outhhold New York 11971 Fix: (631)785-3136 DMIAN January1e,2008 Piwne: (e31)765.1936 POWN0 (4) plus oover Re: Dude Walk VAnery—Elevabons Fmne Chadea:.. Southard 5CTMW 1000-75.2-2 ❑ Uroent X For Revlew ❑ Please Comment ❑ Please Reply • Comments � I 0 1 1 i .9 __b�eeei 5'amling N.�%JI - l` I I Q 1 Ia p14 1 / I , E �I rn pe II li.d �xppQ s " ��� i 15 I I, ql 9 � BN�(�5 nlp �eNO I� �I_ 4x i Ig71�'I Q r�i i�' I Qy � 1 I yi I I[i C. ^pp�I Rk 7 IIS x,I x17; i 0 1 I_,i I II,YA ji Q+ I�I II � � P II •I' 'P NNNN �jryQl! I I � I - iIR I � a IF p �� :e a QI: ttI a .lipp @ tl ! j d jll. sig i I _ 7I +y I NP'I Al Vie ix --rte E'hegii-Stma _ G-eas-rlood it — 8tegeSFone ---� -�' _ T-i' y a-a• la'-4' as'-s T e• tro, Gl •'n ✓90 P' .r : EAST ELEVATION -.t L 9 N IN ti N W® 1 S R & - F T 7 N i(1 ' 17 J! y N i green -15f: ding MOLU I IN t � / €i t�' F �l�'G �P�I�I � Iiilti (���Il��i _ �i +€� �€f � £ [fit{ } II�k�� �II q 44 ?TIM C�a,� -Acod er •31:onn S+ang W-V 4, k_k- Amir�-v ox m - � % fin "iV�YY+-• + is •Y N.r 1w��s GYM •Yr 1. vis I [�IP.'iO StYdI - . _.._. '-J r-1 L� L '1 O CJ n Ct'iau-les W. Southard Jr. -RWTS"IERB3 ARC'HI'= 4400 Veterans Highway Suite#207 Holbrook,New York 11741 Phase(631)471-5228 Fax (631)471-5229 Tat r nning B:avd Offiet Asir.; 2rino Semon 'town of Southola Southhoid New York 11971 Fam ��63"),&"136 —�--- Date: JNnuary 12,2006 — Pasm (1)plus cover Re= Oud,Wa!k Wna,-h.Wmrials list Fromm Chartas w. Somiapti St,TMJ .3jL 7a-6 ❑ "I's-4t X Re.R-wlwr 13 flakes Comment ❑ Please Reply Comments ---- PAGE 82 16 Cil es W. Soudad jr. RH131 ARCMIECT 4400 Veterans Highway Suite ik20 Holbrook,New York 11741 Phone(631) 471-5228 Fax (631) 471-5229 dcraiat'y 12, 27006 Plavnipg Board Of-ice `Town of Southold Southhold,New York 11371 Attn: Basuto Semon RE; Proposed Wh ery fur "Duck Walk-`@ Main Road, Southold SC TM#1000-75-2-2 Dew 1t,. Setr:or,. The following list is to identify the materials to be used on the proposed building for Duck Walk Winery. 1, Roofing -Green - Standing Metal Seam 2. Siding - Cream- Wood or Hardie Siding 3. Accent Walls - 13eige Stone Sincerely, Charles W. Southard Jr. Registered Architect 0 �tf DISia\`� SOUTHOLD FIRE DISTRICT JAN 1 2 2006 P.O. BOX 908. SOUTHOLD, N.Y. 11971 January 11, 2006 (631) 765-4305 FAX (631) 765-5076 - Y Mr. Bruno Semon, Sr. Site Plan Reviewer Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 Re: Duck Walk Vineyards SCTM#1000-75-2-2 Dear Mr. Semon: Please be advised that the Board of Fire Commissioners of the Southold Fire District has reviewed the above mentioned map and found that there is adequate fire protection for this parcel and the fire access is sufficient. This recommendation is valid for one year from the date of this letter. Sincerely, C rol Mille Fire District Manager CATY OF SUFFOLK (9 FILE STEVE LEVY OP SUFFOLK COUNTY EXECUTIVE THOMAS ISLES,AICP DEPARTMENT OF PLANNING DIRECTOR OF PLANNING January 10, 2006 Town of Southold Planning Bd. 53095 Main Road - P.O. Box 1179 Southold,TQY 11971 Attn: Bruno Semon, Sr. Site Plan Reviewer Pursuant to Section 239L&M of the General Municipal Law,the following site plan which have been submitted to the Suffolk County Planning Commission is/are considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan SCTM No. Duck Walk Vineyards 1000-75-02-02 NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Thomas Isles, AICP Director of Planning Andrew P. Freleng, AICP Chief Planner APF:cc G:\CCHORNV,ZONINGZONING\WORKING\LD2004\239LD.W PD LOCATION MAILING ADDRESS (631)853-5190 P.O.BOX 6100 TELECOPIER (631)853-4044 H.LEE DENNISON BLDG.-4TH FLOOR HAUPPAUGE,NY 11788-0099 100 VETERANS MEMORIAL HIGHWAY COUNTY OF SUFFOLK* STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS RICHARD J. LAVALLE, P.E. CHARLES J. BARTHA, P.E. LESLIE A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER December 21, 2005 Town of Southold Planning Board Office P.O. Box 1179 Southold,N. Y. 11971-0957 Attn: Bruno Semon Re: Duck Walk Vineyards 44535 Main Rd., SCTM#1000-75-2-2 Dear Mr. Semon: This Department has reviewed the above-referenced site plan and offers the following comments: Since this proposed development is not adjacent to a County maintained road or a road proposed for improvements by the County,a permit will not be required from this Department. If you have any questions,kindly contact this office at 852-4100. Very truly yours, William Hillman,P.E. By: "Z- -&4n / M.Paul CamKgnola Director of Highway Planning&Permits WH:MPC:ln SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y. 11980 0 FAX(631)852-4150 • r ; Pzceessoa ' STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN DEC 2 C 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.dot.state.ny.us SUSIMAL CHAKRABORTI, P.E. THOMAS J. MADISON, JR. REGIONAL DIRECTOR COMMISSIONER December 14, 2005 Ms. Claire Kujawski Duck Walk Vineyards c/oPindar Vineyards, P.O. Box 332 Peconic, New York 11958 Your December 14, 2005 Submission Winery Signing Route 25, Peconic SCTM N/A Our Case No. 05-444P Dear Ms. Kujawski: This is to acknowledge receipt of your submission on the above permit application. We will review your request and provide you with comments and our permit requirements for installing signs once our review is complete. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I495, whichever is farther south, north to Long Island Sound. In all future correspondence, please refer to the subject case number. The plans must also include the County tax map number. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Thank you for your cooperation concerning this matter. Vetruly ours, rOriginal Niped By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold J Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold ROBERT W. KEITH 995 WILLIS CREEK DRIVE MATTITUCK, ;VY 11952 631/298-8,508 December 19, 2005 Afr. Bruno Semon, Senior Site Plan Reviewer Planning Board, 'Town of Southold Dear ,Nlr. Semon, r n c _L L This will acknowledge receipt of the following Agency Referral Request: Duck Walk Vinevards. 1000-75-2-2 The Architectural Review Committee will take up this submission when it meets. I have forwarded the referral to Sanford Hanauer. Co-Chairman. Yours smcerclly-. Ul u L'u 4;al.-,v. Co-Chairman MAILING ADDRESS: PLANNING BOARD ARD MEMBERS �OODHOUSEo��pF SOUryolo Southold,ox 1179JERILYN B. 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Q Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORN H.SIDOR E D.SOLOMON COUv1y (cor. Man Rd. &JYIo`uungs Ave.) Southol ,1n1���� Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: December 15, 2005 To: Michael Verity, Principal Building Inspector Jamie Richter, Town Engineer Mark Terry, Local Water Revitalization Program Coordinator From: Bruno Semon, Senior Site Plan Reviewer Re: Duck Walk Vineyards 44535 Main Road, Southold SCTM# 1000-75-2-2 Status: New site plan received accepted December 12, 2005. Required Return Date: None at this time. In reference to the above, attached you will find a site plan, LWRP information, SP application and EAF form. The Site Plan reflects the current proposed build out of this site. Please review for comments, concerns and certification. This site plan is for construction of a 7,600 sq. ft. vineyard building with 73 parking spaces on 28.4 acres parcel in the A-C Zone located on the s/s/o County Road 48 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75.-2-2.1 Site plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. cc: file Enc.: the site plan received 12/8/05 by the Planning Department and misc. materials. PLANNING BOARD MEMBERS • MAILING ADDRESS: h� JERILYN B.WOODHOUSE SOF SOQr�, P.O. Box 11791� Q� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMER5 Town Hall Annex KENNETH L. EDWARDS G MARTIN H. SIDOR � 54375 State Route 25 GEORGE D. SOLOMON (cor. Main Rd. &Youngs Ave.) COU :� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 15, 2005 Mrs. Carol Miller Southold Fire District PO Box 908 Southold, NY 11971 Re: Duck Walk Vineyards 44535 Main Road, Southold SCTM# 1000-75-2-2 Dear Mrs. Miller: Enclosed please find one (1) site plan date received December 8, 2005. This site plan is for construction of a 7,600 sq. ft. vineyard building with 73 parking spaces on 28.4 acres parcel in the A-C Zone located on the s/s/o County Road 48 approximately 546' w/o of Maple Avenue in Southold. The enclosed site plan is being referred to you for fire access Feview and for your recommendations. Thank you for your cooperation. Very truly your Bruno Se Senior Site Plan Reviewer enc. MAILING ADDRESS: PLANNING BBOARD MEMBERS OF souryo P.O. Box 1179 JERILYN hO l� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERSG Q Town Hall Annex KENNETH L.EDWARDS �O 54375 State Route 25 MARTIN H.SIDOR cor.( Main Rd. &Youngs Ave.) GEORGE D.SOLOMON ��DUfm,� Southold, NY ME UM Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE Date: December 15, 2005 TOWN OF SOUTHOLD To: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Clerk for Southold Town Board Josh Horton, Southold Town Supervisor Southold Town Board of Trustees Southold Town Engineer Mark Terry, Local Water Revitalization Program Coordinator Suffolk County Department of Health Services NYSDEC - Stony Brook Suffolk County Water Authority • Suffolk County Planning Department " Suffolk County Department of Public Works Architectural Review Committee From: Bruno Semon, Senior Site Plan Reviewer Re: Agency Referral requests required under Southold Town Code Article XXV 100-254 Review Procedure part C the Planning Board refers this site plan for concerns, comments and Jurisdiction requirements if applicable. Dear Reviewer: The site plan status is a New Active Site Plan. Below is site plan application information pertaining to the listed project: Duck Walk Vineyards 44535 Main Road, Southold SCTM# 1000-75-2-2 This site plan is for construction of a 7,600 sq. ft. vineyard building with 73 parking spaces on 28.4 acres parcel in the A-C Zone located on the s/s/o County Road 48 approximately 546' w/o of Maple Avenue in Southold. SCTM# 1000-75.-2-2.1 Attached is a copy of the site plan application for your review. Thank you in advance. cc: File, attachment, 'Maps are enclosed for your review FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 5, 2005 TO: Herodotos Damianos 591A Bicycle Path Port Jefferson Station,NY 11776 Please take notice that your application dated November 18, 2005 For permit to construct a winery/tasting,room at Location of property: 44535 Main Road, Southold,NY County Tax Map No. 1000 - Section 75 Block 2 Lot 2_1 Is returned herewith and disapproved on the following grounds: The proposed winery will require approval from the Southold Town Planning Board. No variance will be needed from the Southold Town Zoning Board of Appeals as long as the entrance remains a"common driveway" and the winery remains located on a parcel where ten acres or more are devoted to a vineyard or other agricultural pumoses. You may now apply to the Southold Town Planning Board. Auth ized Sr Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. A � Submission Without a Cover Letter Sender: / 1 )�, Ve-('�-� Subject: 'PUCK weIA Lj! lltr� SCTM#: 1000 - 7� —�—� Date: Comments: ��N 11 '��l�'�!l C)� 0/1- t DEC - 6 2005 TOWN OF SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: Site Plan Name: Nild Vlwfi.y POIL WK kAJK DEC - 6 20D5 Suffolk County Tax Map#1000-=7S_- 0 2- - 2 Other SCTM #s: Street Address: Hamlet: '%bUr1kOLn Distance to nearest intersection: Type of Site Plan: New Amended Residential If Amended,last approval date: SECTION B: Owners/Anent Contact Information Please list name, mailing address, and honenumber for the eo le below: Property Owner kA Q 1 n r L�,C Street 59 ,4 P,1 VC P. Tit City &:� ,)EAP__1fcnO�2k1M State N1/ Zip I Home Telephone Other Applicant ME12LOT U,L Street SQ l A R ►CYL E PAl # City Ra L)EM-M_ C 1 M-OState IJ Zip I L S Flo Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* GI},4{'L S tj SUAAye,,1 Street 4kkO VETI=-A -X.0 kjjY Svc Tr 7z7 City t�uLaR40K State A1Y Zip 111W Office Telephone ( (a31� (4 71 -SLZ$' Other *Unless otherwise requestedT pondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SECTION C: Site Data 41 • Proposed construction type: New Modification of Existing Structure _Agricultural Change of use Property total acreage or square footage: 2 I acdsq. ft. Site Plan build-out acreage or square footage: I s S ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes_No If yes, explain: (. )tENTL.` "j4C 'jVk)JSFEgg0) Property Zoning District(s): A-L Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No_ If yes, have you submitted an application to the ZBA? Yes No_ If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses:_ VhWr List all proposed property uses: W j M r 1'Y Other accessory uses: Existing lot coverage: % Proposed lot coverage: R, 3 % d Gross floor area of existing structure(s): jogpO q. ft. Gross floor area of proposed structure(s): :7 Parking Space Data: # of existing spaces: n #of proposed spaces: 1 Loading Berth: Yeses No_ Landscaping Details: Existing landscape coverage: __LOO % Proposed landscape coverage: % Waterfront Data: Is this property within 500"of a wetland area? Yes No_If yes explain: 11Q' r/- e fttA MW " I, the undersigned, certi at e b ation is true. Signature of Preparer: Date: Page 2 of 2 10/05/05 APPLICANTS AFFDAVIT STATE OF NEW YORK COUNTY OF SUFFOIX being duly sworn, deposes and says that he resides at In the State of New York, and that he Is the owner of the above property, or that he is the of the Me) (Spectry whether PartnerahlP or COM - which Is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the tide to the entire parcel, Including all rights-of-way, has been dearly established and is shown on said Plan; that no part of the Plan Infringes upon any duly flied plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the flling of Site Plans and will comply with same; that the plans submitted, as approved,will not be altered or changed in any manner without the approval of the J Planning Board; and that the actual physical Improvements will be Installed In strict accordance With the plans submitted. Signed (owrrer) Signed (Partner or corporate Officer and Tide) . sworn to me this day of 19 Notary Publlcl ''��. • i *il�a BOARD BIEMBERS SENNETT ORLOWSKI,JR. h�0 CSG Town Hall,63096 State Route 26 Chan P.O.Box 1179 WILLIAM J.CREMERS Southold, New York 11971-0969 KENNETH L.EDWARDS 0 • Lt+► Telephone(631) 766-1938 GEORGE RITCHIE CCAAOGIANO JR y��l ��QFax(631) 766-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Sample authorization letters: 1. I Joseph Sm& owner of the property at SCTM# 1000-100-10-10 in-Mattituc NY, hereby authorize Southold Consultants Inc to act as my agent and handle all necessary work involved in the subdivision process with the Southold Planning Board. Signature: Sworn before me this 30s'day of February 2000, 1111[ V� °�jpc. [Michael Hill's Notary stamp ] 2. We John and Jane Smith, owners of the property at SCTM# 1000-88-8-8 in Southold NY, hereby authorize Home Builders Inc. to apply for a subdivision on our property and hire any agents necessary to complete the work involved in the subdivision process with the Southold Planning Board. Signatures: Sworn before me this 30'h day of February 2000, • [Michael Hill's Notary stamp ] 3. I 14m DavisPresident of Home Builders Inc,' hereby authorize John Jones. Esq; to act as my agent on the property of SCTM# 1000-88-8-8 in Southold, NY, and handle all necessary work involved in the subdivision process with the Southold Planning Board. Signature: �'p Sworn before me this 30u day of Feb uar ry 2000, [Michael Hill's Notary stamp ] S 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine,in an orderly manner,whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently,there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Pan 1: Provides objective data and information about a given project and its site. By identifying basic project data,It assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether It is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large,then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑Part 1 ❑Part 2 - ❑Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information,and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ❑A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ❑B. Although the project could have a significant effect on the environment,there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* ®C. The project may result in one or more large and important impacts that may have a significant impact on the environment,therefore a positive declaration will be prepared. •A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and maybe subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on Information currently available and will not involve new studies, research or Investigation.. If information requiring such additional work Is unavailable,so indicate and specify each instance. Name of Action NEW OWED( RIL DOLL l.,q-c,K Location of Action(include Street Address,Municipality and County) A AIJ4 Z7 , Coy rl1Ct , c'0FF'U Name of Applicant/Sponsor — hVIJE(; y,J 21mi''O'm -)V– Address 44(4(A) ezak& }il IX 10-7City/PO OiCX,-6QUU K S- State Nit Zip Code Business Telephone o Name of Owner(if different) M6z-LzT ( 1'C Address 5411 A Q Yt! PPS City/POPj(C� �t�I SON �Tp�101� State .tY Zip Code Business Telephone Description of Acton: f)(Lk& SCC ) WNSTRXJ of EuJ Tiow sq r*. pnnc 9 of 91 / Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:E]Urban ®Industrial E]Commercial Residential (suburban) ❑Rural (non-farm) Forest Agriculture 11 Other 2. Total acreage of project area: acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 2, _Lacres acres Forested — acres acres Agricultural (Includes orchards, cropland, pasture, etc.) acres aces Wetland (Freshwater or tidal as per Articles 24,25 of ECL) acres acres Water Surface Area acres acres � Unvegetated (Rock, earth or fill) acres acres Roads, buildings and other paved surfaces — acres acres Other (Indicate type) acres acres 3. What is predominant soil type(s) on project site? a. Soil drainage: ®Well drained _% of site ®Moderately well drained l % of site. ®Poorly drained _% of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ® Yes No a. What is depth to bedrock (in feet) 5. Approximate percentage of proposed project site with slopes: CK10-10%_% ®10- 15%_% ® 15% or greater_% 6. Is project substantially contiguous to or contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes allo 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes MNo 8. What is the depth of the watertable? 17 (in feet) rn 9. Is site located over a primary, principal, or sole source aquifer? ®YesLEI No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? tJ"` Yes �No Paoe 3 of 21 11. Does project'site contain any species of plant or animal life that is identified as threatened or endangered? ❑Yes MNo According to: Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? ❑Yes No Describe: 13. Is the project site presently used by ti to community or neighborhood as an open space or recreation area? ❑Yes %No If yes, explain: 14. Does the present site I elude scenic views known to be important to the community? ®Yes No / 15. Streams within or contiguous to project area: a. Name of Stream and name of River to which it is tributary I::—--- - 16. Lakes, ponds, wetland areas within or contiguous to project area: cc)V-- c' -'xWs 11cs t� OPC sf CA(La1g(t of r�PcR� b. Size (in acres): L5 Page 4 of 21 17. Is the site served by existing public utilities? Was ®No a. If YES, does sufficient capacity exist to allow connection? [ ,,Yes �No b. If YES, will improvements be necessary to allow connection? ZlYes 11No 16. Is the site located inagricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? Yes ®No 19. Is the site located in or substantiallyLaontiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ®Yes IVINo 20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes [ANO No B. Project Description `f", 1. Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor. Z. acres. b. Project acreage to be developed: acres initially; 1, 5 acres ultimately. c. Project acreage to remain undeveloped: 4 acres. d. Length of project, in miles: (if appropriate) - i e. If the project is an expansion, indicate percent of expansion proposed. % r f. Number of off-street parking spaces existing proposed g. Maximum vehicular trips generated per hour: ­6�a (up completion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately I. Dimensions (in feet) of largest proposed structure: height; 550 width; _��length. I. Linear feet of frontage along a public thoroughfare project will occupy is? 7-55 ft. 2. How much natural material (i.e. rock, earth, etc.) will be removed from the site? _tons/cubic yards. 3. Will disturbed areas be reclaimed ElYes ®No ®N/A a. If yes, for what intended purpose is the site being reclaimed? L. �;uL AclzAwidbve� I b. Will topsoil be stockpiled for reclamation? Yes ❑No - c. Will upper subsoil be stockpiled for reclamation? Yes ❑ No , 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? �, _acres. Page 5 of 21 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ❑ Yes IsNo 6. If single phase project: Anticipated period of construction: q months, (including demolition) 7. If multi-phased: a. Total number of phases anticipated (number( b. Anticipated date of commencement phase 1: month year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase i functionally dependent on subsequent phases? ❑ Yes ❑ No 8. Will blasting occur during construction? ❑Yes El No 9. Number of jobs generated: during construction Z__; after project is complete 10. Number of jobs eliminated by this project 11. Will project require relocation of any projects or facilities? ❑Yes El No If yes, explain: 12. Is surface liquid waste disposal involved? LQ. Yes No i a. If yes, indicate type of waste swage industrial, etc) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? 0Yes ❑No Type—1e Sera, S-IEA 14. Will surface area of an existing water body increase or decrease by proposal? ❑Yes MNo If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? ❑Yes MNo 16. Will the project generate solid waste? 0 Yes MrJ No a. If yes, what is the amount per month?-2.-tons b. If yes, will an existing solid waste facility be used? MYes ❑No c. If yes, give name _fk,•0 D j AAA)Py j _ location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes �No Page 6 of 21 r e. If yes, explain: 17. Will the project involve the disposal of solid waste? ®Yes ®No a. If yes, what is the anticipated rate of disposall tons/month. b. If yes, what is the anticipated site lifer years. 18. Will project use herbicides or pesticides? VIYes ®No 19.Will project routinely produce odors (more than one hour per day)? ❑Yes 191No 20. Will project produce operating noise exceeding the local ambient noise levels? ®Yes �No 21.-Will project result in an increase in energy use? Yes E] No / If yes, indicate type(s) G RS `L u-F-Cq?-i( 22. If water supply is from wells, indicate pumping capacity — gallons/minute. 23. Total anticipated water usage per day gallons/day. 24. Does project involve Local, State or Federal funding? ®Yes M No If yes, explain: i Page 7 of 21 28. Approvals Required: Type Submittal Date City, Town, Village Board ®Yes ❑No City, Town, Village Planning Board ®Yes ❑ No City, Town Zoning Board ❑Yes ❑ No City, County Health Department ❑Yes ❑ No Other Local Agencies ❑Yes ❑ No Other Regional Arliencies ❑Yes ❑ No State Agencies ❑Yes ❑ No Federal Agencies ❑Yes ❑No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? Yes ® No If Yes, indicate decision required: ❑ Zoning amendment ❑ Zoning variance ❑New/revision of master plan ❑ Subdivision Site plan ❑Special use permit ❑Resource management plan ❑Other Page 8 of 21 , t 2. What is the zoning classification(s) of the site? Arc 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? A - C- 6. What Is the maximum potential development of the site if developed as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? Y"'Yes ❑No 7. What are the predominant land usels)and zoning classifications within a A mile radius o�proposed action? 8. Is the proposed action compatible with adjoining/surrounding land uses with a Y. mile? Yes ❑No 9. If the proposed action is the subdivision of land, how many lots are proposed? a, What is the minimum lot size proposed? Page 9 of 21 r . . + 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? ® Yes 10 No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ®Yes Irm kNo a. If yes, is existing capacity sufficient to handle projected demand? ❑Yes ❑ No 12. Will the proposed action result in the generation of traffic significantly above present levels? ElYes LiMNo a. If yes, is the existing road network adequate to handle the additional traffic. ❑Yes ❑No D. Informational Details // Attach any additional information as may be,fieeded to clarify your project. If there are or may be any adverse Impacts associated with your proposal, please discuss Such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. / Applicant/Sponsor Na eDate cc 3f— Signature O JO O J� Signature Title If the action Is In the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 Town of Southold • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detaillisting both supporting and non supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#—:]'; _ Q Z _ Z PROJECT NAME e.W W 1 Er(2 W The Application has been submitted to (check appropriate response): Town Board M Planning Board M Building Dept. © Board of Trustees i. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) 0 (c) Permit, approval, license,certification: El Nature and extent of action: Location of action: MR I N F.D . Site acreage: 2- J Present land use: ACANT Present zoning classification: A -C, 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number: Area Code ( ) (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. [—]Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes [] No Not Applicable V-1 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III— Policies Pages 6 through 7 for evaluation criteria Yes [] No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes 11 No K Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No 0Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. © Yes E NQ Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes 0 No[X Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 0 Yes ❑ No R Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. E Yes❑ No ANot Applicable Attach additional sheets if necessary WORKING COAST POLICIES 0 i Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No XNot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. [:] Yes ❑ NoIq Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies through 65 for evaluation criteria. 6 Yes ❑ No❑ Not Applicable e Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY TITLE DATE Amended on 8/1/05 _1 FOR INTERNAL USE ONLY• {�jj SITE PLAN USE DETERMINATION Initial Determination Date: I �k Date Sent: Project Name: -T-A-cv- U-)acv- �f n �yaa�s Project Address: #8535 PILL) t6e,911� L67yga') Suffolk County Tax Map No.:1000- 7' - �'IZoning District: Ac Request: o vc rP i T A t,JJ&z:W TEST11t1 df)1,,/✓1 (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: //;F /0e- /7 Initial Determination as to whether site plan is required: S'iT PLl� ti 2£Gwi �1 VAe1 f Signatu eof guilding Inspector Planning Department (P.D.) Referral: P.D. Date Received:—Al / / _ Date of Comment: Com nts: OJe c,rce 4, Tg s � D41 u, ila< <o TeJi .J 7�z1,.,y wC JrCe�aJe 7Y Pim v i ure of Planning Dept. Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector ~ F1e w 1'doffiiar Help ' I ► .►i � RVI' 75 2-2.11 k .School: SSouCtiul+f 5c�l�Io6 #R!a u t 1Ro�iir mn 2005 t' # taf,r+gh " LandAV.7,100. ' mad 2B 40 aeras 1 tk" 7100 t_ efr �aiAiscellaneous77— � id1 ffp 7 f00' Book: 12224 T Pages of 0.0 Ac 'f SOe� iii Landoa0af0 Bout r{ f t ', Sale tit 'aaka PIh` rf [rgh t 5 f � R. i d k LI E fees »pv r . i iiPOOR.N(OT'I'tl"I! iak 0 Tefm �7iVdY 8wdrrrJ Total: Sa�N ' � t �� � Type ` '�fgve�0 , �fq pkm'f ' kinr2` S41:T Yrex�Ilk � t k in god f Qt , p 0Q { + 0 { ' ..: k i i r9 _n°„�ic' & ` p4 iN N_a_4l ...• �.ti.,,,.il ,.. ` 'd+. _v... 9 �_{ .;_ ! '�„ .i �j .. pN :�'t`. 5lart ®' jMPlanning A,pp6cakicin jQInbox-locrosoFt...j ®hGcrosoft Excel- - l MapInfo Professio.., 40Rps Yeesi,oi , O S. ..2 / M o- r 50j/ /�✓�// / / / / "fix S •' e / 4 Z o- � / ay �• •`"lF � ai MW LASER FICHE FORM Planning Board Site Plans and Amended Site Plans ERecords NNED SPRe Type: Approved Project Type: Site Plans FEB 7j Status: Final Approval anagement SCTM # : 1000 - 75.-2-2.6 Project Name: Duck Walk Vineyards 12/05 Address: 44535 Main Road Hamlet: Southold Applicant Name: Merlot LLC Owner Name: Merlot LLC Zone 1 : A-C Approval Date: 5/8/2006 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 5/9/2006 Zone 2: Zone 3: Location: located on the n/s/o County Road 48 approximately 546' west of Maple Avenue in Southold SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCAN Date: PROPERTY INFORMATION: Charles W. Southard Jr. Full He[ ht PROPOSED owner, MRoad LLC, SHOULDER WORK AREA Curb DRIVEWMain AY Addross, ad RGI--f I TE:GT Southold, Ro Soukhold, New York ENTRANCE 5/s 4_/ FT I/4� ' / PT Suffolk county Tax Map %: 1000-"I5-02-2642.'7 4400 Veterans Highway Zoning: A-G Suite 20'1 ONLY Proposed Use, Wlnar an y Phone:e: (69049115420 road work Driveway Gurb DRI�/EWAY SECTION Usa A-2 Wlne phone: (630491-5229 V � l c I / ` 5ectlon 9ei ry! SWMRrc.4i NTS Fire Hazard: Low GOMt/YlGtlOn: Type 517 1 o NOTE: fV OHLY ' I§'01^ x,' - (au Details show method of sloping and constructing drlvewaL� L o aprons, where concrete sidewalk Is not required IE "Dirt' water tight Cover A. TL• °O o driveways not specified the drlveway is tote constructed or Inlet grata to grade 15" RGP C, V OR GGP ® o� 1`" 1 • / I \ 4 1 of 3" of Item (608.0201and constructed to the layout and a oro cNv R\ slopes showd n In these etails. =_=______ . NN AIR\5YS M ao'I a \�' c ----- -8 (VN T A II I T CIO.X s, ' Permanently Installed signs at a min 15" dial. reG st dome J 4 y� y' p 's clear height of not less than T-O' RC.P PI e p 4 O `• i- i above grade. (2) Signs shall be back TOP 'S „ o al IOW 4" for to back for visibility from both directions EXIST. PAVEMENT BINDE12.5" m 2 ° flrlAl ad Ustment 1 io ol�x ` along access road. Ical 4 Locations) gP BASE 6" ° r o o casting ° a� 0❑❑❑ ❑ ❑ ❑❑❑0 " 10' dla ❑ ❑ ❑❑❑0 500'+/- ° H SUBBASE b � 8a� precast 0000000000 1_ • (-y ) Ztem0403.0903 (full depth) ;O DRO 1 15 Fi.GLV OR G IGURB 1RANSITI leaching p ring 0 TP. 20 ❑❑❑❑ ❑ ❑❑❑0 m PA\/ING DETAIL N.T.s. 0❑❑❑❑ ❑ ❑❑❑0 a * 3 cellar 00000 ❑❑❑❑0 V 3;,*? MEETING EXIST. ASPHALT PAVING of clean 1.{, lO:- PO LIG EXIT (NO RESURFACING) sand � Q .� Via_ _ a.. t -, ONLY 0❑❑❑ ❑ ❑❑❑❑0 µ 6 no _� Gravel 0❑❑❑ ❑ 0 ❑❑❑0 L shoulder ; 73' �� Item 10405.0905 Saw Gutting Asphalt/Concrete m e0 EO © E t I Item 402.09890IM 4 402.09891IM Top Course 0 ❑❑ ❑ ❑ ❑❑❑0 B S+ \ Item 402.190901M 4 402.I9091IM Binder Course Precast \ I _ Item 402.818901M 4 402.398911M Base Course Footing Ring O la. c Item 19304.1011 Subbase Course Used If soil E 'Q conditions require _ in 0" x 12" - - — — - Fy-F HP.]030' �� Bottom of Pool Pavement Arrows shall be painted at entrance 5001+/- and exit to assist In site traffic circulation - `. - Typ . Leaching POOI Top of Pavement °� v.. SITE TRAFFIC S 1 GNAGE ". SITE DRAINAGE GALGULATIONS: NTS area Material area run-off Goof. Rainfall = volume = V,ff. m Area A =1894 a.f. 29 v.f. Vno houlderj ughte poirtmg down a Parking Asphalt 0565 100% =.169 =1430 .\ / and •hislde Lander ape Grass 5082 15% =.169 =129 CONCRETE CURB �Feo-o., . Building Shingles 1900 100% =.169 =919 �5�wa so TYPE A, ITEM 10609.2001 Area B =1512 c.f. 22 V.P. N.T.S. Parking Asphalt '7919 100% =.161 =1512 ' Maintenncand Protection of Traffic Plan (MPT X Area Landscape Grose 6934 15% =.169 =229 s G =955 c.P. 5 VS.ae 9rF y / According to Figure 302.9 of the N.Y.5.D.O.T. in E NOTE: The end of curb not abutting existing curb Parking Asphalt 1619 100% =.169 =290 ° E Manual of Traffic Control Devices Ithonla contour Series Model KSEI 905 R450 Aluminum post shall be ramped down to zero height reveal in Landscape 5rass 3409 15% =.169 =05 the last 10 feet at locations facing traffic. Area D =996 c.f. 15 V.P. shall be, NOTES: LIGHTING NOTES: Legend I. Lighting flxkurse Parking Asphalt 3441 100% =.169 =594 a. Llthonia contour Serie 'Model KSEI 105 R45c 5P09 Landscape Grass 2216 15% =.169 =05 (00.00) Existing Elevation 1 . See Sections 234.10, 238.1, 238.4,238. 1, 254.2, 301.2, Tjpe IV '10 watt High Pressure Sadbm, dark bronze Building Asphalt MOO 100% =.169 =919 00.00 Proposed Elevation and subcha ter 6. oorroslon reeistmt polyester powder nnish, full cutoff Area E -694 c.f. 10 v.f. T.G. Top of curb p light fixtures an pole o 95' above grads 2. For Transition Length, L see Section 301 .12 1—I b. Llthonia contour Serbs 'Model KSEI 105 RAW - Pols base flush Building Shingles 9800 100% =.169 =694 T.G. Top of Brake i�l with grade Elev. Elevation Type Iv 10 Watt High Pressure sodium, dark bronze TOTALS 5351 c.P. 99 vf. H.P. High point B. "Al I lanes must be open to traffic before I0:00 AM aorroslon raelsta t polyester powder finish, full cutoff U" lo' did. Rings 0 66.42 c.f✓ v.P. 5951 /60.42 = "18.2 Y.P. p light fixtures mounted on wall a 10' 4 20' above grade and after 3:00 PM. No one closings are permitted (20' wall mount • overhead doors and loading dock• area 0) on weekends or holidays. NI httime, lane closin s will y g 2. All outdoor lighting fixtures shall be shielded on the tope CAST IRON FRAME d GRATE not be permitted without approval From 5tate-Permit and sides null a,t-off) and forward throw. CAMPBELL FOUNDRY PATTERN Inspector." Concrete Pole base #100713 OR APPROVED EQUAL r 51TE L16HTIN6 DETAIL 8" DIA. x 8" THICK. 4,000 Site tail' not to scale PSI REINFORCED CONCRETE Site TTraffic Circulation Signag Site Traffic Glrculatlon Signa TRAFFIC COVER. USE #4 BARS Maintance 4 Protection of 4' 0.0. EACH WAY Traffic Plan (MPT) LONS s A RAILROAD Finished Grade As hOlt _ •;•.tie?=;,e:�e:e:. gyp® i ALLOW 4 FOR ' 0❑❑❑ ❑ ❑❑❑❑0 LU eTy FINAL ADJUSTMENT _ ❑❑ ❑ ❑000 . ,4 OFGA5TING 0❑❑❑❑ ❑❑❑❑0 -. >- NEW WINERY FOR DUGKWALK 0000110 ❑❑110 " 3' COLLAR OF 0❑❑❑❑ ❑ ❑❑❑0 p CLEAN SAND 4 00000 00000 �'� GRAVEL 0❑❑❑1-1 ❑❑❑❑0 REINFORGEDCONGRETE 0❑❑❑ ❑ ❑0❑00 LEACHING RING5 TO TEST ' ,=° 000❑ ❑ 000110 4000 PSI ®25 DAYS MAIN RD. - ' SOUTHOLD, NEW YORK o PQ — — — - SOTM •: 1000-95-02-2.5 4 PQ 10/25/05 MIN. Diameter MIN. 11/29/05 1/29/06 MAIN ROAD 2/6/06 MAIN IQp yD Storm Water Leaching Gatch Basin 3/2/06 2 N.T.S. 9/19/06 9/21/06 SITE= L.00AI I ON PLAN 4/12/06 2 of 2 scale 1"=600.0' 0 NYS DOT MAP OF ELYSIAN FIELDS L \ " NNom oGr`o°�o � w '�-E FREPA4REP FOR LOQ PAFvs hfffiIlgLOT LLC W E ROP / o RP, 0 ti2 No� oF yFNa �� SITUATE: SOUTHOLD c °� P �G �a�o P� F P C P TOWN: SOUTHOLD S ss,B s aS�s SUFFOLK COUNTY, NEW YORK �9=Aa- SUFFOLK GOUNT ' TAX # 05 4 - 1000--15-2-2 PtoP o 4 I 1 (1 PREPARED MAY 5, 2005 Q, MAR - 9 2006 V a� m. - g 1---- � TOP 15" � � � �2 G �� H ROAD �ex[sting paV't / BINDER 25" A OI m p O ^ oo BASE 6" Q \3\ 10T: SUBBASE 6" APPIJCAOMerlot LLC / �2�' o 591A]Bicycle PWh ITEM Io405 ONO5(FULL FEE N Il Pool Aeffibnscm Stab®®,NY 1177 DETAIL Key Map MEETING EXI5T ASPHALT PAVY (NO RESURFACING) Y r�l la4oE o4o3 MAIL EUI FUM .i5PH/+LT /corvcRFTF ITEM TIECIS30111 e /O]0M TO 9B311P 1J ` F ` IF 4G2 40901,1 B ITEM 402AB411M BINDER E01/Ri /.q� /� ENI 40231B901M 1 ITEM 40231d111H BASE COARSE ITEM I130410H - & Pe- 1 s SHOULDER WORK AREA � 1 �° _ _ \ � ':T 1 END EXAMPLE OF TRAFFIC, CONTROL ` ray° 9 u �o@ V, ROAD WORK AT OULDER WORK AREA ?Co _ �� ACCORDING TO FIGURE 302.9 OF THE NY 5D O.T. ` = 1 �tc� e 1 MANUAL OF TRAFFIC CONTROL DEVICES - @ _ ` , , 6 1 �`� eY(°" V-6458 SF X .1- X - _ `pa ° V=643/42.24 / SGALE: N.T.5KY NOTES \ dyd D / PROVIDE 2- 8' DEL . / 8' DIA. FOOLS U o F I. SEE SECTIONS 234 10, 238.1, 238.4, 23b 1, 254 2, 2 XI � � 301.2, AND SUBCHAPTER 6 d�pG N G 2. FOR TRANSITION LENGTH, L SEE SECTION 30112 N / aY� die p � em°Cry tl LEGEND a? �� i "tl _ — �' — >L of 570RN1 WATER L€AGHINGbn TIn�H rnirwc. n - .IT'J e/�MPeeLL voLMRY PrYTRN 0 e CATCH BASIN oc�c,..m.cVev acuu � FLA6GER C 1� _ " o n e " qp 6" E ) FLA& TREE i° ,o° WORK AREA ( �� P �( P- ` N �' OH00 1 e9n°ra:c".n`�o�`:e°m...' d o °o°d yrD \ lJ o oMoo �- w A°.ILL o .k m I ,a d. NO II CONE - o�os wp SHOULDERDDOnnxml.�me"na. / O 0 � o o' N A N I MIN_- 3 / 50O's 9�N � vinMeTER s N n � o> 30� SHYORK OULDER -/J /�P 9 ___ —_ Iv<P`✓' -- --�; WORKER // e T'�- I Ls ,. � y;'w ""� STATE � � ! 4 DEPT OTRANS. lq— SITE PLAN APPROVAL AL W PATE: PROPOSED 9 b °w m �e �O PROPOSED H' tl DR1Vewnr I FULL HEI6HT CURB— UR NOTES= CONCRETE CURB 1 ' - T CONTRACTOR WILL GLEAN EXISTING DRAINAGE BASINS ALONG AND Y SEE ,OTC FOR TYPE . `- IMMEDIATELY ADJACENT E THE ROUTE 25 FRONTAGE AT THE ---�`----^, ASPHALT DRIVEL^+AY ITEM 1N.T.5. 001 ` COMPLETION OF GONSTRUGTION DRNEWAY CURB SECTION N.T.S. NOTE. THE END OF CURB NOT ABUTTING EXI5TIN6 OLRBie'm'i SHALL BE RAMPED DOWN TO ZERO HE16HT REVEAL IN THE LAST 10 FEET AT LOCATIONS FAOIN6 TRAFFIC, REPAIR EX15TING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER ° .w.. ELEVATIONS REFERENCE SUFFOLK COUNTY TOPO MAP5 - ALL PERMITTED ACTIVITY MUST BE GOORDINATED WITH THE ENGINEER-IN-CHARGE (E I G.) OF NYSDOT CONSTRUCTION PROJECT D259518M TO PREVENT M.PT AND DRIVEWAY SECTION A - A ,,,,_p,,,^,I„ ,,, m„�,,, ,,,,1% SCHEDULING CONFLICTS THE (E I C.) OF TH15 PROJECT Mr JOE LUDWIG, SHALL BE to�.�.o..�o,�..x�.p�,.,��l..e. CONTACTED AT (631) 134-7590 PRIOR TO COMMENCING ANY WORK xnLE. rva, C. �1 YT ¶�'� LAND SURVEYOR y��p/T �tlT T���'yq, ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 9 AM AND NOTES. ® JJ"�L��� LL �d `�D I.J1�E`� 'I A ®Il`� AFTER 3 PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS I DETAILS SHOW METHOD OF 5LOPIN6 AND CONSTRUCTING DRIVEWAY APRONS OR HOLIDAYS. N16HTIME LANE CLOSINGS WILL NOT BE WHERE CONCRETE 510EWALK 15 NOT REOUIRED J "DIRT" DRIVEWAYS NOT N.Y.S. LIC. NO. 50202 PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE SPECIFIED. THE DRIVEWAY 15 TO BE CONSTRUCTED OF 3" OF ITEM 608.0261 AND RBVi5ion5: 6 BAST MAIN STREET PERMIT INSPECTOR GRAPHIG SCALE 1"=30' CONSTRUCTED TO THE LAYOUT AND SLOPES SHOWN IN THESE DETAILS Oq-03-2004 01-31-2005 RIVERHEAD N.Y. 11901 ELEVATIONS SHOWN THUS e120.0' ARE PROPOSED 02-28-2005 05-05-2005 369-8288 Fax 369-8287 REF—\\Hp server\d\PROS\02-324b.pro PROPERTY INFORMATION: Charles w. southara Jr. Owner: MERLOT LLC / N/F Marlot LLC I Address: Main Road ARGH I TELT Southold, Naw York - - - - - - �\ - - -� - - - - I Suffolk County Tax Map s: 1000-"15-02-2.642.-1 4400 Veterans Hlghway \ I 6' high opaque self closing metal gates / - �` - '' � 1- - ' All corners welded Zoning: A-G Suite 2O"I J/ © 8' 8,�„ 8" Proposed Use: Winery I (23) I � 3" Hinge posts anchored In foundation wall, 2'0" Holbrook N.Y., II'141 \ \ ' 8" Thick cone. blk. Deep and anchored at top Into solid block wall. Phone: (631)4'71-5228 I _ _ _ Wall relnf. each tour s • Provide hot dipped turn buckle tension wire Usage: A-2 Winery (22), I At shaded areas all Walls to be 8" thick, split faced block to match naw Fire Hazard: Low Phone: (63104"11-5229 I \ ; Gores to be filled Building, with 3' Deep 8" Foundation wall. GOnstructlon: e 5b /W P.G. To anchor ' Poured cone. slab 6" thick, reinforced W/ 66/88 WWF CJ T DE T OP T DATA: Gate hinges Hot dipp13 ed galvanized fittings, pipe, hinge devices. Site Area : 28."129.5 Sq. ft. or 30.50 acres \ I ' Seta latch, pole caps, etc. Nota gate to gale. Bullding Area: "1600 s.f. Dipped after Welding Vila Asp Coverage: .1, % Provide hose bib for clearingthe area. \ O I Asphalt Paving: 1918"1 s f 15 % I •\ I DUMPSTER DETAILS Total Landscaping (Including Vinyard): 1301343 s.f+/- or 98.0 % \ `I \ Total Fronk Yard Landscaping: I'I3O2 sq. ft +/- or 1.3% \ 1 * Consult owner as to what Size container he Intends VINEYARD \ {©���\\`\` I , To use and adjust size to fit. Minimum oea 0,000 s ea ulra owe ro ose xis In . 2 OS ft. \ r Lot wldth at Road Frotae s . I (22) i Max Slope 1:12 lel. aximum m ervious Sur ace 2.6% 51dewal t Maxlmu Bulldln Height 3 2 NM Merlot LLC I ` \ \ s0 m Inimum on ar 50toacK 100 ft. 134 ft. I \ \ N/F Merlot L G U a Minimum Side 'rorcl Setback20 20 ft. + - \\ \ O m Total a lrorac p + - ' > Minimum Rear ar ac '705 Pt. +/- 155 ft. _ `\ Handicap Ramp Details \ I : not to scale Tasting Room: I space/200 0. ` I Permanently Installed signs at a 4000 0./200 s.P.= 20 = 20 spaces 1 I , dear height of 60"-80' above grade. Warehouse: I space/ 1000 sq.ft. Signs shall be placed as to not Interfere wltn 1000 s.f./1000 S.P. = I = I spaces ,\ I Ramp access or pedestrian sidewalk passage. Private I Tasting; I sp ace/200 S.F. _(210 I , Signs shall be made of self adhering vinyl 600 s.f./200 S.F. = 3 = 3 s aces N/F LONG ISLAND RAILROAD p \ 1a 6n 1a Offices: space/100 S.P. 200 s.f./IOO S.F. aces= 2 = 2 s (20) , •I 1 I , �- u600s9'oo'E 620.'16' TEST HOLE p Outdoor Tasting: I space/200 S.F. SOUTH SHORE EXCAVATION 2400 s.f./200 a.f. = 12 = 12 spaces OLE \ I I Jan. 1, 2005 Required = 38 spaces Provided = 38 spaces (Paved) m I ELEV.:29.5O' Handicap Parking = 4 30 Spaces (6eoblock Pavers) I \\ 9 IN. FNe,/i 0 !D"MIN. r `\ I : TOP''r5O L I. All site information was taken from a survey by John G. Ehlers, \MUMP5TER rmV 1 L.S. ; .June 9, 2004. -1 SEE 'DETAIL5v 0 / ` I I I 2. All work shall conform to the latest Planning Board specifications and standards. 3. The Developer must notify the Town Engineering Division, 24 hours In advance of the commencement ' TP r . .ems _�° / / / j/ \(221 I ' I SAND ! cSRAV L of any on site drainage, curb, or paving work. 0 I T �, �/ ,/jp !0 / i I I BP 4. The Developer must notify the Highway Engineering Department 24 hours In advance of the "e' 4 5 ALrE �/ .OPEN GOURTYA i 1 commencement , any off site drainage, curb, paving, NTS { driveway aprons, and 5ldewc 5. Town of Southold shall be notit,od 46 hours in advance of c•2125' 0 No Water Encountered O I Z all traffic control or traffic control device Installation I 0 , 0 6. All trking control devices, l I signor, signs, and pavement - - - - - - - - J , O markings shall be Installed In conformance with the ulde Ines i 9 9 '' / • � \ �/0 ! ONE STORY BUILD $ I I � � I I U OP the NY5 Manual of Traffic `ontrol Devices and as directed by the Town of Riverhead Dl..,.,lon of Trafflc Safety WOWXs\\ // /F.F. + .50' jry J Q 0 'I. All site concrete shall ba 4000 psl minimum of 28 days. 8. Location and grades For curbs and sidewalks shall be verified 6"M1 we with the Town of Southold HI hwa Deportment , S.G.D.P.W. y I IS" RG GP SOR ' /O \ © I COVERED ENTRI 1 �/' / LL NYSgg yy . d o N Y 5 D.O.T. prior to corotructfon 9• Allelevationsare In US.0.G6.5. datum Legend _ __ __ !0 T' ; ? 10. All landscaped areas shall have underground sprinkler N/P JAOUELINE BAUER ' �' O PCO \��I P° °� I 3 (2)double strand 01 Hiir II. Any b, in araor lance, , dNv®wn specifi or shoulder which 00.00) Pt, ting Elevation I SPACES P IL (00.00 Existing se larad ~ ~ HP W.15' .� O O © / \ �sDR 95 C ° 1 ' i 63' mulch e'�lo•nr xo] dla. stakes 2. Electric and Inlet °expansion joint beunderground.dth..Prom Elev. T •Q `curb h P F O P I 561095'00"W y ay p V GRA F 259.62' SIDEWALKdamagedp I burlap wrapsion T.G.2115' T 115' '{ \ T. .211 I , I - = 9 ph - Q H.P. oint 148. � \ wt„.naLL� _ 13. All pavement markings shall be thermoplastic (5uffolk County p n \ o spec) unless otherwise noted spy - 5 2006 I 0 T�RAN ITIO a' ' a, _l / i v fi Ik+\vu x 9' (21) \ ' AREA F WETLANDS FLAGGED I root ba11 Concrete street curb: "163 lin. Ft. _ ' W II I D LINEATED BY R. FOX OF iEALEVEL W _ Concrete 51dawalk: 1,916 sq. Ft.MAPP J /� z /� k , ON horticultural BollConcrete ., Itozrd I ? - A G TL. .TJ' i 1 1 T.G. 10° \ \�, ' AREAI b 30,148 S.F. OR .69 AGREE- - -Ind Asphalt paves curb: QI2 98 sq. Yards V{� W I ; / �I / • I RCP, DLIV OR CCP " i I g L O Il �1 / tig \ 1" dllam r11" trees: (28) 4 100' CLEARING LI IT LINE shrubs: (124) , wV� r Tree Planting Detail Area of natural vegetation to remain .I acres �AN I \. N H. . 21.00' \ / Z 10'O1AvX 5' ,` 32 SP%ES S ARIY.SYS M \ i I �A 'S AGES,. / , . . 2 510' \ I, \ *„»l000-,sa-as LANDSCAPING: I N - 1 • DROP ED CURB, I� E \ T I \Y I1 wP„,nuc T.c. Ts'w RE IS . I D ° T6. 210,00' + / Common name 5clentifIa name Spacing Size (Cal) Quantity (approx. • w J o RE A y� rs. . 010' l a I 6 5 A ERS v Q p\ ) �� s ;I J A. London Plane Platanus Acerlfolla 20' 3-I/2" (I I) n/nom V -3' I .p �/ \U, N �/ \ oI __� O \_- i �j 1 ~ ' - ..JJ B. Pln Oak Quercus Palustris 20' 3-I/2" (10) 7d ,�L'v avf-� p H.P 30b°' 10 DIM X R I " I U/ 0 0IM x 1 1 ' / G. Upright Yaws Hicks 4' 48 (22) T.G: ��� Tb..19910' 6.195°' I , / /� D. American Holl Ilex o aca 4' 24"-30" (I2) �A O 1�crn.x, / - H =10.TIs' j %/ N/F Merlot LLG I y p oyal� I \ _ �." to"6i0. wwp E Parsons Juniper Junlparus Dlvurlca Expanse 18" 24" s.p. 2-1/2' (65) I H.P.,10.50' /4 1 1 , Q _ 0 wF„.not uc 526D4270'E - ' Q ,,',\U / / �� \\ / • i ' �� 1 I 5o6s+ F. Dwarf nese Yew Taxus G ata Nana 24 p 2 1/2 U l ,, I Japa uspld 8" " s. (23) �Y: DROPPED G RB IN 16' R.cav O (G IGURB TRANSITI ' /r V R GGP T.P. o.o Install Underground Irrigation system along all landscaped areas, � UrHi Road frontages and buffer zones. ti sses'o"w NEW WINERY FOR DUGKWAL - TM 1000-15-2- .I I s,14' /F liquid asphalt seal w P GE BL K 21 5 AGE IO , s N Merlot LLG ' JON T.LTE 1 . P saw cut 1 I/2" top course ( N.Y.S. Type 6F) S iOr 000 �,° ° Qs33 'i } -�.r \ d I DEO® © ©©© ©©® © ®� GE EO©Vb ©©b © © ®©I E 6'Q ©d r ©©1 \\ � I WPJEAWITEJEROME 4 stabilized Dense 6rd. Aggr. ( Item 2010 T o \ 51 THOMAS JEROME stablllzad soil 2" Type 6F Asphalt ' GRA55 u) (�O) c 41 - thick Dense 6 ' N GRASS III �, I \ I N/P JAQUELINE BAUER k coat r. Aggr. N I in �7 - --r 0 k V2 radius 6" stablllzad base © © A c c O9 AGT} © O GG © jy�® \ ' © © O © �© O G� © OA �©y 5© ® © © �©y © ® ©j r9 ) 9, - A" �r d,' %i.� K%J 'Y V'r.2 C'v' E"''"' ""' ° ki.,' 1'i..w � �'<+-T_ - R �"' MM 50704159'1 'U _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ 66 yq 511 , ;� - - - - FH H.P.2050' ��_ - 9 65 Rebar "g hick concrete side alk Reba MAIN RD.Y�� - - - - - - - - - - 25oT595 S qd O W ` \\ 55.38 POLE TO BE MOVED �� s59D11so"� �' b' Som acted fl base r 5OTM #; 10, NEW YORK - - - - - - - - - - - - - - - - o ib p II , � II \ I l of .� o - - T.P. Vol1 '\ 90554' 10-75'oo"w - n� .�,`,z, r1 SGTM •: 1000-15-02-2.5 CURB TO TERMINATE TO I 191.-19' iOd "�'�' EDGE O"XLSTIN6 PAVEMENT r.P. ZERO REVEAL ATT T. . 9. T 9 Iq) = R16HT OF WAY LINE ! oo.,W---- � - - mow_ ____ ____ __ ___w____� ____ ___________w_____,_____w___1_w_____w_____,_____w_____w_____._____w_____w____�„2O).__--___w- -.-----w----w----"----- I /6 06 -. _w _w EXISTING WATERwMAIN " r 125. ONSITE R.O.W. sawcut 2/6/06 SITE FLAN goals,RO?�D Shite Rodd 25 OVERALL SITE FLANStreet Repair, Curb, Sidewalk 3%216 5Ga1e "=200.0' Site Curb $ Pavin (Item 17A) 4/12/06 10f 2 scala I"=20.0' I / SHOULDER WORK AREA Full Height PROPERTY INFORMATION: Charles Al. Southard Jr. Curb PROPOSED Owner: MERLOT LLC RG H TE:G T DRIVEWAY Address: Main Road Southold, New York ENTRANCE 5/` 4+. / FT 1/44" FT Suffolk county Tax Map #; 1000-95-02-2.662.'1 4400 Veterans Highway / suite 209 ONLY , -,,.. ,, .; : „ , ; .';. ' :.. :.. ::, ;;;,, ';•;:;' toning` A-G en -0 Proposed Use: Wlnery Holbrook N.Y., 11-741 road work 'Mill \ Driveway curb DRIVEWAY SECTION Usage: A-� Winer Phone: (63U491-5228 \ \a�SDR 55 c T,c, 21 2 ° I 5ectlon g : y NTS Fire Hazard: Low Phone: (631)4"11-5229 Gonstructlon: Type 5b \ oENOTE: %IT IR'VIA x9' (2I) - =Y Details show method of sloping and constructing drivewQL� ;".x m aprons, where concrete sidewalk is not recLuired $ "Dirt' Actor tight cover 15" P c�hv OR ccP r - a driveways not specified the driveway is to be con5truicted or Inlet grate to grade ` i of 3" of item 608.0201 and constructed to the layout and X Of ° j \ yru slopes shown In these details. ____________ ` 6 N4��Nr�ARiY,sYST M .s .5o'I =I c a --- ___ , _ `-= A \ T. _ J O RE A J\ ° TA. ?0 e' t �, Permanently Installed signs at a -g ryry T. g min 15" pipe prec st dome 11 B `. p s)-nr, e' clear height of not Ie55 than 'I'-O' 6 1 O \ i QQ ; above grade. (2) Signs shall be back TOP 'S -- - m Ol lOW 4" for to vl�x 7 u -� to back for visibility from both dlractlons EXIST. PAVEMENT BINDER 2.5" m „ m e final adUstment along access road. (Typical 4 Locations) BASE b" O r m o oa5ting T.P. O H. .2o.n'S' Q 0I@LI 0❑❑❑ ❑ ❑ ❑❑❑0 I _ SUBBASE 6" R�1Qdw 10' Clio ❑ ❑ ❑❑❑0 500'+/- o ; % :� precast 0❑❑❑ ❑ ❑ ❑❑❑0 1 (2 I Item 10403.0909 (full depth) O �DROPP URB IN 151, R.G1jV OR G CURB TRAN5ITI leaching 6 T.P.30.0ring 0❑❑❑ ❑ ❑ ❑❑❑U 0 PAVING DF-7A I L N.T.s. s' collar J I EXIT *MEETING EXIST. ASPHALT PAVING Of clean 0❑❑❑ ❑ ❑ ❑❑❑0 > (NO RESURFAGIN6) sand s +-+ 6 no \ 24. 0 ONL i Gravel 0❑❑❑ ❑ ❑ ❑❑❑0 m F shoulder G i 00OV0 Item 10403.0905 Saw Gutting Asphalt/Concrete 0❑❑❑ ❑ ❑ ❑❑❑0 O EOE E99 I \ Item 402.098301M 6 402.098311M Top Course PreCaSt 00❑❑ ❑ ❑ ❑❑❑0 Item 402.198901M 6 402.198911M Binder course Item 98901M 6 402.598911M Base Course Footing Ring O $$ b-0' Item 1"1304.1011 subbase course Used If soil C gn conditions rnecplre e hF H.P.3050' Fla-' N 8" X 1211 Pavement Arrows shall be painted at entrance T Bottom of Pool and exit to assist In site traffic circulation . , Typ . Leaching Pool Top of Pavement SITE TRAFFIC SIGNAGE SITE DRAINAGE GALCULATION5: NTS N '^ N area Material area run-off coof. Rainfall volume = V.P. n0 \ Area A =18-74 C.P. 2'1 v.f. shoulder\, lightspolntin5 down Parking Asphalt 8565 100% =.16-1 =1430 \ and ahlelded "' � Landscape Grass 5082 15% =.16"7 =12"7 / CONGFc1L7E CURB Building Shingles 900 00% =.161 =311 TYPE A, ITEM 10609.2801 Area 5 =1512 a.f. 22 v.f. I N.T.S. Parking Asphalt 771"7 100% =.16'7 =1512 Maintenanc . and Protectior --)f Traffic Plan (MPT Landscape brass 0934 15% =.16"1 =225 Area X G =355 c.f. 5 v.f. According to Figure 302.1 of the N.Y.5.D.0.7. in NOTE: The end of curb not abutting existing curb Parking Asphalt 1611 00% =.169 =290 Manual of Traffic Control Devices Llthonla Contour Series Model K5EI 905 R45C Aluminum past Shall be ramped down to zero height reveal in Landscape brass 5409 15% =.16"7 =85 LIGHTING NOTES: the last 10 feet at locations facing traffic. Area D =996 c.P. 15 v.f. NOTES: I. Lightin Parking Asphalt 3441 100% =.169 =594 Legend g fixtures shall be, a. Llthonla Contour Series Model KSEI '105 R45_ rJ'POA Landscape 6rass 2216 15% =.169 =85 (00.00) Existing Elevation I . See Sections 234.10, 238,1, 238.4,2551, 254.2, 301 .2, Type IV '70 watt High iPressure, Sodium, dark bronze Building Asphalt 1900 100% =.169 =319 00.00 Proposed Elevation and 5UbG1'IQ ter G. corroslon-reslatant polyester powder finish, full auto!! Area E =634 c.f. 10 v.f. T.G. Top of curb I- light fixtures on pole a 15' above grade 2. For Transition Length, L see Section 301 .12 b. Llthonla Contour Series Model KSEI '109 R49C - Pole base !lush Building Shingles 3800 00% =.169 =634 T.G. Top of grate Type g with grade TOTALS 5351 c.f. -1y of. Elev. Elevation 1� T e V "f0 Watt High Pressure Sodium, dark bronze corroslon-roslstant polyester powder finish, full auto" H.P. High point 3 "AI lanes must be open to traffic before 10: 00 AM light fixtures mounted on wail a 10' ! 20' above grade il 10' did. Rin s ® 68.42 a.f./ v.f. 5351 /68.42 = 98.2 v.f. and after 3: 00 PM. No Ione closings are permitted (20' wall mount 0 overhead doors and loading dock a area C) on weekends or holida s. Nighttime lane Closings will y g2. All outdoor lighting Fixtures shall be shielded on the tope CAST IRON FRAME � GRATE not be permitted wlthout approval from State ermit and sides (full cut-off) and lorKard throw. CAMPBELL FOUNPRr PATTERN CH inspector." #100'75R APPRO OED EQUAL ��p%JT p concrete Pole base �P SOUt7yp r 51TE LIGHTING DETAIL W DIA. X 8" THICK 4,000 m * Site Detalls not to scale 2 _ Site Traffic circulation Signag PSI REINFORCED CONCRETE R Site Traffic, circulation Signa TRAFFIC COVER. USE #4 BARS As Molntonce 6 Protection of @4' O.G. EACH WAY sTA F Traffic Plan (MPT) O 6 ISLAND RAILROAD Finished Grade AS.phOit bop® { ALLOW 4" FOR ::avow JU y FINAL ADJUSTMENT JU o❑❑❑ ❑ ❑ ❑❑❑o Q OF CASTING w { o❑❑❑ ❑ ❑ ❑❑❑o > ,; NEW WINERY FOR DUGKWALK Z o❑❑❑ ❑ ❑ ❑❑❑0 d 51 COLLAR OF 0❑❑❑ ❑ ❑ ❑❑❑0 ULL, , y GLEAN SAND > 000❑ ❑ ❑ ❑❑❑0 ::i` � rn GRAVEL LU a o❑❑❑ ❑ ❑ ❑❑❑o Q REINFORCED CONCRETE ;,`( ;(,;..'! 0❑❑❑ ❑ ❑ ❑❑❑0 LEACHING RING5 TO TEST 0❑❑❑ ❑ ❑ ❑1_1❑0 4000 PSI @28 DAYS MAIN RD. SOUTHOLD, NEN ORK 000-5Y 2- 2.5 m MIN. Diameter MIN. 1I1I/2//0 5 11/2q/010/25/05 I/29/O6 MAIN ROAD 2/6/06 MAIN ROAD Storm Water Leaching Ga -Gatch Basin 3/2/06 2 SITE LOG?rTION PLAN N.T.S. 3/19/06 3/21/06 4/12/06 2 of 2 scale "=600.0' Charles W. Southard Jr. ARCH I TEGT 4400 Veteran's Highway Suite #20"7 Holbrook, Naw York 11141 Phone (631) 471-5228 Fax (651) 4"11-5229 12 Green - Standing Metal Green - Standing Metal Diego - Stone Seam Pooling Blege - Ston Seam Roofing 12 Cream - 12 �8 Cream - Wood or Hardie Hardie Siding \� // Cream - Wood Hardie Sldln r / N / m B11 11 111:151, lege - Stone 24'-0" Blege - Stone Diego - Ston Cream - No or Hardie Siding KA'O.. SOUTH ELEVATION (Front Entrance) scale 1/8" = 1'-0" Groan - Standing Metal Seam Roofing Cream - Wood or Hardle Sldln Green - Standing Metal Cream - Wood or Seam Roofing 12 Hardie Siding Cream - Wood or Breen - Standing Metal Hardle Slding �8 Seam Roofing 12 12 �8 �8 til ' r ® / HALK / / // N LJIHLIL m Diego - Stone Cream - Wood or Ble e - 5tone 24"O" Ble e - Stone 30'-OHardleSlding 50'-0" Cream - Wood or Hardle Siding NORTH ELEVATION (courtyard) scale 1/8" = 1'-0" ELEVATIONS With COLORS 4 MATERIALS Green Stonding Metal Beam Roo In �n��u��uunu�9�Illlllll Blege - Stone 12 12 oi ' 4 k@w 2 4 2006 [^ m m I Sdmnof T"ig�� I Z!, Biege - Stone Gregm - Woad or Biege - Stone Cream Wood or IBB" Biege - Stone 24'-O" O24'-O" BHardle Iding Hatl le s0dinV`iagdo B-OB�go - ong0uthodNeW Yor- Wood or ' k Hard[,! Siding eOi��� eo'-o" SOTM#1000-15-2-2.5 EAST ELEVATION 2/01/06 WEST ELEVATION 2/14/06 2/16/06 A - of TEST HOLE HEALTH DEPARTMENT SITE PLAN Charles IN. Southard Jr. -cast Iron covers f -., SOUTH SHORE EXCAVATION FINISH FLOOR cask Iron covers f finished frames - to grade Jan. 1, 2005 PROPERTY INFORMATION: /4RGH Ti=GT ' ELEV.:25.50' Owner: MERLOT LLC, 4400 Veterans Highway frames - to rade / ___ B" traffic TOP SOIL Supe 201 SLAB N eRavE +21.90' >i g grade , Address: Main Road O O Southold, New York E fl 11 SM Suffolk count Tax Ma #: 1000-15-02-2.642.1 Inver +19.25 _ 4" m 4" m bearin cover y P Holbrook N.Y., 11141 ,24"_..,, d. 24"- 24" `24" 24" '24" g Zoning: A-G PI h I/4"/' N 8' traffic i� Phone: (631)411-5228 _ bearing coverO_'c- -24". 3.0 -2Q- Invert +11.'15' Proposed Use: Wlnary „N - Plaw Ilse Phone: (631)411-5229 Invert +1900' - � 6 I Plow line I " Plow Ilne to Leaching pool : Invert +1825 from Kitchen Invert +18.50' min 4" dia. � Usage: A-2 Wlnary N/r LONG ISLAND RAILROAD class 2 0 PlP4nln 4" dia. min 4" dia. 8" B" class 2400 pipe 5AND f RA Fire Hazard: Low to 5eptic Tank P P � min 4" dia. class 2400 4' II uld SP b Gonatructlon: a 5b p _ 4' liquid � Pitch I/8"/' Tl1 I� class 2400 pipe Pitch 1/4"/' ct : - 11qula PP (3)8' OD. VER S T D OP T DATA: N6OD35'00"E 620.16' Pitch 1/e"P ----4" 1 In -- -PIPES 20" O.O., IN. 18" 11, NTS Site Area 1528'7295 sa ft or 5050 acres monolithic olithic ••� BELOW LIAUID L I No Water Encountered Site c Area: : .5 s.f. 8' diameter jk.. Y� 10' dlameter 10' dlameter Site Coverage: .5 % Grease Trap Septic Tank Septic Tank m . i SANITARY DESIGN: Gast Iron Watertlght Cover to Grade Gast Iron Waterti ht Cover to Grade Flow Calculations: 6 c 6 Equivalent Wastewater Flow Calculations -------- --= -8 -`-"'N= -= =-_--- -"_:-- .--..- _-_--- ----------------- Invert -____--__----_-` :-S Total Akericulturec�use c="1.50 Acres Invert +115' --- N Invert +Ib.YS' -N 9 i min 4" dia. min 4" dia. Total Non Developed Land = 20.9 Acres - __- Prat st Dome close 2400 pipe �Prec st Dome - - - class 2400 pipe p p LAND for WINERY = 2.1 Acres \, I allow 4" for I8" Drop "T" For allow 4" For = 2.1 Acres x 600 gpd / •'� final adjustment \ final adjustment allowable = 1260 gpd max. flows --AREA TO REMAIN NATURAL - ' ofrusting _DIS rlbUDlon Pool of ousting I 0L7❑❑ ❑ ❑ ❑❑[ ]CI❑❑ ❑ ❑❑❑❑CI a Flow Galculatlonson � 10' dia - Sanitary Design (Private �Tastina) 10' dla f]n17L7 � El EJ - - - 101-f❑t�� ❑❑LI❑ ] = 5 a recast - -- - - - - - 6 precast - - g ons/ pars /day I 0 P IJ❑❑I� I_ .1 ❑ D L]I_ ` o� 11 L-111❑❑ 0 C]L1 L}f1 m = 5 gallons x 56 occu ants- 180 d ry leaching > caching : - 9 P - 9p I _ +_ Sanitar Dasl n (MalnTastlna) 1 ring ]CI LI 1 I ❑ I� : I❑110 ring n❑❑❑ ❑ ❑ ❑❑❑0 m = 5 gallons/person /day I = U❑I�❑ ❑ Ll ❑❑❑p 0❑1-11 11 ] ❑ ❑❑❑0 - 5 gallons x 190 Occupants= 950 d 3' collar -- - N 9 P 9p N 3' col lar -- 0 L1❑1� ❑ ❑F]]I❑CI Ol of clean ]f. .. ❑ ❑ ❑ ❑ �L 0 Q Sanitar Design (Storage) 0 of clean fl- yTr " z 1- 0 sand f CI❑❑❑❑ ❑❑CI❑1] m = .04 ga I Ions/ sq.f t. /day 0 sand f Cl❑_ ❑❑❑ ❑ ❑❑❑I] -6 = .04 gallons x 1093 s ft.= 44 d z O Gravel CI -10❑❑ ❑❑❑❑0 Sanitary Design (Office) gP z I o bravel III IIS❑ ❑ ❑ ❑❑❑f] 4 u JL ❑❑ [J I1 L]❑❑l] Precast JLJ❑LJ Ll ❑ DUIli - .Ob gallons/ s .f t. /da u I - _ ' . .= 1 gP Footing Ring O la. _ c_ Footing Ring O la. c Ob gallons x 220 sq.Pt 3 d Used It 6011 E __ conditions Used If soil __ _E Sanitary Deslon (Retall) I , conditions require - ..... .�,. ._... __- .... - .. on require ...... ..._.._ ._ -- _. -__... - �- .-=--�= 03 gallons sq.Pt. /day _w _ tt - _ . z B" x 12' -_`. 8" x 12.1 = .O5 gallons x 2308 sq.ft. 69 gpd eo om of Pool Bottom of Pool 1L I I • ` , (L`It� - TOTAL SANITARY FLOW = 1256 &AL/DAY Kitchez' I 13C Tip Sanitary Distribution Leaching Pool Tlgp . Sanitary Leachinci Pool = 2.5g lions/esionperson /doga g as) 561035'00"W Fin. FI. Elev. + 21.50' = 2.5 gallons/ 226 /da 254182' = 2.5 gallons x 226 occupants= 565 gpd � . ' . '' ` • ' , ' '. . , ' , � . . _ , . mrert +19.25 Invert i ^ I TOTAL SANITARY ' F OW = 8 A \�^ do rh/q I System Deslan Fc\SS w coq„ _ ,I ig TM# 1000-15-2-2.4 �o�y O \\� ep(2)tic Tank =1521 4' deep d x = 4000 gal102 go' e I 1 _1N/F Merlot LLC, r�u �� I 0 / "' Leaching pools =1821 gal. / 1.5 gal./sq.Pb. P` - 0 -' -'ASE TRAP ,��� ' = 1214 sq. ft Ieae "g area ' 8' dia. x 5" dee " I AREA OF WE L AND5� FLAFa6ED • •` ' _ I m $ -cost P \0 I 1214 / 10' ia.Px 1 =deep r vertical ft. 11"1 cast Iron cover \t� \ 25 USE (4)10' dia. x 10' deep ring AND DELI E TED 'BY.R. r6X Or, SEALE' 1t1 ■ ■ ■ ■ (5)e" OD. CROSSOVER PIPES _ in)Vt * Grease Trap = Kitchen Flow = 513 gpd --- ',7-,72:-04,. - 6 ' . ' 0 9000 ■ 20" O.G., MIN. 18" BELOW LIQUID LEVEL SETIG TANK ' I I in -.____ _ ■ ■ ■ ■ / Use D' Dia. x 5 Llquld Depth Greases Trap Legend --- =�- -- LEACH b 10' dl ✓/ g � MAPPIN6.0 ` , ' - � �,. \\ O _5_0_00 IN / Q a. x 4' deep AREA = 50,49 S.F: OR .69• hGR(= POOL cast Iron cover (00.00) Existing Elevation i --' ,S,t 10' dia. x 10'kiee 00.00 Proposed Elevation `r; -100' G�EARINb LfM1T LI ry / /i%/'% P L'�f11 j- / P • \ ,3 cast Iron ever -- - _ T.G. Top of curb O O T.b. To of rate TM# 1000-15-2-2.5 N " �, i j a'el caatxA i����i,i /i : \ I 1 1 SETIG TANK P 9 \ •N ry WF Merlot LLG I %: \ ri, / ) 10' dia. x 4' deep Elev. Elevation r i,, r ::i �// ' : 7�a,\ / c H.P. High point �i/ •/ , \ /:/ ;. , - �sct\ e _i cast Iron over / i i O / ��% \ \ // ��iS �60077 L.50{6 EXPAN510A \ 0 /�l- / ��-- - . Suffolk Count Department of Health Services - ,', ant/ \ Approval for Construction-Other Than Single Family -x__82.-7��`/ VHe / A / A LEACHING --------- \ POOL ReferenceNo. C/0- 05'- ooso Design Flow 2/ HEALTH DEPT SITE PLAN Q + / R i�o ' I 631 Gi%i /// ;�ii�'^'� : LEACHING --�I O 10' dia. x 10' d -Morlot LLC U_.t V' TM# 1000-'75-2 2.2 \ o p �q POOL \ /.� m\ b"�ast Iron cava ------ I c / These plans have been eviewed for general conformance with Suffolk / tynj N/F Merlot LLC, lo' dia. x lo' deep- \ 526D42'50"E , z / i i- / Uounty Department o' Health Services standards, relating to water �' • .; . • m - 506.84 -_ �, �, o ! u / cast Iron cover \(4 i "h \ ' 4 i'uljply and sewage disposal. Regardless of any omissions, S mcoucistencics or lack of detail, construction is required to be in 50�Pi EXPAN510f� '\ s/! 0p, �I. '� r.ccordenao with the attached / • i _ U "� ;• \ s. �� e \ " \\ / ` 'k'ap IN .:moa,ds,unless�pccifically waived by the Department. itin approval �° 9 PP tf ,Pl. D " parva fPom the aparbval date,u ^s attended or renewed. ', �_.�� \�° 'vV "''o, e� riGi,�_ „ JON T. LAKE fiz �� SDA i 1 V ��1 .1 6V N/F Merlot LLG I ,%� A Do F�OLHINb �p# 1000-15-2-2.` n 1 / i \ -3 Nib r s , ' ca6dio. x covep-ttl 115:Q :Vry N I 526,15'010"Wi- � � .0 Note: There are no known private m , n� ) _ ry � ---___ � � 501 1 1 I ail m �_� walls within 150' of property line. NEW WINERY FOR DUGKWAL N/F JEANETTE JEROME f / BD/ k5D/ I I� /SD1 I - l zry THOMAS JEROME � i� l WF JAGLELINE SAL9i I �- � � ,� .� : � I •'I I I I I I I I I I I I I I I I�I I I I I A ' �� � � � ib i , ,,y )Vi I I ;r I I I 1 I 1 I I I I I I I 1 _114 I I I 1 i� � A�H 0 4 2006 IIJJ iia / '� lFm17 lin y q 1 !°p) k e16NsPAWQ y 4 N561035'00" in W i MAIN P.O. ' 559011'30"W 1 ' \` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - y.oi 3 54 546 SOUTHOLD, NEN YORK '_ _-..... ... 559005'00"yI 1 m 559011'30"W �' _ r1 SGTM #: 1000-15-02-25 PROPOSED SANITARY _ _ _- - _ i L PROPOSED SUILDIN& 125.00' - -�' - exlstiNs t�a,e( WAIN ' v' e t m 2¢1 2/22/06 MAEN ROAQ etote `Road 25 3/z/ob I SITE FLAN ; SITE: LOG?(TION PLAN 4/3/06 = # may 1 scale "=1200.0 scale 1"=150.0' I I lel FARTIAL SITE PLAN of �ml� I'•a0A' PROPERTY INFORMATION: Charles W. Southard Jr. Owner: MERLOT LLC, N/F Merlot LLC I I Address: Main Road A RGH I TELT NEW WINERY FOR DUCKWALK 1 - — --- -- --- — -- --- --- \--'- --- -- --- ---- --- -- — -- -\ ,-\ � I I utholdaN Now or 1, GAC T p x. 1000 -75 02-2.6f 2� 4400 Veterans HI g hwa y MAIN Il Zoning: - Suite 20"7 If "1SOUTHOLDNEW YORK pBUILDINS eHolbrook N.Y., IIr (2g) SGTM 1000--5-02-25 41 Phone: (1128 Usa (22, Fire Hazard2 Lowy Phone: (631)4"11-5229 • ' Construction: Type 5b j DUaK WALK 517ED VE OP NT DATA: ,r ' VINCYAR°, stone veneer to Site Area ; 13281295 sq ft or 3050 acres I I RPZ Box _( match bulldIng Building Area: 1600 s.P. \\ i II 1 t Site Coverage. .5 % j \ V� oc pan er '\\\ Asphalt Paving: 1978'1 s.f.. 1.5 % Total Landscaping (Including Vlnayard): 1.301943 s.P.+/- or 980 % Total Front Yard Landscaping: 1'1502 eq. ft +/- or 1.3% ---VINEYARD--� ' rep ulre owe ro osa xis In (21) � 1 51GNAGE @ ROAD FRONTsessess Minimum Lot Area 50,000 s I 2 O s . ft. Lot width at Road Fronto e I ° '�2 ' IIIIIIII' axlmum m ervlous ur ace % 255.55 _ (2 ) I I I �r— Max Slope 1:12 pp N/P Merlot LLC ' nl 1 i 5'-O"_-. ! Sidewalk ®'� Mnimlmerunm BuiIldinare5e ck 00 ft. sesel134 It \\ i N/F Merlot L G U a Minimum Side err ac - �' o e errc 45 Pt, + - 016 ft. I \ ' A, Minimum Rear YardSe c "15 ft. I +/- 155 ft. `v &% I Handicap Ramp Details not to scala Tasting Room: Ispace/200 s.f. _ Permanently Installed signs at a 4000 s.fJ200 s.f.= 20 = 20 spaces 1 I , clear height of 60"-80" above grade. Warehouse: I space/ 1000 sc,.ft. i 1 ' Signs shall be placed as to not Interfere with 1000 s.P.A000 S.P. = = I spaces !21) I Ramp access or pedestrian sidewalk passage. Private Tasting: I space/200 5.f. _ e' DIA.x 4' I Signs shall be made of self adhering vinyl 600 s.f./200 s.f. = 3 = 3 spaces / y o) 1 I , N/F LONG ISLAND RAILROAD Offices: space/100 s.f. _ 6'DIA.X s' l • \ B/ 'x I I II�� 200 s.f./IOO s.f. = 2 = 2 spaces / 5_q_.-/ • 11 I I I N6oD55'oo"E 620.-16' TEST 7-fOl_E Outdoor Tasting: I space/200 s.f. _ I-,Oi '\ ' �----- ---- -- _-_--- t�p� - I1 SOUTH SHORE EXCAVATION 2400 s.P./200 s.f. = 12 = 12 spaces -� !• .! x rk(�"tt"z ly,= t�yr ^ ° r� TEST HOLE V I Jan. 1, 2005 - ��1 •'xn`b�* , a ��`x I � Required - 38 Spaces Provided = 38 spaces (Paved) 6 p�„ rr `ri",{ �' b_ t '�'}iJ LtyF-pF \ ELEV.:23.50' Handlca Parkin 4 30 aces (6eoblock Pavers) I - k<59_ _ _ _ +i ,2 t, . p),N- .rry�r �, " ` ,4r ° ,f I I I TOP SOI L / r `� -r - - ;a , _Mulwcr!'�r �- -} - e°MIN. r ° , -,S - I. All site Information was taken from o surveyJohn G. Ehlers, --- - I A I n xl `\ SM \ tlkliF�, 'G � ' ix - � � I L.S. ; June 9, 2004. underground / '/ ! >`'v ' '% �q �t1= ! r`'* S `�' - - :�+- , �( n�; _ N \ I I I I 2. All work shall conform to the latest PlanningBoard r�.7',� �j`� ��^t �r°J `'(�� �r ❑ / / "{ -� I I , I specifications and standards. Als u" '} ' ' �l,}7,�( °t'/rtaX`-},pct q , /;�= 50. / ' I I 3. The Developer must notify the Town Engineering 1 S'' ' T.G.20-Is /j , :/ j , Division, 24 hours In advance of the commencement LIPA .10.15• J ' !, / a `' ,?id ' 1, / / / , ! / _ P\/w ',I//i ,• ,0 �I" �, �� „' -/}r :r , / ,/� ,� ' \ I ' SANDS ! GRA L of any on site drainage, curb, or paving work. '� / 7. .2050' / /�iJ/� p 'Ti-L1i in� tttftiGrl:- a,tr,A�t y /0 i/ / i, J (22) I p ITRAONSFOR / / r, l , ^5 }jam f J \ I I I SP 4. The Developer must notify the Highway Engineering ® f -- 3ors, g ,,, / �/ �I Q Department 24 hours In advance of the , OPEN COURTYARD V-/%/ '' " //� / \ 6"MIN. PI ' O 1(j r o2s' < s ACEs / // / :/!/ / ., r,aa r : n . x' ', ' '' ; //i/ J ' commencement of an off site drainage, curb, avin J '!/ii !i n ' '" xI 4h , / ��/i/,� / ///�J; \ sDRSs I 9 9 P 9: t < , , . , , / ' / NTS driveway aprons, and sidewalks. s. zER[!J t' ,' m N l� 5. Town of Southold shall be notified 48 hours In advance of '^ 1 Y t tt >r , \ , '/�/! / ,� \ O I}�. � /,iii $ FU No Water Encountered ' / all construction, or traffic control device Installation �ry I 0 ^ b. All traffic control devices, Is. signals, signs, and pavement q t (20) ® 'J J•///j /�' �js`�=/T6-,Q,90,/!�j,',1 , ' J/ �/� /�0 ( O markings shall ba Installed In conformance with the uldellnes i,�0 % /j;'/ �// , rb.+1150' z z of the NYS Manual of Traffic Control Devices and as directed , i O I /, % 10' 1A1`C to• U T Tb. +19. ///''/ • J' '' /• ' ! %'O;/ / / / � � 0 I by the Town of Riverhead Division of Traffic Safety 32 r°Yo'v1A.x 10'\,,,,, i /X �/�J:,'j;!/, F.F. +2150' i i /;,/ J ry j!�J/ �, J, 1 • / I A X -I. All site concrete shall be 4000 psl minimum at 28 days. t d ' _/ f 6 MIN we '•/' ./ / ' ' /%i% /J'/ AREA D I _ Q 8. Locatlon and grades for curbs and sidewalks shall be verified /� with tho Town of Southold Highway Department , 5.G.D.P.W. la %/%/,i/0/, ' {j>kl 'I " art `%r;/%' �/� /' I / I ' LL I I Z or N.Y.S.D.O.T, prior to construction. `=O -. 1 45 f 0.'15: /(/ //,/%/!0�' �,4 uR'r} Y l h rs 0 ' / ! ' , , / I LTi 0 Legend 1 - _4•_- J /, ji 'ry1 " ,t , ")n" 7 z O j/, LL 9. All elevations are In U.S.G./6.5. datum - ! P " O}Ir//'!" /!�//% ! I / , z 10. All landscaped areas shall have underground sprinkler WF' JAGUELINE BAUER ` tF) ' / '"' SPO n; 3r I\ /ryC!��/�-', "' -/ / (00.00) Existing Elevation ° s sPACEs + Z ' (F - >,' e °,� / '/ I double errand MI2 were systems In accordance with Town speeifleatlons. fry AREA G P) , __ ,t �r `P ; j7, T- I 00.00 Proposed Elevation � n : C � � n���� r � -� �� i140,p , P , � ! " , �' � / , snlDss'oo"w I ' , (2) pieces remPorced II. Any curb, gutter, sidewalk, driveway apron, or shoulder which P 1 -6RA95 . (P) n} �) �•+�� ci to 259.02' rubber hose T.G. To of curb rr has been damaged shall be removed and replaced from P I ., 31" u MI . PI/6 ----�' 6" saucer -- t / — P —burls Nrop HP_2o.Ts• rc. 21.15, - r *fly, 51DEWAL r�sDR s5 r .s1s5' mmcht -e-long x 2° dia. stakes expansion Joint to expansion Joint for the full depth. T.G. Top oP grate D 12. Electric and telephone services shall be underground. Elev. Elevation CT L1Pa % 5' e i .P.10. ( .20. L ° I , na moo-s^ ,on c 148. 01 ' \ ' 13. All pavement markings shall be tharmoplastic (Suffolk CountyH.P. High point -- spec) unless otherwise noted'I . 1O ! - '�.-I h - , roar bau Goncreta street curb: "163 lin. Ft. URE, l-RA IIO a ; a .� 1 (�I) AREA WETLANDS FLAGGEDIItU F � ��' �j; /,,� H.P. \.n� $61#P IGT NK \ I -_ _AND D LINEATED BY R. FOX OF $EALEVEL 14 1°FI 1 -, i Concrete sidewalk: 1,9"16 sq,. Ft. }w! MAPPI ON -T-22-04. - horticultural soil z T.P. /(2)'1 ,fI , � W eeip R I)Ifl " _ 1_ Concrete site curb: 91l lin. Ft. ( q r I .Ts' '\ coat Ir In, T.c. 1.00' \ ' \ AREA b 30,148 S.F. OR .69 ACRE -1 F-: - - J T'G• I / MBK - - Asphalt paving: 2198 sq. Yards O / O . 2 pT I vv , ,. i2_-- a dllam r12" trees: (12 ) T_ry_] I - -100' CLEARING LItr11T LINE I shrubs: (124) SITE PLAN •5 AGES I AREA (4)k1O' dl x �O' deep \ H.rj. 11.00' \\ I i�� �.� I Tree P cantin Detail Area of natural vegetation to remain .I acres AS-E3 @I I 'T I v r W'i TP. 2 �a' �� ,,,:�mom-s-:rs LAND5GAPIN6: - - �� LJQ I L DRO ED CURB caetJlQD P U ARE A\ T I / , \ i",F w„bt��c rc. .rs' r.6.y+20Ao' \, iJ ` I Common name Scientific Hama Spacing Size (Gal) Quantity (ap�r°xJ r.P. .1s' \ 0 r- die, x a' I 1 -- - I l 6 GKN" A �,p4, 6 ��/ k\ / p �I, \ <f 'Cs ' - �I e' I ,•i J 1 — I A. London Plane Platanus Acerlfolla 20' 3-1/2" (11) I /25/� I o I G45 HA ERS ,'. CA Q V 5 1 I b t I; { _ I11ryyI o� �,- „�i� 1 B. Pin Oak Quercus Palustris 4' 45" (10) OQ , u 32 SPA ES HP 1050' F \ I �'J=iii 1 ' `�' r -_ 'm. r � - � \ I G. Upright Yaws Hicks 4' 48" (22) ✓' 7b. d9F.Ql+19.50 _ F , F/,/n� 1qq IA. X I ✓ 1/ T.S. rk�wso' _ T, +�Lq H 1 -a' Q I D. American Holly Ilex opaca 4' 24'-30" (12) I '� ; D A.xllo_ , \ erA.�+c lo' 0 ' / 1Vt.*i 10, DIR.R I Q' \ > r I /W%i N/F Merlot LLC / • - / • [. - O SII /,� / �' ' '/ / F. Parsons Juniper Juniperus Dlvurica Expanse 18"-24' s.p. 2-1/2' (65) > t r • / _ V • ___ V i i > I LL s26D42'so"E \, n r d ;; (2 i I yJ�% \/ 506.54' F. Dwarf Japanese Yew Taxue Cuspidate Nana I8"-24" S.P. 2-1/2' (23) IN o.00' _ '15 IRGP, GLI V O G I I -15" RG , CLIV OR GGP DROPPED G —CURB TRANSITI , -. `�, T.P. o I I �\I. Install Underground Irrigation system along all landscaped areas, Road frontages and buffer zones. p I !V ©�, _ ' 1 - r�- 'C fS )1 �I r i-. I, IL _ r iPt I _ 990°w TM 1000-'75-?-\21• D p I} �: _ t} Ll I❑❑1 NE WINERY FOR DUGKWAL }rt}lit, ffi �' ' � - - t.l , 514 t lquld asphalt seal D AGE } __ ,O 1 , r ° � , s N/I' Mer lot _Lr_ N7P JON T.LAKs ,'. 7 4 t I- r-. F?OL saw cut Gf A55 A !) },y# , . P �j'. i'1;' { l (J I pp➢�,1 , 'T_ l' I {r �1 '- W ; h . ;,�'' PType- I I/2" to course N.Y.S.( N.Y.S. T e 6F) in . I l/"' < )psi ° �^ �,'�°����t63F���''.���i ''34tt' �.`v5�"r 'wa"��'�w_'w�'3 �"4��3 •° �°','��k�a�`3{w��,� 4�� °,��°���.�''�.;., ��u°'3u,}4t°,.�t° �°', 3 \ --- X� � ---- - � tl' ' ,1 C�'",�(E•1JL�O M(6)11) 5 (�U )U(JL,)tE)(EI(E C7 CEI EOb v EO EOw C,EJ :E�aS�(0)tEn�E/CJL,'�E� �)C'`S� JC�E)I \ I `l z ��/ J .,;/'', �' / 7 WPJEANETTE -EROME a __ _ _ 9 Stabilized 90 Aggn ( Item 201) a _____.__ %Ih \ , / /, /:� / I �- t bill d II 2" Type 6F Asphalt l: i� f i _011 (� c1 (_O) �` E NEW SIGN ^. ; ' NIP JAcd�EL1 •%/� )c tack coat —.---4-0 gg - .. 2007 �.: , ' m,_ GRA% rr" -"`'/r,` ,u�,,�i� l 6R B55 I Oc `O`ATB N..,.tc \, g \ 00 - I ; % '�/ / THOMAS JezoME �_ I I/2 radius 5:: thick base r--- --- I JAN 3 I - -- _-� ! Fc, n 'tP1 (c) c, C� c) (c; !A•' .c) (c' ,05 Cc) © )C ''� ©705 \ C7-(c) Nu L �� L) (�� O IO O O o I Rr9 TLLr9 d; Q $- , ! - ! , / 99 :;�. I It ,_ a5 Rebar -------�- grass a --- / Ly Z ' i� ) L° �'C. `k;7 '":I �.� W L {`>, 1 (.'G,i r' � ;� ) �` ( - - ��-„r � �� - 3i �� ��- - - - - � - - -1s-m Isgi � � , ”- _ -may thick concrete side alk 5 Rebar - - - r' '•�`(�- _ H.P.Ipso_ �� — �9 / J , �': , 6 - �4" MAIN RTT. Is 129- - - -- - - - - - =- - - - - - - - - - - - - - — - - {, - - - - •3 `, ; J ; # _ P _ -PtEk^1eYORK.1,.�^_ - _ °� - - T -o�eJrJ 8;�j1, �e ' ' 2 boom acted fill base / _ M X8.00 `� (wOf 21,TY POLE TO BE MOVED / 01 SsaD115o"w b u JI 'n nt ' 91 1000--15-02-:2s ` �� -_-54' .:, s ml m { i i�: l e ^ Iq CURB TO TERMINATE TO ) / -_61100 W ..'L� �� of ��i-,P �]I I-f �• 1 10/25/05 �AYDF2ANY EDGE OF EXl5TIN6 PAVEMENT / , 1 � - n III m r m - ;', �' 11/29/05 -_ZERO REVEAL AT THE— Z-1I r > -r rP n _m_ r-m �1 ilTi{ = rP. IF. 19) T.P. 9 ( � r. . q IF. o.ao' RI HT OF WAY LINE /_�59 - -n - -___ _. _____w-_ .__ „_____„..____"_ ____w____ oow 'vlPln �i jl�i�in -Ifl l„{9„•n( nRl- R.O.W. / saw, /2�/O6 _ 9 1 --^- -- - (20)- - ----- ON SITE cut 2/6/06 3/2/06 SITE PLfi�N Mme` I N iR0?.1I N State 1Road 2Road 25 O�� O\/EiR?�LL SITE: PLAN 406 /2V06 Street Repair, Curb, Sidewalk 4/12/06 i scale 1"=200.0' 1/ /05/06 1 of 2 scale I"=20.0' Site Curb I$ Pavin (Item cI7A) Feb 02 06 1. 1 : 59a BOARD OF ASSESSORS 6317651356 p. 1 JAN-31-20P6 09:40 SC Real Property S31 H51 15b5 (.02442 / r �' T � l FOR PCI.N0. SEE SEC-N0. s 075-02-0075 r S $ A V •P v S .L_1•P -N - ,- 4�0p Qp. app r TOTAL P.22 b rK„ PROPERTY INFORMATION: Charles N. Southard Jr. Owner: MERLOT LLC, x N/F Merlot LLG ` Address: Main Road A RG i-i I TE r- ,7 Southold, Naw York P - - - - - - - - - - `\ - - - - - - - \ - - - - Suffolk County Tax Map e: 1000-"IS-02-2.6t2."I 4400 Veterans Highway 6' high opaque self closing metal gates �R - - - \�� All corners welded Zoning: A-G Suite 20-1 - - \ �� ® I 8" 8,�, 8" Proposed Use: Winery `� 3" Hinge posts anchored In foundation wall, 2'0" Holbrook N.Y., II-141 8" Thick cone.. blk. Deep and anchored at top Into solid block wall. BIJILDINrPhone: (631)411-5228 I _ - I ; Q Wall reinf. each tour Provide hot dipped turn buckle tension wire Usage: A-2 Winery (22)`\ _ 1- - i r Wails to be 8" thick, split Paced block to match new Fire Hazard: Low Phone: (63U4"lI-52211 II At shaded areas all '. P Gores to be filled Building, with 3' Deep 8" Foundation wall. Construction: a 5b /W P.G. To anchor Poured cont, slab b" thick, reinforced W/ 66/88 WWF 51TE 51TDEVELOFMENT D T . bate hinges Hot dipped galvanized Pittings, pipe, hinge devices. Site Area : 1328.1201.5 sq ft. or 30.50 acres bBuilding Area: '1600 s.f. ate latch, pole caps, etc. Note gate to gaiv. \ I I Dipped after Welding gSite Coverage: .5 % I ® Provide hose bib for cleaningthe area.\\ I �ohalt Pavin�c : 111."18'1 s.P.. 1.5 % Total Landscaping (Includin y Vlna ard): 1.301343 e.f.+/- or 118.0 % \\ DUMPSTER DETAILS Total Front Ya Landscq�g: 1,7302 sq, ft +/- or 1.3% Consult owner as to what Size container he Intends Area I Require awe o ose xis In I VINEYARD \ ,-{ I To use and adjust size to Pit. I Minimum Lot Area 0000 Is 2B,790 s \ \ \\ j \ Lot wldth at Road Fronts e s . I I - xlmum ervious ur ace 2. (22\ I I Max Slope 1:12 \ I Sidewalk K5 0 I \ \ MaximumBlHei h 2 nima N/F Merlot LLG I r Se ac IOD ft. 134 P t. N/r MerloG I U Minimum Side Yard Setback20 20 Pt. +/- Total 51d - o a e Tord 175 c 45 ft• +/- 116 ft. I Minimum ar ar 75 ft. +/- 155 ft. Handicap Ramp Details • not to scale Tasting Room: I space/200 0. _ I jPermanently Installed signs ata 4000 s.P✓200 s.P.= 20 = 20 spaces I ` I clear height of 60"-80" above grade. Warehouse: I space/ 1000 sq.ft. Signs shall be laced as to not Interfere with I \\ I I I Ram access or pedestrian sidewalk passage. 1000 e.P./1000 s.P. = = I spaces (2U I h I Signs shall be mae of self adhering g Private Tasting: I space/200 00 s.2f. _ ` Th. 441.15' I I j N/F LONG ISLAND RAILROAD g vinyl 600 s.P✓200 s.f. = 3 = 3 spaces \ I \\ I I I offices: space/loo S.F.JX.;10' 200 s.fAo° s.P. = 2 = 2 spaces N6aD99'aa'E 670.16' TEST HOLE Outdoor Tasting: I space/200 s.P. - I I I SOUTH SHORE EXCAVATION 2400 9.f./200 s.f. = 12 = 12 spaces \ _ OLE Jan. '7' 2005 I I Required = 38 spaces Provided = 58 spaces (Paved) A I I I I ELEV.:23.50'I Handicap Parking = 4 51 Spaces (6eoblock Pavers) I TOP 501E I. All site Information was taken from a survey by John G. Ehlers, SM L.5. ; June 11, 2004. 2. All work shall conform to the latest Planning Board specifications and standards. 3. The Developer must notify the Town Engineering o/ \ I I Division, 24 hours In advance of the commencement SEE DETAIL Q, ` I I I SAND t GRA L of any on site drainage, curb, or paving work. (22) 4.I 1 I Sp The Developer must notify the Highway Engineering ) Department 24 hours In advance of the r up driveway asite D OPE GO aprons, and sidewalks TYA �/ I 1 - commencement of any off e drainage, curb, paving, ,��nCHIT O� r s' 700 I I c . //P• THS-�� Ln I 71.7s' -------------J 0p�� No Water Encountered all construction, or traffic control device Installation ��j�• Ja \ N lox' m 5. Town of Southold shall be notified 48 hours In advance of o� o : N \ I 0 w � � +4 AREA D r F\ - ! T.6.H .,9' \ T.P.TP • O 6. All traffic control devices, Is. si nals, 5i ns, and avemant ." r9 I _O p s I O markings shall be Installed In conformance wlth the guidelines 4' io'vr�\x,' (2 �^ ' 1 I z Z I Z of the NYS Manual of Traffic Control Devices and as directed / / ONE STORY BUIL I 4 FT./ 0 I I O I U by the Town of Riverhead Division of Traffic, 50fety l / � . . . .. . . . . . p I u i 4 u �i lo' \x e' \\ m + .50 � '!. All site concrete shall be 4000 psi minimum at 28 days. _ 8. Location and grades for curbs and sidervalks shall be verified 0 I Q OR CGP Y O s s g OOVERED ENTRI I , I I I y with the Town of Southold HI Aa Department , 5.G.D.P.W. Z or N.Y.S.D.O.T. prior to cons rust on. 40 a \ N N I -- I I U . . . . Legend TL. n ruJ _ I f P I I 10. All landscaped areas hall have underground sprinkler (0 en N/F JAGUELINE BAUER p SPACES '+.SPO -'-'--- - ' I O Elevation __ 0000 Existing Elevation jru:b�bsr and ell wtra systems In accordance with Town Specifications. y 0 '� 000 Proposed Ele n ISRA55� P P `O P i ® i 96 M.13,2o'w I reinforced II. Any curb, gutter, sidewalk, driveway apron, or shoulder which cu 55� - X87' se T G To of curb © "© SIDEWALK-"/ {' - b" saucer has been damaged shall be removed and replaced from P I \ c \ p expansion joint to expansion joint for the full depth. T.G. Top of grate \ �sva .0 9' mulch P j P j P T. 1.79' \ rL. z179' e' long . 2" dia. etakv Elev. Elevation Z HP 70-15' TL. 7106' 0 I i 12. Electric and telephone services shall be underground. ' Q _ T.P. o. } \ (, I) 'P• �' , ,I,.Ia]�s-]-]� I - - 15. All pavement markings shall be thermoplastic (Suffolk County H.P. High point _ o \ I w'"`v"" 1 spec) unless otherwlse noted P.2C IS ' O , / l root ball Concrete street curb. 163 In. Ft. J 1m'D1 x 4� - (21) AREA F WETLANDS FLA66ED O CURB IRAN ITIO d. a• / - \ ' Concrete sidewalk: I,q'Ib s Ft. I- W/ '� HP. 1 \ AND D LINEATED BY R. FOX OF 4EALEVEL W q• Wp " pp� J4' O)_ 1 T,6 no _I� horticultural eon Concrete site curb: dill Un. Ft. ' 1ZL1 7/ ' T I 1o�A. x T \ MAPPI 6 ON ?-22-04. _ A G TG: .,s' �' / 1 / \ T 21m' 1 \ AREA = 30,148 S.F. OR .bel AGREMCr- - n Asphalt paving: 2198 sq. Yards 1 . 1 / \ \ • \\ 0 i .� III I Area 'of natural vegetation to remain .I acres _ 1 _ \ I5' P, GLI HR 31 P / 12" II dllam 12" a a.+w.,5' / �€ \ \ '' ' Tree Planting Detail shrubs, TE PLAN 1a'"IA",S' 36 SPA �� ,�� ? AR1i' YST� � � m.,«n-�]-]e " ,... . ... .. . ... O I / O � \ oo �� 100 GLEARIN6 LI IT LINE 51 - Z 5 AGE5 / ,y A \� LANOSGAPINb: ' N ` 9 DROP ED CURB, 1I - / T4 ,5', RE B I Common name S°IantlPlo name 5pooing Size (Gal) Quantity (approx.) i T.P. 7.+" o$ a e Th. + ys' \ �� I A. London Plane PlatanusAcerlfolla 20' I 6 GK 1 I po .1 S,, . s' \ _ _J A - l r1. Io"VIK'x \ N r F: 5f� - : ;\-' i) G. Pin Oak Upright Yaws y 0u ke p Palustris 4O 4B/2 (24) 1 I'! , MAR - 9 2006 I q \Ui §0.'A' 1 ., rP.7an' `-- 01 Dlh L _1011 io' Tx 4 \ - j N/F Merlot LLG E. Parsons Juniper Ilex cloaca 4' 241/2' (I"I) i P• ,\U�U 1\I ,\'x r\J s.+ �' I ' \ 1 i I I D. Amerlcanp oil Jvnl ecus plwrlca Ex ansa 18'-24" s. 2-I/2' (60) o ,�Q O z 0 1 �- OR G°) GU TRANSITION / p p p . ' H.P"7b'S°' /W � � H.P.7Q.'iS' 1 `�"^"" �ob�E F. Dwarf Ja anew 'Yew Taxus Gus Idata Nana 18"-24" s. 2-/2' (23) Tb.H950 � I TM 10.1 3]-]3 �. 1 1 Cd\/ ' DROPPED RB try 15 RfI Install Underground Irrigation system along all landscaped areas, Q 1 P 20 I " Road frontages and buffer zones. NEW WINERY FOR DUGKWAL I ® ' O° LU s�1 Ilcluld asphalt seal y= w M 3• , 1 b BL K 22 P - 5 PO LIb 0 s / �9. TNA 1000-'l5-2- .I Merlot LLC JON T. LAKE A saw out P E I HT 6 55 E S �T O 1 n ! I I/2" top course ( N.Y.S. Type 6F) ' E E E Q Q E Q E Q Q Q E Q Q E E Q z I I �JEh� JEWME 4 5" Dense brd. Aggr. ( Itom 201) ! 6RA55(2O) \ I IbN @(9 �� L �M� ME stabilized loll 2" Type bF Asphalt 6RA55Icoo4'-05" thick Dense br. Aggr. N b Stabilized yk .� lQ/2 radius base © Q ©y ° �B \B @ © O c �©y Q ©^y' ©y © © ® c © © © © © © �©^' ,s © ©y \ /FJAa4-1941 BAUER 'Y v.` 0 '4J `r' G3 _ _ - - - - 3 '4�/ 3 KJ \ _ o - NM-]9-a,a�-194, - gross - _ _ - 1 - qp �I 6"«5 " thick concrete side alk MAIN RD -790,04 -- -� - - - - - - - - - \ t - -' _ /- - - 2S�J. - - - - - \ 2N 8� SOUTHOLD, NEW YORK Re r bar \ - � 2 b'bompacted PIII base s adipo° w °r - - WISE OF EXI5 INb PAVEMENT 1 wF . . r / . . . CURB TO TAPER n 909X1 SGTM t: 1000-'75-02-2B DRANT�-'- -- - - - - FLUSH A/ PAVEMENT YDRANT iD99'00^w ___x- -�_r_____v_____n_____y=__x_____x_____ ___ _____x_____„_____r_____r_____r___ _x____-r_____r_____r_____„_____x_____x_____r_____„__ PROPERTY INFORMATION: Charles A. Southard Jr. Owner: MERLOT LLC x N/F Harlot LLC \\ Address. Main Road ARG H 17 E G T / 1Y/ Southold, Naw York \ Suffolk County Tax Map #: 1000-15-02-2.642.1 4400 Veterans Highway \ \ - - - - - - - - - --�' - - - - - - - - - — \ - - - 9' Suite 201 Proposed Use: Wlnery I \ (23) \\ ® I \\ 1-141 51TE DRAINAGE CALCULATION5: Holbrook N.Y., 1 52 28 areaMaterialarea run-offroof. n a = volume = V.P. Usage: A-2 Wlnery Phone: (631)411--52 Fire Hazard. Low f'hona: (631)411-5229 I Area A =1814 c.P. 21 v.P. Construction: a 5b I \`� I Parking Asphalt 8565 100% =.161 -1430 I \\ I Landscape brass 5082 15% =.161 =121 Building 5hingles 1900 100% =.161 =511 \ I Area 5 =1512 c.f. 22 V.P. I \\ Os I Parking Asphalt 1111 100% =.161 =1512 \\ I Landbrass 8934 15% =.161 =225 lights pointing down sca a \ I I p and shielded Area G =355 c.f. 5 V.P. Parking Asphalt 1611 100% =.161 =210 `x(21) VINEYARD I Landscape Grass 3409 15% =.161 =85 I ��If J I Area D =916 c.f. 15 V.P. (22) Parking Asphalt 5441 100% =.161 =514 Aluminum pot V' E Landscape Grass 2216 15% =.161 =85 N/F Harlot LLGI � \ OO NT Harlot LLG I Building Asphalt 1900 100% =.161 =311 I \ \ I Area E =634 r.P. 10 v.f. \\\ \\ I I Building Shingles 5800 100% =.16"7 =654 TOTALS 5351 c,P'. 19 VS. Use 10' dla. Rings a 68.42 c.f./ v.P. 5551 /68.42 = 18.2 v.f. jFyyJ Pole base flu h \ I with grade I (2u \ \ I \ /vTA1 11 I I Concrete Pole b 3so 1 II \\ I OLE \\ I I I I \ - Water tight Cover \\ . wc 6,MI ., \ I I I or Inlet grate to grade I \ \ - - - - - - - - - - i � 6 LIGHTING NOTES: ______________ \ � I I. Lighting Fixtures shall be; DUMP5TE I -8 (Vry a. (2) Hubbell Model ASB Type G 250 watt Metal Halide, SEE DETAIL (22)\ I platinum finish, light fixtures on pole a 15' above grade �--- © I I min I5" dla. prec st dome I RGP Pipe b. Hubbell Magnullter Model-MV 250 watt Metal Halide OD I Ii:` � sou�o� ..TS' OPEN GO TYA .� � , I I allow 4" for light fixtures mounted on wall ® 8' above grade final adjustment i � I I of Casting 2. All outdoor lighting fixtures shall be shielded on the tops .2175' I I 011000 0110110 and sides and directed straight down. I '1 AREA D ------------ J I 10' die 1111❑❑❑0 o'orw� 20) ► i precast 00000 0111100 ONE STORY BUILD ' 0 I leaching 6 " • \ 00 ring 0❑❑1111 ❑ ❑❑❑0 4) 10'Din.\s' \\ F.F. + .50 I 5' collar 0❑0❑❑ 0 0 0000 15" RG V OR GGP 0 SDR ► COVERED EN I of clean 0❑❑❑❑ 11❑❑0 > sand o❑❑❑❑ 1111❑❑o N Legend If P o I Gravell 0❑❑❑❑ 1111❑❑0 N/F JAQUELINE BAUER 5PACE5 © r © f (0 .00) Existing Elevation O � 0❑❑❑❑ 1111❑❑0 Hubbell Ma nullter MV Footng Riang IQ Hubbell Model ASB 9 00.00 Proposed Elevation G Fixture Details T.G. Top of curb ti SIDEWAL"IG-�\ I \ r \ Used if Boll r�soi ss conditions require _ T.o. Top of grate tion 20.95' 'o- ,0.2175' T 1.29 I \ T.G.2175' n n — — ' � .P. p' — — — - Elev. High D 8 x 12 Bottom of Pool H.P. HI h Dint ' 0 P.20 W ` J �� Iro'D1Axq CURB TRATyp . Leashing Pool TRAINITIO 9� / \ 7�/ Hr. % O). i i"s +20 Tr. x T \\ I T.r. I .T5' /� \i T 21,00' II \ 0 � /l \\ i\� ` � 1 • \ IS" P, GLI RGyP \ �� j 36 SPAS #� 1 0 .1 ter' F `\ �� DRAINAGE PLAN H.P.219' 1 5 AGES % '�"51 DROP I D GU I \ • P y \ !iX / TP: B 1 �!\ \ $$ .a o' LOWS 15LANU RAILROAD ' 6 GK b q A0 IV ly I /�U o DIA.x B' H j 10 DI�% T.ct , T.O.+1990' by1950 I T .20. - / . 2025 1%1TAnxT— / �` 10/'DIA19' b.+I So' T .2075' � 0 / � • ZRZIP. —1 0 l (20) ry j ' O ,�1� ,�U DROPPED G RB �N 15° R-GL'�V OR G� GUR� TRANSITION Ozz v ® 0 I p• I IJ NEW WINERY FOR DUGKWAL � 1BL s ELI HT G 55 A E S 22 AG 5 PO LIS 47 E ®© o© o GN � : .! 6RA55 GRASS(2O) ii -2smoZ4 / _ _ — _,©—L'J ©_ y " - cj��"`-y�r_ _}'—Q4G• ©K_J_ Tyy k\\ p0 G © ' 3O 0' - T � �0 — OyMAIN RD. q SOUTHOLD, NEW YORK -1595 ( 0g 255. 15 9dlt�" W ` EDGE OF EX151 IN6 PAVEMENT '� � CURB MAIN ROAD 50 1000-15-02-25 �� ` ___ __ "-----"-----"---�-"- --"-----"-----"--- FLUSH TPAVEMENT ~ INROAD /25/05 --"--=-"-----"---- �-�-"-----'-----"----�'-----.- -- -F---- ----•-----"----- -----"— MA 10 -" EXISTINb' -AR"MAIN "-----"---- ----"- / 11/29/05 eat 20) SITE LOG/4!INTI0N FLAN 2/6/06 MAIN R0AID State \Road 25 13/2/06 1 scala I"=600.0' SITE FI-AN / of 2 scale I"=20.0' I �� I Charles K Southard Jr. ARC. HITEOT � I 4400 Veteran's Highway Sults #201 Holbrook, New York 11141 NORTH Phone (631) 411-5228 Fax (631) 411-5229 i I i tf la 1-] I, j r :i4 4„I r r_I 1 r d I_I n 11 I n; 1 , 1-( J 1, �, n 11 )1 1, 17 El r L FI r-I � I r( ri =1. P 1 i1 n 'F1 r ❑ 'n C. FI 1 r ( a'' L, e, e' I l ❑ 1 � IU )U ❑ L( C 1 1 n Ll, .❑ 1-1. I n; I 11 1_I Is Qr d 11 Fill q ❑ q 1 ❑ �: u C 1.1 I - ❑ I:.I .:! -1 L -1 I_i )_ J;, 1 ❑ I_T„ j r_l, ,C}. L, LI, j A ,LI LI - C1 i. I I I -; ; } } 1 I, 1 J-1 1 1 F-lI 1-}_ rl 11 '❑ LI ,I ( ,dL( I-1. r I Ci, n a u. 1-I. ,❑: ,q b. LI; n li ,I-1, ,u LI n t� Li J ru a ce tre_me Fze II ia: n �l 1 _ ri I l _ L1 IIJoe_ frellla ye_ - L I I I- _ __ _ _ U I FI L_ , ❑ I I '! t1 1. r( 1-1 ❑ 1 I- L 1 E I-I, TI ❑ { .SII II _1 LI� 1 1 I' �1...I: CI, n !- U i❑ !� .j ❑ ( p, C ;F- ❑ IJ., L I-1, , I T7; I.1 n_ K '_ Lf, rl. 1-1., ❑ I, G I .I. ,_( ❑ ❑' �, .L I I 1 n iv i Ll 1 I_i CI _I . I ❑ TI �_I. F` I I I-I 1 1 ,Ll ,I-I CI I_I. 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' I ;r_ C 1I IJ - !_i n .q. ❑. q o ❑ L_ r1 '7 1 ---- - ir1=L -i-G- L - -Ii-I 17 CI -' i I LI ❑ CI, 1,- n ❑ L 'n, LI "I r 1 Irl LF 1 11 - -F� ❑;- ;I°`F ---t=1 ”;r?I , i �'. r ,L( ] L ❑ _�.( 1'. ❑( J ❑' ,CIS 1 1-1' C1 I_l' ❑ U, n El ,'i,, J 7=1. J Y N U LI r11 C iJ ❑ ,C( I ❑ -- 1 .U„ t( fl, {❑ ❑ i r ,1 I I '�I Cj .❑ I� Ll JAI, I_( 1:1,11 _ _ r I' i r. s-L . ��.. _L :---r ' p Imo , y I„ Ll LT I LI li I IL )_I I : L1 r_( ❑ll, LJ 1 ( LI h I Lf -,I n n IL I, I I L I" l F_ it 1 v i ' ❑ �, F1 Tl U I l r ❑ 'I-1 iJ Ll p; ,I ' 17, ❑' 11 j.f 1:1 __- 'IP 1L r - - 1 L L U n" 'Ll 1-I U ❑ 1 ❑ ,❑ I_I T1 7 I L I U �� L:J I I J i 9+ l r:IL1L1rl ❑11 JI ILlnl 111� L 1 J 1-1 .:Ip1,J F1, 'I I-1 �q,�I r,l I, l.hl .l ❑ i I J... I1, C f C ,il h. LJ, L,i I ( .b II-10 25wo II-Io L rT 1 'R I I ❑ 1-1 1 �❑ I ❑, L I ( ❑ .Ff ❑ IF El o ❑ 1i C. t_ 1 f1 LI L1 null RI C 11 1I lJ n 11 'LI1 ❑11 ' m PR TASTING TASTING n iii 1 1 ,❑ 1 1 1 .I I I f1 ❑ J7 IL ) I ,J U I.� C ❑. A L F 'L i. L ! L I 1_I ❑ 1. l C7 I I Y_ U I. 1 _j r a JJ I I„ � © t q,� „ e, a ii 600 a.P. ..1 ❑ n, I I I L C l i❑ L7, f l I, C I ❑ C( LI a -e "p 1, I l f_IGdJRT YAT l ,❑ LI I I LI1 E1 L l _ - Q Irl I ❑ I 'ri ! r' .7 L1I� CI'I� i7 I I I 1..1 ' 36001 '�P. . 1 f ❑. )-� )�'. LJ n r ❑ � I -- I_I n ❑ I � ❑(Pavers) I .1 n L I I-I u, 11 L L( i t ❑ ii m 'i Employee I ' 1-I 1 �I n l )L 1 [, 11 n Ilrl I; M KITCHEN U JAL i I OF1 1 ❑ .i 1 R �I F, U LI J-1 ❑ )J, ,I J 1_ i ❑ _ Ll, U I L 1 U I f L1 J U, '_I, f-J U �W }.� Q MD ��Q BAR INC Q U L I -i i J. _ ra 7-} }i„ U I1 U, C7 .I 1; I_ LI r4 rn e e ❑ 0 : 1-1 I-I ❑ 1 I =1 I I 1-1 L 1 I L] 11 ❑ } I )-I. IjI L ° rl, ,r� r I 'J ❑ II ❑ I1 I_I q� 'rr C� ;U, 7 11 O p I L I ❑ 1 l TI I 7 11 rL �1 ( C 1-1 J7, 0 STORAGE I - r. ,❑ 11 ❑ }J _-I, �� 1--I )J. �i� L( I I rj 4�,Q� © '. a� RECEIVING r r 1-1 Ll 01 Ej )"1 - ' U� I. 1 I ❑ CJ L7 ZIP 1� IC, ll ❑ R U =1 )=(., p O r I � T TASTING ROOrv1 ------ 23'-10' __ -r� k ° 23'-10' ,; r 4000 91.11-4 P cV LL YAXq T I VESTIBULE. - ENERAL OFFICE 4 n ° p - -- °' Floor Plan J — L `J� - - J / YA M Twool" 1PMq'1 f � II II -�(sla 0 . O —_ 0 _ D O_ N 10' 10 �I CASE I 900 s.f, Y�n Tai RAGE e-o' iii m F igoo2 I�pQ' io or-NE' q ISI ii Roof Above YMIq TJdYII _ .� I 36'-4" 12�_4i 'Ii I i �.--------------- f DUCK WALK VINEYARDS FLOOR PLAN 60'-a° 501-V p! R Main Road (NY5 RTE 25) j Southold, New York 11/11/05 LF A — p t a of 3 3 r I Charles K 5outhard Jr. A R H I TE r, T 4400 Veteran's Highway Suite #201 Holbrook, New York 11141 Phone (651) 4-11-5228 Fax (631) 4-11-52211 rl PIN AM 11111E3111101 0 Nil 1", :1. h j [IN Rd E 1 e-11 UT11 �j Flavotlon (Facing the f-orkIng Lot) Jill C PT al Ab� Most Elevation log Ill IFTIl I I 1EM -/11fi111 'p LSA Elevations M OEM VMT 111-4111211`�-11 F,1011 is -Ila COURT YARD (Facing the Vineyard) ED A irteuA Yl yr 143 or- DUCK WALK VINEYARDS 5 14 Main Road (NY5 RTE 25) Southold, New York IN fl, W,A V-N M W.I j -4A:Wo5 Nest Elevation 0P 5-1 PROPERTY INPORM4TION: Charles K Southard Jr. Owner. MERLOT LLC N/F Harlot LLC Address, Main ax p 1000 75 zL rens g y \ 8.. eta g a - r N 5gDlI 30 E 2- - - All corners welded r - - -,- „ `. � Suffolk Gounty5 Southold, York O2 Z 440o Vete HI hwa • b' high opaque self closing metal ate - - - - - - - �^ - _ _ - - -t� Zoning: A-G J ��, 8" Proposed Use: Winer Suite 20'7 x(25) KB)"� Bm 8''0+----- 3" Hinge posts anchored In foundation wall, 2'0" P y Holbrook N.Y., 11941 } 8" Thick cone, blk. Deep and anchored at top Into solid block wall. Phone: (631)491-5228 Wall roll each Cour Do Provide hot dipped turn buckle tension wire Usage: A-2 Winery Walls to be 8" thick, split faced block to match new Phone: (631)491-5229 Fire Hazard: Low I At shaded areas all •', P Construction, a 5b Gores to be Pilled Building, with 3' Deep 8" Foundation wall. /W P.G. To anchor Poured cant. Slab b" thick, reinforced W/ 66/88 WWF 5 T D OP T D T N I bate hinges Hot dipped galvanized Pittings, pipe, hinge devices. Site Area : 1328.929.5 Say ft. or 30.50 acres bate latch, pole daps, etc. Note gate to gaiv. ' ' I Building Area: 9600 s Dipped after Welding .f. 8" Provide hose bib for cleaning the area. Site Coverage, 5 % Asphalt Paving: 19.98'1 111 15 % \ 1 Total Landsdapina (Including Vineyard): 1501543 s.P.+/- or 98.0 % DUMPSTPR DETAIL5 F, I Total Front Yard Landscaping: 19302 sq. Pt +/- or 13% Consult all as to what Size containgd he Intends To use and ftuust size to Pit. Area I Required/Allol I Froposerill Minimum Lot Area 0 a . 2 Ot. 171Lot wldth at Road Fronto e ` ftf (22) ---- Max 51TO 1:12 Maximum Impervious r ace //� Sidewalk ® Maximum Bulldin Hel ht 2 .m \ f'" I / Inlmum ron it Setback 100 ft. 134 Pt. N/F Merlot LLC , \ S . 1 0 n mum a cr c 20 20 ft. + - \ 4f N/F Harlot LLC 1 „ 6 Total e Yardc 45 Pt• + - \ I 0 V 'Ph7711Tor Terri 5SWOrK 1 15 It. +/- 155 ft. j I Handicap Ramp Details b not to Scale Tasting Room: I glace/200 a.P. Permanently Installed signs at a 4000 11 a.f= 20 = 20 spaces 1 clear height of 60"1 above grade. Warehouse; I space/ 1000 sq.ft. 1 . I Signs shall be placed as to not Interfere with 1000 111 DI - I = I spaces I '`. ) 1 ' Ramp access or pedestrian Sidewalk passage. Private Tasting. I slocloo 00 a.P. = Signs shall be made of self adheringvin I ' Ts.+9I-ll 1 r pJ ,�L I N/F LONG, ISLAND RAILROAD g y 600 s.fJ200 s.P. = 3 = 3 spaces \ lo�4fAT la I j I i Offices: I space/100 S.P. _ 1 I 200 S.fJ100 III = 2 = 2 Spaces }\�L o02 __ - I I FN-&o 620. 76' TEST HOLD Outdoor Tasting: I space/200 a.f. _ tS`1CT' 11 " * SOUTH SHORE EXCAVATION 2400 s.f✓200 91. = 12 = 12 Spaces -?F 4LIg4.�p'v ; � �y':r, J,4 I I I Jan. 9, 2005 Required = 38 Spaces Provided = 38 apexes Pved)Handicap Parking 4 31 Spaces (6eablok Pavers) m INmvSa y� TOP SOIL . I. All site Information was taken from a survey by John G. Ehlers ,SM � p ✓y^t L.S. ; June 9, 2004. Gj� r� u S x " , , 4 y 1 I I I 0 2. All work Shall conform to the latent Planning Board '�°� 'l�✓ n I 1 specRlcatlons and Standards. 3. The Developer must notify the Town Engineering 9 Divblon, 24 hour In advance of the commencement DUMFTAIL�Z__.. l; ( Irit`if. / �' �• - � SEE DETAIL � % '%!,'/� � /,:% , n �(' �R� � - !% , , ) I I _ SANDS R 6RA L of any on site drainage, curb, or paving work. Sp 4. The Developer must notify the Highway Engineering Cal Dpi, q „ / �' / /� > ' �(� I I I _ Department 24 hours In advance of the 1 /j' %'/ commencement of an off site drains curb, avis r•+' r G ? "r`:`i r1'aOPE 4JGOyUR�(T Y)A ,),x / /; / /t 1Q I I 1 NT5 driveway aprons, and sidewalks. paving, I % ,'„';"/' ' ?'.4�.t 1,(i('qi y}n t; p..,S.I I �.}Ji: e1 / �' % /!j, / I I _- .moo' /: /%; / 4 - 2050' / � j '",� ;�',rx yk .rsq `l , r , ti �4 i `4>, . / / / / % ry 1 1 j I 17 5. Town of Southold shall be notified 48 hours In advance of ¢`� sw. "9R fl ' AREA D \ T .21.20 r. /� ' / %%:/ /�%;?,4,;,, L t /, � :i ;! //� / / • (n --J �---29QP_-j f..,., !LJ IU No Water Encountered all construction, or traffic control device Installation a '� rb.+liie' ' 20 '/0 '% '%`' ' r� r' / i / ' �' _---------- I I F- m O markings shall to Installed In conformance with the guldellnea aw 6• All trafNd control devices, le. sl nals, si ns, and avement10'OrAV(9 ( J ® , / /, is //7`TF / //,/ ' , f I Z Z� ONE STORY BUILD Nb /, '�' %i% / yF I I y� Q oP the NYS Manual oP Traffic Control Devices and as direc • -'-_-_ \ r/�� / ",'/;'r;',' ' /i/ //; '%i' is/..// � /' /i% . `�' I O ,( I by the Town of Riverhead Division of Traffic Safety \ / /: : F.F. + .50 .'/"!;%/ / ! /; / r - , I 4 / // ! r % ! , ! / / / / I 7. All site concrete shall r urbs sl minimum at 28 da D'MIM c A. Location and grades for curbs and sidewalks shall be verified 15" RG tl\/ OR CGP.... ,--.'F- O .,Spix a'sl ^ -_. I n .G.D.P.W. tl r l`y I l� with the Town of Southold Hlghway Department ,t 5 s \J ' ` //!/ I ,-COVERED ENS 'j:/ ! % ! 9\� I I �k I I N or N.YS.D.O.T. prior to construction. P / // i/, 'i I cif 00 Le en /.; O O If ---- - ��' /' //% /i, -29 I I 9. All elevations are In U.S,G.t6.5, datum Leg en TO. FSn+ ' /.il!. 4„ �� �' % `/ // +QQ. ' - ___ '%� I F /' \•, I 10. All landscaped areas shall have underground Sprinkler -- -- - J / ' N/F JAWUELINE BAUER -' CII13r jr) (0 .00) Existing Elevation � SPAGE5 `"��, .r � I ' �� I 561D35'00"q . aoubl• •t+'o.d x12 wo-. systema In accordance with Town speclPlcatlona. A F j s +y, -- �':y _ _-. Xi .,P��I <,r} / / / ! - •j 4 \ , , I 00.00 Proposed Elevation �y 'F F, (_ 1 ,✓, -(Z1 I•c•• rolMoresd I. An curb, tier, sidewalk, drlvew apron, or shoulder whbh P ' q 6Ra '- f,'' '�; F; {P� i , F\ �n' ___.--(-� F , (]] , I _ 25 .82 I p 9 9° P . 1 \ . , rubber hose T.G. To of curb 1.2d \, y - - . - D. ,a,aer - has been dams d shall be removed and replaced from P V �� SP `J 51DEWAL�1G-�/ _ . , burl wr °P aP expansion Joint to expansion Joint for the ful depth. T.6. Top o4 grate \ 9' mulch - .i \d'9OR 9a T.d.2125' . . � B' long x 2' dla. etokse �} HP. eons' TIL.2125 C -F'M 1000-'Y5-2 - 12. Electric. and telephone services shall be underground. Elev. Elevation 4 / P. r.a. $ P 9 P. ;. % 111 A - " _ - 13. All pavement markings shall be thermoplastic (Suffolk County H.P. High point C - im' DIA X 9' _ speed unless otherwise noted _ 1 / ` ,. \ - ball ' d�! _ AREA qqF WETLANDS FLA66ED ''O't Concrete street curb: 963 in. Ft { - CURB IRAN I710 r H.P. ,�- \ __ _AND DELINEATED BY R. FOX of !EALEVEL Concrete sidewalk: 1,996 SR. Ft. / �' 0)- Xe +2o Pffbb - hartrultural wn AREA BO, S.F. OR 8q AG phalt paving. 2198 sq. Yards ' 4� r; {., Tr• i. ,f /' / i- . - . . I ` Concrete alto curb: 911 lin. Ft. T 21.00' _ \ a / _ -• . \per (2A) �. ,�P .. "+5(111-: I �., 0 1% / -15" P, GLI R Gd1P Q m 13" IT_ Tfees. f7 ' 36 5PA5 Ir O 1 �r ,�, '",$ � 100' GLEARIN6 LI IT LINE �' ah be. (124J 'P HF.21 i +1I�5 -� I Tree Planting Detail SITE PLAN try' �, I \ `'�, `\ \� I Are of natural vegetation to remain .I acres ' F ACES, 100/�• ) ...... DROP ED CURB �� 1 -- RANI fiAR11'•�SYSTE y i .+2om' N 9.� 1'1000 I'�. ;}. �' t,^ LANDSGAPIN6: a ec�x a' I 2400_ nr,o X . = r.c. u �-) Ir t L.I G Common name SCIentl lc name coin Size (Ga1) Quantic (a rol rs + e . .� = 077 ' i' l 526P2 4ai EJ A. London Plane Nlatanua AcerlPolla 2 0' s-v2" (141 >/, � _ _- J} B. Pin Oak IRuerous Palustrla O' 3-I/2" (14) / .I H. 4oto' � to v1�x `, ! Dai '/ " l (� G. Upright Yews Hicks 4' 48" (24) (1 I T `.m. / rcan . .� .. ._.Y' r�.+wSo' �.+I�So2,' /,,. y".+ '� r .2a�' '� / r... , .. _ . u E Parsons Juniper ,�IunlperuS Divurica Expanaa 18'-24" S. 241/2' (60J HP-26150 0 TF 20� ;• 1o'rn,axr I �� ^' 1p - Q ;;. N/P Merlot LLC (� ` i.' - -jell 1 % • ' HP.29."15' a= -L:rint LL J 306.84' uw 20 ''.`,' �, DROPPED G RB IS" '�V OR G GUR TRAN5ITION Install Underground Irrigation system elan all landscaped areas, p Z �Q� / 526D42 50 EF. pwarP nese Yaw 7axua ata Nana 8 -24 ) Road fro an buffer :ones. >(EI r {s 3 S s ' S •er cl. i;�1„r��j,h".,�. MIN P togas d buff NE INERY FOR DUGKWAL,a liquid Aaphglt seal G �1_-qSJ, c•4 <4r l �` , . 6E BL dK - r22 I PAG i { , .> �( - r:. - - PLI �ti 0 : (17 e. u .1-C. JON T. LAKE /J s. { P . ( fir ;-. ( _' } i .�c '1qqAA P E LI HT j,;6 55 AVERS (� j �I a 3 {F ; .'_,n - .r„'✓ Qsaw cut 4 (E S`K ' 4 ' f L ' �� r " { I' h � S •l . 5. _ I , 11N II� m .//•,, ,� / ; IVB I I - I I/2" top course ! N.Y.S. Typo bF) u1 % W n�=�M1, '� t��;�3�7+�"{!�p4ti w09"I+ 4� �����_a 4� rw , ��1 ��0PNI i�4t'w' �3�3 .��3(w` ,� ��}�} 2 l„ 1 T i, . '\! 4'15. O - - Cr' ' E?'}"(E EI 'lE/IE! E(]l'E_ III r E S IE © ice{R) 5O'�/ E/iE�, �,] E(J ;E,{� } �' ,P, ' Z ', / N/F JEANETTE JEROME G stabilized D011 g ( tem 20U 2" Ty a --.... \ , r +•+ w 5' Dense 6rd Ag r. (20) F 1X S 111 A '�$ L _1(1 '; I I 0 THOMAS JEROME pe 6F ph It - 6RA55 1l� GRA55 �,d` '� O 'JD ' ,�,� .� ,I - - tgck coat _ . 4'-0�- 5" thick Dense br. Aggr. - - a , y d � - ) JP \ ''J V•.. ' ! � '/ ' ' \ 0 I I/2 radius b" ataliized base I c c, �r \` 'c) I JO( 7c, (] '{,y1 ti. ;di (�; ,SOS `., , (c� G? (c ;p) i';e>` c '(�/ 7!h `'-© CJ S� l !J Cdr 'A (Ej (c) Ccs U57, f Us , 00 F! F JAQUELINE BAUER -6 /; ! ., !; /, as - Z i '.>��,; Ir%%�C,r) „ {ti' s{ ti'' kr.^ 1 ,1, '1\, F'�' K, '4_ .1 `u,3 t,")SS5 `T Frrj l" OOSee�'' 0�/ rmt-acro+-Ian L6 -,,#5"fib its Rebar L4" thick concrete aide alk / 5 Rebar . tu) i e ,. - �'r✓ - - - �,� r,, �� 4,� r a l �,� a �.- > � �� - - - - - - - - - 255 - - - - - - - - .2-Oiss - - - - - - -- - - - -- - - - - - - - -- - - - - - - - - - - - -- ' `. ZN /', is; g 4 2 6' ompacted PIII base I MAIN RD. ` Said Igo W \ • (,_CJf p _I 6. '' '' SOUTHOLD, NEN! YORK Yf TP. Ii CURB TO TAPER -HYDRANT 55gD11 '30"W 5 5510011 .. HYDRANT - - . . � -. -' - - -- w -- FLUSH K/ PAVEMENT .. -L_-'' 305.54 173' .. 1 dJp l n 6 I-17� iF - - , . - EDGE OF EXE (N6 PAVEMENT --°--- .- ..- °----.. „ -"' ----- ;u_ . " F'�I-l[ / 10/25/05 EXISTIN(9 A R MAIN - 3 - 2 HI I,J II 11 - II/2q/05 a)' M?�I N RO?.D State_Road 25 icor 125.00' PN SITE ° " " r ' ° r R.O.A. agwevt _ OVERALL SITS PLAN SITE FLAN � � Street Repair,, Gurb, Sidewalk r scala 1"=200.0' of scale IIISite Curb 4 Pt�vin (Item �{7A) PROPERTY INFORMATION: Charles W. Southard Jr. Owner, MERLOT LLC N/F Merlot LLC Address' Main Road ARCH I TEGT '. Southold, New York ® 225.81 I Suffolk Count Tax Map N, 1000-15-02-2 4400 Veterans Highway N 59D11 30 E - - - - - - - - = -- - - - - - - - - - - - - - �' - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - Zoning: A Suite 20'1 / r - - — - }_ Proposed Use: Wlnery J®( '• � (;�,,)\ � I Holbrook N.Y., II"141 BIJILDIN& DATA: / y I SITE DRAINAGE CALCULATIONS: Phone: -o oe . na volume Usage: A-2 Wineryarea Material a area run (63U491-5228 Phone: (651)4'11-5229 (22) Fire Hazard: Low Area A =1894 c.f. 2'7 v.f. Construction: Type 5b L i `� I Parking Asphalt 8565 100% =.169 -1430 I Landscape Greed 5082 15% =.169 =129 \ Building Shingles 1100 100% =.169 =319 Area B =1512 c.f. 22 v.f. � � I Parking Asphalt 9919 100% =.169 =1512 Landscape brass 8154 15% =.169 =223 ntdshielded down Area G =555 C.f. 5 V.P. Parking Asphalt 1619 100% =.169 =290 ,('21) —VINEYARD- -� - \\ '">). j Landscape brass 34Oq 15% =.169 =85 iArea D =996 C.P. 15 v.P. (22) Parking Asphalt 5441 100% =.169 =5'14 Aluminum po t 7 E �. a, `\ I Landscape brass 2216 15% =.169 -85 NM Merlot LLG ! P � , IN/F Merlot LLG I Building Asphalt 1100 100% =.169 =319 Area E =654 c:P. 10 V.P. \ ; i Building Shingles 5800 100% =.169 =654 TOTALS 5351 c.f. 9q V.P. Use 10' dia. Rings a 66.42 O.P./ v.P. 5551 /68.42 = 98.2 vd. Pole base flu with grade 121) 1 I I i \ 101.,�.110' �� p I i Concrete Pole lo ise OLE �- 4- 'r,.� ` r`li.r°II`S. �'1 `\," �4(e ' (" c {�ei� .. IIi'15�, i, H,` - - "I .L - - -ix' \ { , I 1 I I Water tight Cover y` a kkt , ;�< ., ¢!Mi .. :,y� \ , i i or Inlet grate to grade _ ' - - - - - _ — ' _ — _ - � � '• ;i i. ii 'kr+}�,Ir .rgn,r yi al'r3t., I'-5 \ I I q .'# I I LIGHTING NOTES: Q.Q 7:717 I. i - � I I Lighting fixtures shall be; a. (2) Hubbell Model A58 e G 250 watt Metal Halide, '� DUMP AIL**) 1�rf PJ �P SEE DETAIL*0) -� % / /;� ;!/,/� - �'. ,�'It�,`{r, 1 : 'r,�'r ,Tu\ ,S ", ,: / ��// 1 ; , -� I platinum finish, light fixtures on ole a I5' above rade min F, dia. st domea ,; I I RGP PI e b. Hubbell Ma nullter Model-MV 250 watt Metal Halide ! 3 �'b^{(c'r . // :i i / : / 'Al N - " ''' i=", J OPEN GOURTYA r'S, 'r %' A aIIOW 4 for light fixtures mounted on wall ® 8' above rade rL7, i I I 9 9 Tn / \� p I I final adjustment b.21oo' /,'i,•' i ",y, \�'I'9, 5x`}. \ " / %%�!./'i /% � fr 2. All outdoor lighting fixtures shall be shielded on the tops Vacating 9 9 P �v �\ down. Q' Esw S '4 — — -- 7 Cl C__7 9 ' dia �' ��SORY BML ,/, / //" J 11 IOeGast ❑❑ ❑ �❑❑� and sides and directed straight N r n I TP. \ / /�, / / /�/ �------------- 1 lr� do a LAY leaching / • 1 -_._._ p /� ii,,, boo sa,Fr,/ ;, �.i �/ /�/ 'i' I ring JULIE]❑ L _JF1n0 4) o _ >rvlo'JA.xM. , �! i i,i;,i,;, ;,F.F, +1 .50 /;' j: i 1 i/` i',, , i, ���; �/,;; (% . ,/ /,�:�// .;/ I CI❑❑C7 CI L] ❑❑Lill a ii ,i;,�, I 3' collar 1 -` ��-.,_ �' arwlro a ./ -t•' e. �'- -- '// ��� /'/ 'i / -- IJCIU❑❑ ❑ ❑❑❑CI m �{V OR CGP- I ' ----�' r5OR55h, ,/-i;- ... / ///: // , - Of Glean i k - _ ® i rF "-COVERED EN -� / �j:,� , , , I \ \l d i, � ,�`�� /: / , I sand 6 o Legend �o ..II .Co_ / ',�//' 0 ; .r \ � � o D p I i !'% fJLI❑❑❑ LI❑O� o� 9 oQ - / ';� I_� _ I� i i/ ' r/,/ / / oQo. I Gravel z2_ _ T . F / uuL ❑❑ ❑ ❑Lunn L, n FQ (00.00) Existing Elevation N/F JAQUELINE BAUER SPACES or �-� _ i ' �l-l��l� ❑ . � ❑LIQ Hubbell Ma ullter MV Nf -„-> - i ._;_ . v��� �pI /5- - i �� Hubbell Model ASB 4n 00.00 Proposed Elevation SIDEWALK-� d (� \ I + Precast . Ring .__--- P / `'I Footing Ring la. _ c T.G. Top of b _ P cur a P { �� M„. c \ Used If soil £ Fixture Details 7,6. Top of grate �- I r �L.=lee' % --„ -- 1 \ -�\ aORse TP. %p condition ragylra �, .---- - ---.- -- -. --= Elev. Elevation HP. P• I 8” X 12” ' Q "„_ �r� - _ �- ; P. I ( IU , \ �� � - -- -- — -- H.P. High point pi' - Bottom of Pool aO ' 4 GI) � \ \VIA x'I' \ Ty7 . Leaching Pool CURBTRAN I / 0- J2. 1Ot +20 :% �A.xL/ T P. \ r moa' - ' / 1 O I� / v1 i � 1 � �-IS” P, GLI R G41 v, o 36 SPAkS 1 O \y% \r i... HP.21�5' ..� DRAINAGE PLAN 8. / AGES: %°nix 5' SANI l�AR7.gYST� _X4.00 L--DROP ED CURB I y _ I � , . 1 C ,3 Ir . +wyO' TP _-1-099-1351—A95RAILROAD XX P ,a5' J� O J G�6'- Tb. a b' r Tar I . T.O.+19y0' � H, ig b •,alp�c� T . ,TP. 20] 20 10�TA HP.�yo' O �- 17 \` ;# HP. - I---'ZQ•QQ T. o0� \' RB =� GI5 GL& OR CGTRANSITION u� WZ_P DROPPED __ O �zz NEW WINERY FOR DUGKWAL dK22} Ir'6RA,755 A IJ2511:. - y, . ,}pp{{ -, nF {� �.2} c { PO L,16 � r . - r r \ r , )fes L �'9 0) �, s (71 s � t CN90 <f � E1€,> e;;E) !E)©Jst �)€, �� , 7 ' a ]�I ie s 5) © Y6JCeG© E> n€ �U fie, ? � ' � :' N N N 40 f� ` , ( a © (9> P� ll,© OY � © G` (5) (��N �C�) L7 LB' © © Os `� 00,' Q P9 Z ' \ V �. \ " t 4� > PLS y' v 0' MM oTo� 1rT s ; I_y � , r � � ti - � — i " — - - - - - - - -25'°1°4 _ '- - - -- - - - - - - - - - - - - - - - - - - - - - —/ \•r ,; R MAIN RD. -1595 E- - = - — - - ,,,.% o F9 _ q/�. SOUTHOLD, NEW YORK EDGE OF EXIS IN6 PAVEMENT . • CURB TO TAPER \ - MAIN ROAD - - - - - - - --FLUSH Vy/ PAVEMENT -=�--� MAIN RO �, /- EXISTING VSA MAIN j' " AD 1O225/05 a) SITE LOCATION FLAN ROAD State \Road 25 ` ) scale I"=600.0' �517F— PLAN scale "=20.O' + i PROPERTY INFORMATION: Charles K Southard Jr. Owner: MERLOT LLC, N/F Merlot LLC, fAiddre5r. Main ap . 1000-TS-02-2 a BransHighway 22rJ- .81 � - Suffolk County TaxSouthold, # York 4400 Vat i1 T j � _ - - - - - - - - _ - - - - - _ �•- - - - _' - - '' b' high opaque self closing metal gates in y / r - - - - - - - - - - - - - - - - - -•T - - - - ' - - r,=, - - - - -�O, ,J�_ I 8' .' 8_0 Suits 201 8.. 311 Hinge posts welded an hored In oun so tion wall, wall. Proposed Use: Winer Holbrook N.Y., 11-141 N SgDll '30" E zoom A-G - - - - g p ' -rI 1 I 8" Thick cont. blk. Deep and anchored at p I Phone: (63104'!1-5228 _ I Oi Wall ralnf. each tour Provide hot dipped turn buckle tension wire Usage: A-2 Winery ! - _ _ _ - I Phone: (631)4 !1-5221 O i i22), r I - t- At shaded areas all •'; Walls to be 8" thick, split faced block to match now Fire Hazard: Low I , 1 Cores to be filled Building, with 3' Deep 8" Foundation wall. Construction: a 5b ' Q (" I /W P.O. To anchor Poured cont, slab b" thick, reinforced W/ 66/88 WWF' SITE DEVEL.OFMT D T r' Gate hinges Hot dipped galvanized fittings, pipe, hinge devices. SitaArea : _91401 sq ft. or 2.1 acres i .� Gate latch, pole caps, etc. Note gate to gals. ' I Dipped after Walding Building Area�'l600 4' I I I 6" Provide hose bib For cleaning the area. Alta Coverage: 8.3 % Asphalt Paving: 25208 s.f.. 2'1."1% Total Landscaping (Including Vineyard): 54948 s.f.+/- or 5115 % DUMPSTER DETAILS Total Front Yard Landscaping: 12013 sq ft +/- or 132% Consult owner as to what I -VINEYARD ,,i, Size container he Intends ., j pea Required/Alowe o ose xis In _r To use and adjust size to fit, Minimum Lot Area Lot width at Road Fronta a gi 80p00 s ,2".55 ss, . . I 1 Max 51oppe 1:12 axlmum m ervlous race xx I Aih j �Aldewalk -0 Maximum Bulndin arHelSet ere xx 100 ft. 100 ft. N/F Merlot LLC, , N/F Merlot LLC I � U a --Minimum I e err e c0 Total Side Yard 5e a 20 50 Pt. + - \ , I m > Inlmum err or ac 75 ft. +/- 131 Pt. � Handicap Ramp Details � � not to scale Tasting Room: Ispace/100 S.F. , I Permanently Installed signs ata 4000 5.P1100 s.P.= 40 = 40 spaces - �q -�-'--"'- I -�''�` I clear height of 60"-80' above grade. Warehouse: I space/ 1000 sq.ft. \ , Signs shall be placed as to not Interfere with 1000 s.f✓1000 S.F. = I = I spaces L Ramp access or pedestrian adhering passage. Private Tasting: I space/100 S.F. I I Signs shall be made of self adhering vinyl 600 s.fJ100 S.F. = 6 = 6 spaces s 9 S N/F LONG ISLAND RAILROAD // T X606 n �� Offices: I space/100 S.F. = T T�•' 7': rl 1 TEST HOLE 2000 S.F. S.F. spQ s ��p1s 11 \ 1 (_ _ loQa , _ _ Outdoor Tasting: spQce/IOO S.F. n i i ' 1 I ' i SOUTH SHORE: EXCAVATION roc '/ I ' 'rr"i, „' IY a 1. �� �� „ r ` ' I i 1 2400 s.f./100 s.f. = 24 = 24 spaces �y I •\ IdE aE_.TFE .LI;a A@t+�n- -+ ❑ i?W e .. 'W '^ i , OLE 1 n- 1 I Jan, 1, 2005 r * u ' 1 r I I I Required = '15 spaces Provided = 15 spaces ' 111h-�Y' [� 1 � . 'Lhr't�➢ k1 N° , i, 3 „ l l , SLI )_D€ rG n �tr '-, r , 1 , ' O- JJ u' ELEV.:23.50' � &/0- 11-1j" '� i ,f U Handicap Parking = 4 , I -r�'q �P 'tt� }''1n`�[y{,{,+q,�!u r �� ''I I i I I Tod SOIL 1. All site Information was taken from a survey by John O. Ehlers, / 4�' ,� .✓ :'`-7 1� n 00 . .,Z t9 Sp R 95 , n 1 p Ao l:' , , I I I , !ru - , `; u 'n F a 'i.0m"q°tr 1, N V r I r l' L.S. ; Jush 11 2004. - � , " �rz`r ' J', '� , ,1 „ tk' � � I, 4 ' ' '�-•'r � r , „ , , , - � � �A- I I I I I 2, All work shall conform to the latest Planning Board DUhPSTER 4 i' r , Ir° i1 a }, ,y'. 'u , r 1 u If � ., Ii „�`.� I I I , , specifications and standards. ' SEE D TAILS r.i s , n 1 lira , , n'ef"i"„ p I, �' 1 r'. ' O 3. The Developer must notify the Town Engineering Division, 24 hours In advance of the commencement ft, SAND t GRA L of any on site drainage, curb, or paving work. 4. The Developer must notify the Highway Engineering T ZO.-15' T 1 ,D O rl, 1 � 'i 'ir t° n , "� , u li 'i r /, i i, , �'-`) I I I �y T SP p 9 9 9 9 9 'li if I Department 24 hours In advance of the O T. .zo5o' 6 ,OPEN GOURTYAR�, I I ' I u g A u / � ". , I I I ' commencement of any off site dra nage, c rb, paving, ,� , „, „:���;�,, I L, �� ' " � � :' i i, vp I I I I NTS driveway aprons, and sidewalks. o"� / Town of Southold shall be notified 48 hours In advance of if �21lJ� I �o OI No Waer Encountered - i T.P. '0 '. ? I, i;- i % i �' J I I ' z , I 6. Al11t afFlc control devices, Is. Signals, Si ns,na d11pavement i o A F ';o 1 ------- ! 9 9 th / ` q TO. +1 .T5' i' I 0 ° t markings shall be Installed In conformance with a guidelines /' •'Z • �� ' a c;2'0 1 "IF SrOR fgUILJ . 0. ', ' "�,;: I I I =: of the NYS Manual of Traffic Control Devices and as directed r • E--- 0 ' ky '1300 5QFT O i `4 ' ' \ I I 0 U' "k by the Town of Riverhead Division oP Traffic Aafaty / �J _ �'1� /[ ~, 71A. .-,F.F + 50' 0 �'� ! � I 0 � ' '7. All site concrete shall be 4000 sl minimum at 28 days. i-- ' y B"MIW t11 c � � � _a' I 3 8. Location and grades for curbs and sidewalks shall be verified 1 O i_�T- ,' I I with the Town of Southold Highway Department , 5.C.D.P.W. IS" RCP, �P_ 5DR s$ ;01, i i / ' - 1 PI. E r .0 COVERED ENTf�h' y 11� , r I N : q or N.Y.S.D.O-T. prior to cons rust on. q. All elevations are In U.S.G.4G.5. datum Legend O .2 00\ Ty 3. n i i - OOo I I i V 10. All landscaped areas shall have underground sprinkler _ p g p (00.00) Existing Elevation N/F JAOUELINE BAUER -3`-= --1 ---- so 00 i \ ' I 4 double strand #12 wire systems In accordance with Town specifications.I R �_ L _SPACES �$ I y a 00.00 Proposed Elevation HP.Zoos' v GALAS T ---7 -- I 0.001 , ,. i: faced ° �e I �n Y (21 places rein Any curb, gutter, sidewalk, driveway apron, or shoulder which i 1 rubber hose T.C. o aP curb q , -�_ G•' a'- . a, ' s" sou<er has been damaged shall io removed and replaced From P SIDEWALK _ o F1- p _ -'6 FIFT'wc .- I I burlap wrap expansion pint to expansion pint For the full depth. T.G. Top of grata j1 , s• ml J p J p s' long x 2" ala. amkes Elev. Elevation Z 12. Electric and telephone services shall be underground. I \ m , .P. 20. j'I - T.P/ o. I r.P. zo. / \ i>\ I ' - p 9 p y H.P. High point , dd /I O 1 ''`'lY;, 15" P, C IV OR Cr o 13. All pavement markings shall be thermoplastic (Suffolk Count 9 - L O \ Q \ I J unless otherwise noted F 1 ^JQ H.P. §135' G \ spec �? -A A A O , ' rook ball H.P.sorts' ,- � I //� , 0 1 Concrete street curb: 763 lin. Ft. �lrf yBq�-' . N N w I I Concrete sidewalk: 2,161 sq. Ft. F- I /Z . , H.P.20.1 �l A 5vl""''I Tb. +Zo.00' m , horklculkural Boll Q �. I Concrete site curb: 1001 In. Ft. I TP. Zol 5' '\ / / O / 10 IJI-A.X TP. 2050' , AREA E T.G.Zol15' N� r�aRx"-'= - =I OO' , I Asphalt paving: 2810 sq. Yards '7 p! 0 � � �J-� • 1 :- ' I trees: (30) • , , 12" Il diem rl2" K/ i 1 J ,;T, SP b 1 �J a 1 I shrubs: MCI) J1t'1-- q Tree Planitln Detall SITE PLAN Z la'mA.1c tr ," r" , '0 d , - 5 AR ,�Y Area of natural vegetation to remain .I acres T• 114 ' i 1 LAND5GAPIN6: Common name 5clentll lc name Spacing Size (Gal.) auci (a rox10 UTt � W fid" , SSI NS -- --- l O I _� I - --- -- P 9 y PP 6 \ ' 'y;, d Ii - I A. London Plane Platanus Acerlfolla 20' 3-1/2" (15) \ B. Fin Oak quercus Palustris 20' 3-I/2" (S) ! I TP.Z035Y{�," �3 SPACES TOTAL AREA B _ ' : _ I G. Upright Yews I•Ilcks 4' 48" (311) / - " Tb. +19.15' I 1 1 o A, Io'm�f 9' 71 /'" O lo' DIA. X'1 lfb. +19.'15' I _ ' D. American Holl Ilex o ata 4' 24"-30" (20) _•°' �;'. H.P.35.1s' AREA G / �' rJ ': 0 Ila''VAA. T \` , 0 I : y p i I • L / • 1 H.P. ZQ.15' _ I E. Red Cedar Juniperus Vlrglnlona 4' 24"-30" (60) Ln 200 Oi�U �� IO D1A. ,., / � �J m ' � \ I ; Install Underground Irrigation system along all landscaped areas, I "IRGP, �I_IV OR GGP I Road frontages and buffer zones. A€y, " FLC. , GLI OR G' P , ��- - NEW WINERY FOR DUGKWAL I / Ilquld asphalt seal E ) rya ' "'''G S Q PO LIG 0 j I F.TJ N� JON T. LAKE saw cut E �3 ,, h`' ELI HT _i T.G. 2 y5; 1 T.P. o ; _. _r. :30.-315 ' a .Ts' n@� , I �/ 'i �1 l - , I' "' yl' - _ -- - ' 1 1/2" to course ( . .1'5. Type 6F) ' s ? .;lsp' � sry,. . ? 'G i?P' :;`54V;'L"I"!l. ;.'�i '•�^•I ', 1; flb¢� 'a'u'i,trh }iir .'?14: .;;a,1ta'sl`i �:rlhrt°'3 4R"?C y 9,�nyi r 'I ►t' " ' ' �I [; �� 0 I 5" Dense Grd. Agg" . ( Item 201) 2" Type 6F Asphalt 111 , E,pEy iEr Ef+E} E E E E) E ( Q E E E E E E E E E E G C" tn+ J 4 J LG y 2100 d I � OO005 C� 000C9) 000E"EE>' �1 �, r, '�' �j bcl C� 0Ov O OZ7 C�OQ� O O J� 1 ` 'E B E E € E E E E E E E E E . - Ji JERaME _ _ C �' O 0,.�k �$ L _ _ - _ _ //' W stabilized soil u E E 00 O - " O+n, ` / THOMAS JEROME 4'-O" " f 1 1 3 n,$ tack coat 5" thick Denser br. Aggr. 111 GF2AAS D�S , o rycO1 ry - y ` � \ a� . OO jr JACUELINE BAUER J;/// / ' Q W I I/2 radius 6" stabilized base © © © ` © G' � 'G( 'j © © 0+. 1© © 10`, J'© ©l�'ti r © ©•iC 5 ?' 4 fi k 1 ,- - , ' f, h.< - - -° - - - - IQ i Q r9rass kkS Rebar . 0 #5 Rebar Z ' . ,fir "G ? ,r "? �1 , .. _ I,�1 #,,� .Y�_ 1` @i- - - (// / _ M1' thick concrete side alk - _ - _ .- - _ _ - ' ll - - i..,i:.I iJ�. Gid-' "/ W a J S gdl 0 W �..�6 2 EDGE O_TXIS"�l- --- PAVEMENT - CURB TO TAPER - - � . .- . . -. - ••• SAITHOLD Tr.sr ompaate I se PLUSH W/ PAVEMENTS-J Y'DRANT t0 10/257196. N YDRANTi - - - ____ --- - --=- - ----"----"-----"-----"-----"==--" - --- --" ----"---- "-----"-- --"-----"-' ---"---- ----"- ---" -- -----"---- ---w-----"- 1 � II/211/ 5 a EW YORK s.; "MAIN " SITE LOGIT ON FLAN '' scale "=7.00.0' ON SITE k� R.O.W. s M?�IN Ra 0AED tate__ awcut / Street Repoir, Curb, Sidevwalk S 1 TE PLAN of saale 1"=20.0' Site Curb i'avin (Item 1-TA) FROFERTY INFORMATION: Charles W, Southard Jr. Owner. MERLOT LLC N/F Merlot LLC Address) Main Road /�.RGH TELT Southold, Naw York /IVC) 22rJ. .a� ' Suffolk County Tax Map x: 1000-"15-02-2 4400 Veterans Highway N 5aID1130 E _ — _ _ — _ _ — _ _ — _ _ ,� _ _ — _ _ — _ - - - - - - - - - - - - - - - - - - - - _g SITE LGULA NS Zoning: A-G SteTNY 11741 I u r " - — - - — - - — - - — - I I {0�-,I' Proposed Use: Wlnery ,741 (25) I DRAINAGE GA TIO Holbrook I �f' area Material area run-off coa . Rainfall = vo ume = Phone: (6304'11-5228 (V Usage: A-2 Wlnery Phone: (631)411-5229 �- 'w?), � -'- �- - - Area A =1096 c.f. Ib v.f. Fire Hazard: Low Construction. 7gpe5b Parking Asphalt 4565 100% =.167 ='162 N �y Landscape brass 6'14 15% =.167 =17 IV I Building Shingles '7600 100% =.16'1 =317 Area B =95'1 c.f. 14 v.f. I I 70 Parking Asphalt 5312 100% =.167 =887 , Landscape Grass 2780 15% =.167 =70 lights pointing down 1 ' Area G =1142 c.f. 17 v.f. and shielded Parking Asphalt 6211 100% -.167 =103-1 VINEYARD \ f=',���, Landscape Grass 4193 15% =.167 =105 ''I (2 1) =(0511=659 C'S. 10 v.f. I I1 Area D _ Parking Asphalt 3757 100% =.167 =627 1 Landscape Grass 1270 15% =,167 =32 Aluminum pot in E I m Area E =711 c.f. II v.f. f , J N/F Merlot LLC , , ,� J d fOB1� N/F Merlot LLC Parking Asphalt 3810 100% =.167 =636 L, . , II \ Landscape Grass 3002 15% =.167 =75 I Area F =948 c.f. 14 v.f. J Building Shingles 7600 100% =.167 =317 Parking Asphalt 3314 100% =.167 =553 Pole base flu h I �'I Landscape Grass 3111 159. =.167 =78 with grade , ' 1 ; Area G =634 c.f. 10 v.f. ('FI) 1ry""� Building Shingles 7600 100% =.167 =634 10'6A`X lo' { qrj TOTAL5 7090 C.P. 106 v.f. Concrete Pole bise I • (2'�? , Use 10' dla. Rings ® 68.42 c.P./ v.f. 7090 /68.42 = 103.6 v.f. h ,PJE,,��yyOIF''��yyI.L4 6 in All ,IQI,"hp ,T J4 4 Fl l.''M1 I`IJIT G r ".y_I � ,�� ' 1 q 1 'll S -•�'I • ,�;x3 � r " Water tight Cover � MIN a t� t q t4 t e ' �J`��J.l or Inlet grate o grad dj . „ ar l a v LIGHTING NOTES: �,I III ' 1 ,TpR. I]G�, 111 1 h I T ,I yR , I, I DU P AILS f u rf'a . . 1 'X p''I, ' ulr �I, _____:7' _ ___EE DETAIL'rOD ' c , I' q (. J, u � , ' ' I, M1 " '' �� / `� - --- --- I. LI htin fixtures shall be; I gg, I, r, rluIh „ �r°rl; „',u � �N a. ( Hubbell ModeIgA5B Type G 25p0 Watt Metal Halide, I T. 20.75' T . v ;.' , O I� rl r „I°i, , it �, I platinum finish, light fixtures on ole a 15' above rade _+- (��, min 5” dla. rec st dome RGP Pipe p ® b. Hubbell Magnullter Modal-MV 250 watt Metal Halide II Q / /- ; ' �, allow 4 for light fixtures mounted on wall ® 8' above grade A A , ��L,, OPEN GOURTYAR �Iq r c �`� ' ' ��i 4Z'fQ g u u n n u , , :" 4` final ad�VStment ,I , ° " ' I 2. All outdoor lighting fixtures shall be shielded on the tops v5 tin,. ` 'i i. �� ' / �� /' � ( I of Gastln 9 9 p IM1 g y'?q' 0O❑❑❑ ❑ ❑❑❑0 and sides and directed straight down. Xr-ARID F �: i , i , , i M1 u I�°lu , �� % i: dla 000❑00 (20) 1 0 S i t i i i /� / > preco5t 0❑ v A:xr o �- ❑❑❑ ❑ ❑❑❑0 i 0 I X0 i ONE STQRY BUILD { ,�,r„ � 1 im JF 7r leaching 6 • /� p i%� ���� �� 1730,0 SQ FT j0 / /� ., , , �'� I + .50 . 0 i ':i - i/,/� I 1 ring o❑❑❑❑ ❑❑❑❑o K5 � 10'01A. XT' ` .�5.. i , I 0❑❑❑❑ ❑❑❑❑0 6„Mi' roc / i ; �� / /� '�i % %% I 1 i 3 collar MODE] E117:1000 15” RGP, GP y O svgs ' '.%, �,�.! COVERED I ENTRIIY y ,,� //;�� �,�,/ i 'AA ; `- I of cleon sand Legend aao ro. a ry ' i Gravel 0❑❑❑❑ ❑ ❑❑❑0 N/F JAQUELINE BAUER I k' ._1 -SPACES i - /O .�j i ' " ' p -IVP-2a.7s' - 1 1 - / / s nn 0❑❑❑❑ ❑❑❑❑0 Hubbell Model ASB Hubbell Magnuliter MV (00.00) Existing Elevation �V PreGaSt 00.00 Proposed Elevation r o v Gans v 1 0 001 j; Footing Ring O la. c I I 1H SIDEWALK I ��� g g E Fixture Details T.G. Top of curb b Pvc Used If soil T.G. Top of grata Z do.218y T.C.21. s' - �. svrx 55 T.c. 212s' i GOndItIOnS rec�UirO e _ Elev. Elevation I Q I P. 20, TP/ o (SuT.P. 20. : '1 8 x 2 H,P. High point W 1 0 '7., 15' P, 4 IV OR GG Bottom of Pool _ I k Qom/ r-ArRZA OH.P.20.'75' , --. ' F P Typ . Leaching Pool nm A 2050 '� d H.P. Y ',"1 `,� rb. +2a.00' N m T.P. '1 p 21,00' TG.20'151 / .62 '� Q , , • r �/ ' p `, DRAINAGE PLAN 5 A ES b 00 (,, O I N i m n }�D r O Q 5 4 AR SY TEM �Q 1 9 �' q x b' R T. es • �Fw" : , r T.P.20 s' T. T,, fr`,} .� Q 1, - LONIS OD ISLAND RAILRA 0 W i 51 NS 620 n I ' ("J , I oy Tu:1 ' i ,TP.2025Y(�W' Ali 7A�3 SPACES TOTAL 10'OIAN(9' O 10' DIA. %7 I H.P..2o.r5' AREA G / L / Q 1 0 al' S mx 7 0 u �� l - 1 / wrhl m �, i ..pp-0- lo'VIA.X 5' OR GGP a 800 " RIG , GLI OR G P � VF I kz NEW WINERY FOR DUGKWAL ani 0:2 G S 6 PO 1-16-17 75' T.P. 2 2 111 t' ff 3 ,., A :t '°". �.1., t a 3f pa ; t, f, a2 � 3 ' !�u u3<, k ;;� L f r ? a4�^. 4' 1�} I �ooCE��b 000 bo© o© pO 5 E ©oOZE� ©o V o®Z ©, E ©I tE 0 GRASS a H) GRASS(120) I _ m kV4, ry 1c c o c � ' 0� dlO 0 c p tid �OP9 MAIN RD. 5OUTHOLD, EDGE OFiEX15 INC PAVEMENT - - MAIN ROAD _� MAIN p 10295/5 2o NEW YORK -"----"-----"=-_-"----"----"----- "----"----"--=='' -----°----"----"-----"-----" --"---------------------------------------------------------PAVEMENT -v,----"- ROAD EXISTING I^"(;A'fEF2 MrtIN G?� SITE LOTION PLAN _ MAIN ROAD Stat� ' .Road �a : I scale l"=600.0' S 1 TE PLAN ; scale 1"=20.0' of 2 i Charles N. Southard Jr. f ARCHITECT I 4400 Vetaran'e Highway Suite #20"1 NORTH Holbrook, New York IIT41 i Phone (631) 4"11-5228 Fax (631) 4?I-5229 140'-0" I� 90'-00 601-00 50'-00 [ - jY FJ I_I 11 J r i L I n 'rl IZ j(_ rf J J n r l 1 1 - 'r ' 1 f _( ❑ Y I' j ?' l_ I. r 4' I'I 6'-e" `I 1 41 Y ❑ ( I-; CI 1-1 L ' l l ,J I Q, ;CI, 7 C I Lt I I Ll u 1I rJ rI 11 U, JL rI I-1 I1 1 Ij: l u' Lr 'n 1_ j:, CI ?.r II 17 `❑ Li u �` II II - �_ _LI1JD. DJIIA_ YO L I: I J -1 Cl J 1 [ ( J.1 I 1 j:_` l-I ..I LI l J ri. LrI _ L ❑ G 11 r.J `rIi e o!_Ere_Ille Iaove_ _ I_JF_�1 _1-1 `[_I `C7 7J r,- ' I' I J - I I. _ I_' I ' -�i I_ I D I L I I I Ej 1-1 1 F -1 I 1 __ _ -- I , IJ :7 ❑ �1 1 ❑, ❑ CL. I, i :I i- C(II LI i I r1 0 CJ, p 1 LI --.I-- i 'LI I 1 I I L,J CI 1 I a _I�I I _1 1 1 i_� I �CI I III �-a. ,I-t� ,I J.. 1 ( r' `I ❑ n`!.I{ Li iv , ill ] 1 -i _I III ❑ .1 '.7 )', I C1 J I Ll C LI ,� I -' 1-J LI' -n I- rLJ' I`r i m .. 11 1-7 ❑ ❑ I I ❑ ;J ❑ 1-1 ❑ tl„ 1.J, C7 ❑ I t� f t " 111l' . ❑. rl L - . 7 `L1 � CI J E M .Q LF .Q, ,CI ,C r:i� CI . 1 � I I 1J� iii �❑ R LI J r l IE �, �I ❑, `J i- I 11 LLI 11 LI �I, )..I C-i rl 1-I CI Ef I1 LI J=l ,C( J-1 Cf 'q, L! ❑ I; {L, 1_I 11 ❑ JFF F1 ,Cl C1, El I� I IEq1= L _ _ LI 7 -:I L: LI I LJ C f_f 'I i J r i7 : _ LI 1 C' p !: 7 I_; ,t- 'f !-i 1J CI L_fI4, _N LE" T ; i1- IJ I_I q C( LI. ❑ IC, I' LI ;CI CI CI - I_J - _I CI, 1_I rJ `IC ill n1-" `1-_I '�J J7 7 -( Q Cl Q i, CI I, i 1, L I-� 'C1 �1, -1 LI TI I I ,Q 'I1 1:7. .I CI LI LI )7 Lam 17 y]. f-( �1 ,p, LI D rli L• " I I_( P L-1. LC .I 1. CI ;.J ❑ la L '� CI _: � ;G 1 I'1 LI' FI I=1 rl Li. ,LI C. r 1 1 -I't-JFF- '1 1 -1 C C -y DEC - 8 2005 -- -Ct - - - 1 ;CI- ("I )=, 1 K, ❑ I_r, Q I J LI, ❑ 1 '_r 1 C' I I - CI l-1- `I I' C LJ '❑` ,I{I q I: ICI 1 ] LI I 1 (- - 1 71 ❑ - - �' !-1l 1 L7� 1 `I LII ❑ 1 ( �❑ C7 Il� rl -I ( �' _. -1. { I ❑ I I Y , 1 r' )=1 ❑ `❑„ `71 ❑ ❑ �7 J LI ;Of I; 'r1 4 I a ,❑ G r7 ❑ L I J 1 -1 YJ ❑( ❑ l.Y .❑ .. . 17 ❑ `G I '❑ lel ❑, r 1 1 `I ❑ LC p' t I L' ❑ I I IF ❑ `I J' 17 a I � � - i- - 1. ❑ i 'I 1 L }71 � J 1-7 ,r1 .� `L( rr LJ ❑ El C I a IJ tI-F I 1 - E[ 1 I LI O -11 ❑ 1 ❑ I L `Ci 1 �� 1f II'-l0" 251-0" It 1] PL IC Ll ❑ �C� a I7 Ii I_I �LI ° It a r a u: 1-1 a rl a `11 t m +KTITC-27 PRI ATE TASTING 1 liJ ❑ r 1 la i_ I 1 I-' F! ' 1 " Q f Z F] L r1 1 h 1- 7 r ; o in a I� 1 'r I .r LI El YJ I - 1 L: LI I ti. 6001 s.E I7, I_i f r L I L, C1 1 LJ 1-7, r T ❑ r.l I III J I_IL 1 1 J .J COURT YARDI, J I L{ r 1 IC ❑. .CL 1Ti 1 r `Pr7 L -- U LI , 41-0"7 fl Q R Q ❑ L pF1 I Ij I.( X36001 sL� f t � Q Li T I ' 1-7 I L�J r;15 l (Pavers) QJC( E 1 , 171 UI I Ir I -1 rf T"j1.1 jJ -I J ❑ �_I 11 fJ ' a 7 J l� I . 1 J F1 ❑ L1 r1 Ef 1J 17 1J J7 F rIL e e ° �El L7 it ' 4b M I; I_ - J J.I i] ' ) l L 7 �- L ❑ C � I 'I I � vw Q TASTINb- _ _ L I ILJ U BAR f 1 (1 1J 1_k �J rJ i ' �LJ r� I_I l7 �i I' �❑. J I .h'7 � "I I r I ' I i i i ❑ t I' [TI 0 I - O m RECEIVING STOR!"c"'E. _l ]I1 LI I IF ,.-I I_i 'I,], f 1 Ll I" rl �.J D Q. I 1 I I 1 , � o II LXX � 1 - --1! ,I .I J� I '[ ,Cl I i"�- -f � 'T--LII = q`O,� Q - LI rI p Tl � tl Ll, ❑ :f ❑ p 4 J L Li T: J.I E j ❑. G i. L f;. 7; i ! Et `I-1 1 _, i I r I $ _- _ __ T I I TA5TING ROOM =- -- - --- �-- -- r 4000 s.l. I P3 11'-4" - ------------------------------ �/' VEST BULEE nVxm • j I i I I I ENERAL OFFICE i_v ., I( Ia e) p -- - - - 4 - i• __ -' rMela ramp. w+suw Floor Plan f 111L _ 4 i i O p 4I L13 ��_ -..I I Ep,ED ARC { P7 -I 1 10' lo" CASE STORAbE . . 900 s.P. j--1 ---J mRoo! Above q ._..:,. I�'-4" 99_4" I]'_4i' rr.nen ramm _ p. II Fpr PIF DUCK WALK VINEYARDS FLOOR PLAN t t I 1 Maln Road (NYS RTE 25) Southold, New York 11/1'1/05 of 5 Charles W. Southard Jr. ARCHITECT 4400 Veteran's Hlghway Suite X209 f Holbrook, Naw York 11941 I Phone (631) 491-5228 Fax (631) 491-5229 IIS LiII7 2�FJ1��1�1:'y - - - �I�i,�l; ,�� r x'71.1:•l' `�`U t0� Imi I '. r. ' �' ''�. � d-,� :: F.:n -s' r c. , '41� - �. r Elevation (Facing the Parking Lot) I � II i III IM1111111 111 N111 111111111111111111111 1 I I- r ��.IIrP-,� I"v,�l`„L i.�'`:f. l �.',.;�L..,"•,- J �i-'•.I"' r_.a�' _ .� '`- -i_1-�L. - ' "L. .” -'. ' I"' r ,..;�._.a,.�.�. - - I k i East Elevation f I I P1 1 I 1' I n ti' II a I II II k h I Elevations ISI i,'z , h, ' • • / • ] J' r J C � ] R i r ]� p.l t1y;V . I.LI l u Ia 111'��.�I" �-� �? :{-Cf d,� "1 F • - I �!'�11' ILI; 1°'.�.Jq:. COURT YARD (Facing the Vineyard) QED Af7� ��5Vd.50U7;�/TFc . < ' q ¢ Q�.�.Ah!1'�l2 oL I 3'Tgr 14302 !COQ 1 FOP 19PI' !I i DUCK WALK VINEYARDS I dlill iF 1 i I 1 M1` ;I ' q I ® _ Main Road MYS RTE 25) Southold, New York 05 West Elevation A - 2 of 5 PROPERTY INFORMATION: Charles A. Southard Jr. Owner: MERLOT LLC Address: Main Road A H 17 E G T Southold, Naw York N 54D1I ��° 225,81 II II Suffolk Count Tax Map #: 1000-TS-02-2 4400 Veterans Hlghway b' high opaque self closing metal gates Z A - - - - - - - -- - - - - -� - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - Zoning;o Suite 20'1 r - - - - - - - - - - - - s � I II All corners welded Proposed Use: Winery (23) O h • ' 3" Hinge posts anchored In foundation wall, 2'0" Holbrook N.Y., 11941 � � 8"" •, 8" Deep and anchored at top Into solid block wall. Phone: (631)411-5228 ` , fII♦ II 8'-O" Provide hot dipped turn buckle tension wire Usage: A-2 Winery Walls to be 6" thick, split Paced block to match naw Fire Hazard: Low Phone: (631)4'11-5229 0 I I II Q Building, with 3' Deep 8" Foundation wall. Construct: 5b W/ 1 ) 8" Thick cont. blk. Poured cont. slab 6" thick, reinforced 66/88 MP SITE _ LL.OPMENT DATA: NI \\ II II Wall reinf. each courseHat dipped galvanized fittings, Alpe, hinge devices. as \\. ' At shaded areas all Fate latch, ole cops, etcNote to p . ggalv. Site Area : 91409 sq. ft. or 2.1 acres II IIBu real ?600 s.P. Dipped after Welding \ II II Site Coverage: 8.3 % Gores to be filled Provide hose bib for cleaning the area. Asphalt Paving: 25208 s.f. 299% /W P.G. To anchor 9` ' \ g" bate hinges Total Landscaping (Including Vineyard): 54.348 s.f.+/- or 59.5 % I II p DUIvPSTER DETAILS Total Front Yard Landscaping: 12013 sq, Pt +/- or 13.2% Consult owner as to what \ MM Size container he Intends \ -x(21) VINEYARD \ ,\II II To use and adjust size to fit. Area R equirese xis In i \ me" Inlmum o Area s . \\ II N Lot width at Road Fronta os(22) aximum m ervious ur acexxa, Max 51ope 1.12 Maximum BulldIn Hal htxxN/P SUFFOLK COUNTY ! \� ' II NII 5�_p�' Sidewalk Inlmum ron ar Se ac0 Pt.OSPREY DOMINION GO. ' � \ Im u nimum a ar c Pt. + - ass o 5 a ar ceas Inlmum ar ar a ac139 Pt. \ A I II Handloap Ramp Detai I5 O Tasting Room: I space/100 s.P. _ \ 1 II II not to scale Permanently Installed signs at a 4000 5.fJl00 5.f.= 40 = 40 spaces clear height of 60"-80" above rade. Warehouse: I space/ 1000 sq.Pt. g g 1000 s.f./IOOO s.f. = I = I spaces Signs shall be placed as to not Interfere with private Tastin9 I space/100 s.P. _ Ramp access or pedestrian sidewalk passage. 600 s.f./100 e.f. = 6 = 6 spaces N/F LON& 15LAND RAILROAD Signs shall be made of self adhering vinyl P ' \ 10jVrA X 10' I 1' Offices: I space/100 0. _ • II V r - - - - - - - - - - - - - _ _ 200 s.f./100 s.f. = 2 = 2 spaces TEST HOLE Outdoor Tasting: I space/00 .f.1100 s.f. = 24 = 24 aces s SOUTH SHORE EXCAVATION OLE 1 I Jan. 9, 2005 P Required = '13 spaces Provided = 'f3 spaces rtl • • �' Ind r , , ELEV.:23.50 I _ , Handicap Parking = 4 T \\ �' a°1 -1. e F.aN we � " n a r b.MIN. ,I • r \\\ i II II I I TOP 501E /\ _ _IR s� , , , p 5M I. All site Information was taken from a survey by John G. Ehlers, - - - - - - - - - - - - - - � \ \ ! r .r \ , II L5• ; June9, 2004. `I ' u 1 I I 2. All work shall conform to athend latest Planning Board SEE� A LE.Q O / / j/' / qu n r � � / r� II ; i specifications and standards. II I 3. The Developer must notify the Town Engineering G'Ivislon, 24 hours In advance of the commencement T. 2003' (22) Gy- SAND d RA L of any on site drainage, curb, or paving work. O " D / q.t' / i 'V 4. the Developer must notify the Highway Engineering r. .2050' �p Department 24 hours In advance of the OPEN GOURTYA / , /' � r ' ; .:ommencement of an off site drainage, curb, paving, a �' / ti � � � I 9 9e' P 9' r NTS driveway aprons, and sidewalks. Town of Southold shall be notified 48 hours In advance of No Water Ena>ountered ��� I p ,__,I _ T•P• all construction, or traffic control device Installation vs ,\ -A�--�-� Z : I 6. ,!11 traffic control devices, le. signals, signs, and avement -z- markings r m p � markings shall be Installed In conformance with the guidelines • 1 _ \ /0/ / ONE STORY BUIL o /0 I S of the NYS Manual of Traffic Control Devices and as directed I.F. % 0 / �. / u p ' I N by the Town of Riverhead Division of Traffic Safety VIA. ) 9. All site concrete shall be 4000 psl minimum at 28 days. 10' D 8. Location and grades for curbs and sidewalks shall be verified 15" RG GP 0 sv�rsi s ; j� OVERED EN k ' r Q with the Town of Southold Hlghway Department , S.G.D.P.W. I 0 I ' I or N.Y.S.D.O.T. prior to cons runt on. ------� �j 000 0 I i 9. All elevations are In U.S.G.46.5. datum Legend --------------_-__O ❑_ U 0. All landscaped areas shall have underground sprinkler N/F JAQUELINE BAUER I SPACES / --- I (00.00) Existing Elevation 1 $ Q double strand •12 wire systems In accordance with Town speclPlcatlons. i , I 00.00 Proposed Elevation _"H+�ac+_7s' _ sa 6��55� '�t o ' I ^ , , V (2) pieces reinforced II. Any curb, gutter, sidewalk, drlveway apron, or shoulder which P I \1 51DEWALK i O ba. , Z rubber hose T.G. To of curb W sa,eer has bean damaged shall bo removed and replaced from P I b c \ I 5• mulch burlap wrcP expansion joint to expansion joint for the full depth. T.G. Top of grate z T0.2123' l T .21 be = spR s3 T.0.21.23' ` V long x 2" dia. stakes 12. Electric and telephone services shall be underground. Elev. Elevation Q I •P, o. T.P/ o. ( r.P.2a. , = H.P. High point I I 1 001 �'\0. 15" P, 4 IV oR/co �\ I I 13. All pavement markings shall ba thermoplastic (Suffolk county 9 P ' HP.20.99 f �-, "1-- --/ 1o,au'fy-w REA A s3' �2 ) i , root boll spec] unless otherwise noted cV , Concrete street curb: '163 IIn. Ft. / HP.�o s (20) \ nb. 2000 I \ I Concrete sidewalk: 2,169 sq. Ft. \y horticultural soil AREA E Tu:2°o-51 ' 0 1 ./ , i�o'�1\x TP.22Ao' \\ 1 Concrete site curb: 1001 lin. Ft. yD1A. 11of" \ �J 1 I Asphalt paving: 2810 sq. Yards i FF, e • / • / \ I 12" II diem r12` trees: (30) Tb. «19.'13' ff LES \ I Tree Pantln Detail shrubs: (IIs) 1o'eM:.}C 11' v o ,20,30, \\ , I Area of natural vegetation to remain .1 acres SITE PLAN i / 5 AR. \5Y TEM �R 0, Ir. . I N • 1 1a\1 � emrm ' X T.P.20 3' T.F. \\. LANDSCAPINb: ' W ° 51 NS 1/ I �r _a �-' ' : Common name Scientific name Spacing Size (Col) Quantity (opprox) b / 6 l a I A. London Plane Platanus AcerlPolla 20' 3-I/2" (IS) T41B. Pin Oak Auercus Palustris 20' 3-I/2" (I S) � TP 20 T.6. _i 93 SPACES TOTAL ' i ppk' � Tb. +19.13' � � I I G. Upright Yews Hicks 4' 48" (39) AREA G 1/ My' / Q C 10'DIA\%9 la%VI/4�f(1 `\ .2 .13' , _ (�/ / : D. American Holly Ilex opaca 4' 24"-30" (20)� 2 �' r{�0\Ow 1 / y / 0 'l- -'Z • � (20) H•P 4 ! I E. Red Cedar Junlperus Vlrglnlana 4' 24" 30" O Q, Install Underground Irrigation system along all landscaped areas, " RCP, CI-IV OR GGP Road Frontages and buffer zonas. �• „ . I I-- fi' - NEW WINERY FOR DUGKWAL - 1 \ D I liquid asphalt seal 22 PAC45 0 I N/1= JON T. LAKE AbO ELI HT saw cut .P.20 T3: T.P.2 75•� T.P. O° � .T 2 T. .2 \ 1 I , O I 1 1/2" top course ( N.Y.5. Type 6F) v E QQ E E E QQ© ®© QV E E Q V 4 EO OE �E a e © ©� © Q® O a 5" Dense Grd. Aggr. ( Item 201) I I / E E E E QQ E E � �$ L --_ -- , --0�� '" N/� JEANETTE ROME S stabilized soil 2" Type bF Asphalt DEC - 6 7005 6RA55 i 6RA55(20) \\ O ' THOMAS JEROME _�_ tack coat '°'9 q 1 I/2 radius 4_0 511 thick stabilized eb ase 9r \\ © © © c s c © 9 c © O © © © c © c © © © Oe © © jq-"^'V ,1}© © e © © O \ 0 /F JAQUELINE BAU ,q #5 Rebar grass o Z , 3 k�j \ - 0 O _ iQ 0 1 6.1 2,_ " thick concrete side alk #5 r ej - - - - - - - - - - - - - - - - - - - - - - -1- - -- - - - - - - - - - - - - - --/ - - \ U a - 6'hompoctod fill base MAIN RD \ - - - - - --, - - - 255. ff s qdl PollW r V 7 q 61 50UTHOLD, NEW YO K,,, EDGE OFIEXIS INC PAVEMENT s-• �'-�z" �::..' _ ,fir- _ YDRANT,7'- - --_ . - - W/ PAVEMENT YDRANT CURB �. � FLUSH - - -----•----- -- -"-----•-----•----y ----"-----•----- ----"-----"-----•-----------`-----W-----"-----"-----•-----�-----`----- SITS LOG�.TION PL�.N q 0/25/os EXITINb RR"MAIN „ -----�---� ----- - e 1 (1o)' 9� M,41 N RC)AiD State \iRoad 25 (0) scale 1"=200.0' ON SITE R.O.W. sawcut � - 5175 PLAN i Street Repair, Curb, Sidewalk 3aale °=20.0' ; i' Site Curb $ Pavin (Item a-lA) °f PROPERTY INFORMATION: Charles W. Southard Jr. Owner: MERLOT LLC Address: Main Road ARCH I TEGT \ \ \ Southold, New York O/ 225.81 I It II Suffolk County Tax Map 11: 1000-95-02-2 4400 Veterans Highway N SgDll '30" E / - - - - - - - -- - - - - � - \ - - - - - - - -- - - - - - - - - - - - �� - \ - - - - - - - - - o-,1,JI II Zoning: A-C r - - - - - - - - - - - - � � Suite 20"1 Proposed Use: Winery 2s) II 51TE DRAINAGE CALCULATIONS: BLALDINCy DATA: Holbrook N.Y., 11741 I area Material area run-off coe . Rainfall = volume = Phone: (631)471-5226 ` II Usage: A-2 ll � II Phone: (631)4 !1-52241(22), Area A =1096 c.f. Ib V.P. FlrdLow 4O Parking Asphalt 4565 100% =.16"1 ='162 Construction. e 510 N I \ II Landscape Grass 6"14 15% =.169 =19 Building Shingles -1600 100% =.169 =319 \ Area B =959 c.f. 14 v.f. Parking Asphalt 5312 100% =.169 =669 II Landscape Grass 2960 15% =.169 =90 I ` II II Area C -1142 c.f. 19 v.f. Parking Asphalt 6211 100% =.169 =1059 \ VINEYARD \ Al II Landscape Grass 4195 15% =.169 =105 ' x(21)\ \\ ' II II Area D =6541 c.f. 10 VS. I \� \ II II Parking Asphalt 3959 100% =.169 =629 (22) Landscape Grass 1290 15% =.169 =32 N/F SUFFOLK COUNTY 4 , Area E =911 G.P. 11 v.f. OSPREY DOMINION CO. `\ \\ © ' I II Parking Asphalt 3610 100% =.169 =636 Landscape Grass 3002 15% =.169 =95 `\ I'yII II Area F =946 c.f. 14 v.f. Building Shingles 9600 100% =.169 =319 Parking Asphalt 9314 100% =.169 =553 11 Landscape Grass 3111 15% =.169 =96 Area G =654 c.f. 10 v.f. I (21) ���/'1�\ Bullding Shingles 9600 100% =.169 =634 \ 10'6fA� 10' 1IJ• ` I \ / • t II � II TOTALS 9090 c.f. 106 V.P. (20)\ \ t I II u Use 10' dia. Rings a 66.42 c.f✓ v.f. 9090 /66.42 = 103.6 v.f. OLE oil,N. PVC, " bMImI N Water tight Cover - � DU TER \ II II or Inlet grate to grade : SEE DETAILSv@ ' II X O 0 I T. 20.75' v //O / / \ II -------------------------- -g N ry L 1. L g ti g f1 eN011shallbe: lights pointing down T• ,i'0x' i / 0// / n a. (2) Hubbell Model ASB Typo G 250 watt Metal Halide, and shielded min 15" dia. '-vx-' OPEN GOURTYA / / ' RCP Plpe prec st dome platinum finish, light Flxtures on pole a 15' above grade allow 4" for ® b. Hubbell Magnullter Model-MV 250 watt Metal Halide final ac; ustment light fixtures mounted on wall a 6' above grade U�P•l s u Nei` 1 T.P. II of�casting ' ,� A` / 0❑❑❑❑ ❑❑❑❑0 2. All outdoor lighting fixtures shall be shielded on the tops Y 10 dia El E]❑❑❑Q and sidles and directed straight dwp t on. Aluminum a in precast 0❑❑❑❑ ❑❑❑❑U ` • 1 \ O / �ONE,STOR - E / lo'01A. xT' , F.F. + x.50' leaching 6 A i 0❑❑❑❑ ❑ ❑❑00 m 0❑❑❑❑ ❑ ❑ 6 ❑❑0 I 15" RG GP O svR / COVERED EN IY i'' ► i' SS -- TR ' 3 collar 00❑❑❑ ❑❑❑❑0 �'o a / '/ u�F' o o ----�-- •/iij �r of clean > Legend sand d N/F JAGtUELINE BAUER I _ SPACES o Gravel o❑❑❑❑ ❑❑❑❑o g -MP-. I $ 00000 ❑❑❑❑� Polo base flu h (00.00 ) Proposed! Elevation i v GRAS`A "' of n 0❑❑❑❑ ❑❑❑❑0 with grade T.G. To of curb \ 1 SIDEWALK 1 °�^ Precast p I I \ b c Footln CPln O dial, Hubbell Model ASB Hubbell Magnullter MV T.G. Top of grate Z T.G.2115' TG. 21. 5' \ svR '55 TL. 2115' � Elev. Elevation F.20• T.P I� T.P. 20. , ` Used If sol 14 i / P, 4 IV OR/GG \ conditions recq,ulre _ - PIxtur'e Details H.P. High point _ O Q �0. / \ �� �� - Concrete Pole se ' HF.26.75' F �j_! 1 A 0 H.P. 115' 8 x 12 1o,�1„E �— � 10 (21) bottom of Pool 1" A H.P. B.'15vY�201� \ \ Tb. r20A0 I cl) \ \ AE TG:�°o-15� yvin. ho l ' i \ylo' [�I\1 r•P'zioo' ` Typ. Leaching Pool i I i Tb.H9.75' l0,VI*' 11 _w] DRAINAGE PLAN z / D i5 AR \SY TEM �� ry b•�e' ar Tb.+ 15' F. . T.P.20 5' SLAND RAILROAD a D S1 NS 15' , TTPP...2035Y(��' _1 93 SPACE5 TOTAL / 10. +19.75' 1 \ { �Q i 10' DI/N�9' �'i / 10'OIA.X 7 Tb.+19.75' ri H.P.,26.T5' O d AREA G / • L y O 1 / \ %41 7 `, H.P. O v Q ;Vo / / O �- • ✓ ellQ' q1l ' RCP, GLIV OR CGP © EO 31 " RG , GLI OR G P i S ZZ NEW WINERY FOR WGKWAL I / ryii 22 AG 5 6 PO LIG \ ° m E LI HT .I — 2p .P. 20�� T.P.2 .2551 I T.P. Q� y�g —T 2a 7=5 ��yyyy' T R IMI fFl , 5 ©� E ©©© ©®© © E 4 E ®© 7 E E E EOE EO ©UEz E ® E eO'�(EJ E ©E ,-.AfO i C GRA55i GRA55(I°) NI © © © c 5 c © O c © © cc © c © G © © c 05 G © O © © s GG \ QO - /�- - - - - - - -I- - -- - -- - - - - - - - - -- - - - - •— /- - - - - - - -\\- - - - - - - MAIN RD. 1 s aldl10 W 2Of 255 SOUTHOLD, NEW YORK EDGE OFiEX15 INC PAVEMENT \'� CURB TO TAPER " 1 MAIN ROAD YDRANT� - - - '- - - - -' - I _ A FLUSH VV PAVEMENT ------- -------w ____ --"--=-•-----^----- ^-----^-----^---- -� ---- ---^-- - ----^-----^-----^-----^-----^-----•-----•-----^-----^-----^-----^----P- ^- MAIN Ro,gD 10/25/05 EXISTING WAYF�R^MAIN ^ ^ / (20) SITE: LOCATION PLAN MAIN ROAZ;) State \Road :25 scale 1"=b° S1TE PLAN of 2 scale I"=20.0' I /