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1000-109.-1-38
\\ \,\ \\ \\ LEGEND NOTES: \ \ \ \ -�' \\� \ TEST BORING LOCATION \\' \ \• Project Location: \ \ \\ \ -$- WORK POINT\ 22600 New York State Route . \' \ 25, Cutchogue, NY 11935 \ `\\ \ \ \ \ \ \ \, \\ Project Description: \ �\ NEW CONSTRUCTION - WINERY \111\ \11 `\ \ Design Architect: \, ROAD \'\ \ DFA \, \\ SHOULDER \ \ 866 Avenue of the Americas, 1 1th floor . `\IN\ \ EDGE OF ROAD \\\ \ New York, NY 10001 \ \ `\'\ p: 212.683.4890 `\ `\ \ e: sarahjazmine@d-form-a.com N . I \`\\\I\ w: www,d-f-a.com \ \ \ \ \\'SQA \\ \\ 1�,-I% IIE;1 \ \ Structural Consultant: \ �•\ S I LMAN \ 32 Old Slip, 10th Floor /— - \` New York NY 10001 �_--- ---���—���� \• \\\I\\ \`\, \\, p: 212.620.7970 %� —�`� �`� \� �\ \ \�\ e: hughes@silman.com 1 . . �\� \ \ \ w: www.silman.com ., \ / . , \ '� - DIRECTION OF VINE ROWS \ \` � -�. UTILITY POLE \ \ \\ \ MEP Consultant: // /. \ `�L\ \ EXTENT OF VINEYARDS \\\ \ \ \ EMTEC '( ��'\. \\ \\ \ 3555 Veteran's Memorial Highway, Suite M / - / . � . . .. I����� � I _____ -_ �I .. �` \ — NEW SHADE \\ \\ Ronkonkoma, NY /; � \ \�-- � TREE \ p: 631.981.3990 �, __, . _ \ / \ A \ \\ /� 11 / /. 11____" - �� - ,,,,,,,,,,,,,,,„,._,..__... ...."'"�....— _ _ \, r \ Civil Engineering Consultant: \� /I/ \ \\1 \ J/(/ y . — YOUNG AND YOUNG / I( P2 �\ \ _ _ ,._,_, _ :._. „_- - -- - -- _ — _ _ — . . \ �'c_t10 \ E�(IST. SIGN \\ `\ 400 Ostrander Avenue E1. — — — — — — — — — — — — — — — — �\\ \ WEATHER NG STEEL -,EXIST. POST \\ �A"���F-ZO�N' `\ \\ \\\ Riverhead, NY 11901 �' _ — — — — — -' _ — — ; / \ `\\ I.ADDING/GUARDRAIL ; ____'-__,.._ ?1/ \\ \, : 631.727.2303 / F . . I \ ;% `.\ G NITE CURB %/' \ % \\ \ \\ \ p \ /, \ / \ I � -U-�.-'-U--.-,,r-u-,-,t,e-U-,-,r,-Nr,--.—U-,,,e.�,,4--,V—,X-,��) �� �-z- .- �r ` r � � .� .,�\ \ \ \ \ \\ Landscape Consultant: I t I \ / / \ \ �' T WAL OU7 "` �:� .� ,�t �, n E-""' , .r a, .f.s>�,,,.�,�r.,1• 1..,:::i ,�..__ a_- 11��.. �: r ,r, ,Tl_r_ /�1 \ \ f I .. \ , K .� f \ / \ / ;; \F � \ \\ .mel k I ` \ ; \ \ . \ \ \ ; _` ' � � D 1 i EXIST. SIGN \\\ 111 John Street, Suite 2650 I r / - \\ \ New York NY 10038 j 1 I ; L$ I) \. \`11� } ;,i, \1. / \ ____ 1 -- \ �, \\ 2. \ \ p: 212.513.1025 I ; \ �\ , \ _ i r' 1 ;'� 1 1 \ `\ ` \ -P,,r \ e: ,elk@,elk-nyc,com \ -^ , ,\ / \ f '\ \ I // \ C, (.} � -- _ , ' v.__ -'f l 4- 1 I �,,, \ , \\ Z \ I \\ \ L \ Cr \ . s,\'',, / \ i I � \ j — _ ___ --- \ 0 \ \ I ,\ I \ `� \ , , ;�.� __ ", _ �. \ \, \ ® \ NOTES: \ \ \ \ ' SEPT C WELL, _._ / \ \ \ \\\ EXISTING \ \'\ I I ` / SEE CIVIL.DRAWING ._. 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'� /� --------- -- — \ \ � %' , i\ \ 0 001 \ .,, %' -- --=' ``\ SHEET TITLE: Q. % _._ `------ SITE DEVELOPMENT PLAN 4��1 P1 `\\ -- -- --- — — ------------- THE iJNnvRSIGNED,PUP•SUANT TO SOLTfIIOLD TOWN CODE SECTION 131(1),ACKNOWLEDGES THAT THS:CONDITIONS OF T1IE SITE PLAN SCALE: APPROVAL SET FORTH IN RESOLtMON OF APPROVAL DATED \\ L i 4 no�ARE AC (SEEICONDIT[ NS ON RESOLU71ION). PLEAS PRINT NAIN C --1116" /16" = 1, ---- — QilP,�/ I PROJECT N0: 13-02 AC ORIZED , NAli 'kt ,,' E: DATE SEAL & SIGNATURE ..r.'e�i;,RO�11)811 TONN U:'SUL T , PLAA�LNG BO•►RD DRAWING BY: ZZ `���a - - -------- i0 i.5 no l BRED AR CHK BY: SJF CHAIRPERSON SIGNATURE DATE CIS► \5 SER BAOq4 �1� -- NOTE:7W approved site development plan shall be valid for a period of ei.-hteen(18) tL �e -vYI �Y� DRAWING NO: montas bom the d-te of a,proval as per code`ectioo 2: 432A. � Z� TEST BORING LOCATIONS 1r ',.� DATE (P : A �-`` , TB-1 05/02/2015 SEE GEOTECHNICAL REPORT SITE DEVELOPMENT PLAN I .. 020io �O F NES _ — 01 SCALE: 1116"=1'-0" N _ TB-2 05/02/2015 SEE GEOTECHNICAL REPORT ------------ CAD FILE NO: TB-3 05/02/2015 SEE GEOTECHNICAL REPORT ��~ .. NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: 1 2 3 4 5 6 NEW CONSTRUCTION - WINERY 21'-2" 25'-10" 20'-11" 17'-6" 32'-6 1/2" 15'-2" 7 Design Architect: r -- -- - 2.8--- --- --- -- 3.5 - ---- - -- --- 4.5 -- -- ---- - -- --5.2 -- - -- -- -- — --- - - - - - 6.2 — — DFA -- ---- -- — — ----- T.O. CUPOLA 12'-0" 8'-11" 8'-2 11/4" 9'-3 3/4" 7'-4" 25'-2 5/8" 5'-10 3/4" 866 Avenue of the Americas, 11th floor — New York, NY 10001 01 = - 02 01 p: 212.683.4890 A302 = __ A301 A301 e: sarah'azminennd-form-a.com EL. +/-4l'-6 1/8" -- -- -- — --- -- - - --- - - sarahjazmine@d-form-a.com RIDGE - ---- ,-- ---- -- ---- ---- -- --- ---- ---- r- - - W www.d-f-a.com -- - — ---- -- .d-f-a.com \\ RELOCATED AND REHABILITATED BARN, BY OTHERS Structural Consultant: 12 PRECAS PLANK WITH SLOPED CONCRETE TOPPING 7.644 S I LMAN 32 Old Slip,Ip 10th Floor EL. +28'-4 112" GREEN ROOF SYSTEM New York, NY 10001 - � F.F. BARN CORE (UPPER) --- ---- -- ---- ---- - -- - -- --- -- -- -- -- --- ----- ----- --- --- -- --- --- --- ---��� ----- ----- -- - - -- ..-�,., - ��-i; 5"XPS INSULATION, R=25 CHANNELED BOTTOM FOR DRAINAGE p. 212.620.7970 EL. +24'-9 3/4" COLD-F UID-APPLIED ROOF MEMBRANE e: hu hes sllman.com ot g � � f F.F. BARN CORE (LOWER) ( I SSTL G ARDRAIL W: WWW.SIIman.COm BARN I + T I TYP I sIM MEP Consultant: EL. 15 -9 03 02 A913 A04 T.O. RAILING A914 A914 I i EMTEC oi EL. +13'-3" - -- -- - - I - -- -- -- - - I — ---- ----- -- — - - --_ - -- - 3555 Veterans Memorial Highway, Suite M — -- - -- -- -- ---- ---- F.F. BARN `� - ----- -- -- --- - -- ---- ----- - -- --- -I-- - _ _ _ `� k`F= =' - WEATHERING STEEL CLADDING Ronkonkoma NY _ I - �4 � I 631.981,3990 n �::�s�y '•'---•--^---:s`J'C.�^�:R�'=':��_�`moi.. -^ -••,-�"^_'•,•:B.O. CONC. -� :�.M1 I - -.� i_ II .-.•'' r. •' i , I. � I I - I I I .I r Civil Engineering 11 I 1� Consultant: - � YOUNG AND YOUNG ,, r. 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RIDGE !�' ,`+` I - --- I--- --- ----- ---- ------ --- ---- -- --- --- --- ---- rte' s-• -'-- RELOCATED AND REHABILITATED BARN, BY 0 HERS ARCHITECT: --1 Baldassano ARCHITECTURE HITECT ,I I s URE Gz- _ 7.64 31 West Main Street - Suite 205 Patchogue, NY 11772 / it it .� p: 631-830-0282 p EC EH EO e. . tomm@baidassano.com baldas sand. com JUL 2016 16 1 J w. . WwW www.baldassano.com .com `- --'-- — ----- --- CIP CONCRETE RETAINING WALL idSoa�n Southo WITH CRAWLING PLANT CABLE SYSTEMin Board EL. +15 9 III I Plann 9 T.O. RAILING ----- --- -- -- . OPEN P 1 -------- EL. +13'-3" -- -- _-- l — _-- _ _ _ PROJECT: �l McCALL WiNERY F.F. BARN -- !... -- --------- ------- - - ----- ` ----- - - WEATHERING STEEL CLADDING/GUARDRAIL ----- - — - --- �— r 1 -� -•'�• - - --- - -- --- - — -- -- -- -- -- - - -- --- -- - -- -- - - --- -- -— ---- ------- --- -- - -- -- --- --- - - ----- ----- ---- --- -- - ' r CLIENT. EL. +9 -8 -'- B.O. CONC. u. n I TE' SWI McCALL WINES '"Ft ! Il I F I-RI I I �Lr� � I m-�.I I .i -liTr --il-I 'I Li G1 n i'Irl Il Ill-ill 1 �I-1 'I}IIt :t JF •., ,I-ill-II 111 J b f1 Ilf 4 11 L 11 1, iU Ill Ill a} U ll tu- Lk k -s 11- 11 u;l lTrur�Jlr-Irl_ lrk, lu .,•� -- - ------- . 1-�rll 11 •I . - I ...., ICly II'-•/ry R f'1✓' I' - ;��.i. 1_ 1 �_ i �I I SHEET TITLE: :,I-, I'� .t. 111 _ 1 �1 I L L6 '1 -- -- - Iii. o- I' w_� _ - - . �_ � � -I Irk _ _I I— —I II_II I_I I _I_I I—I — _ _I _111_I I—I 1= =111=11�1= I=11=11 =11 =1111—I — =1I = rl -ill �-r J- 1-r- -1, " =_--"---- - -- -_- - _ - - TION T.O. _1 _l i_l i i�1= - - - - - - -- - -- - - - - - - - -- -- - - - - __! - - - _�.: �, _ _�t., -_-____-"-_ _ ._.__.._ ':.:• _ BUILDING SEC T.O. SLAB ENTRY LEVEL =111-111 _ _,_ 1_�=_�_.��- =T=.�=_� .. . "—`--� _._.�.'_, I- I I_III_III_ _ _I I I-I I I_I I I_IT_I�I I_I I I III III-III III-III=III=11.1_1 I I=I I I-III=III=III=111_111-111=I I I=x-111=111_1 I I_I I I_ -1 1.., _ - s µ` ABSOLUTE ELEVATION .I 11=1 1=1 1=1 11=1 11=1 II 1=11 I-I 1=1 1=111=1 1=1 1=111=1 1=1 11=1 -I ;_I I I_I I III=1 1=1 -I 11=1 I I-I 1=1 =11 I-I 1=1 11=1 L=1 1= - . _r 1-11 - - - __ _ _ x,-� �fi=1 I_I 11=1 I 1=111=1 I 1=11!=111= 11-_I 11=111=111=111=1 1 j OTE: NOTES: REFER TO THE LIGHTING FIXTURE SCHEDULE FOR THE COMPLETED DETAILED INFORMATION ON ALL LIGHTING FIXTURES INDICATED ON THIS SHEET Project Location: - 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY ���� 4 Design Architect: 0 0 0 3 4 ( 2 )5 ( 1 ) 3 5 6 7 DFA o 866 Avenue of the Americas, 11th floor 20'-11" � 171-6" 21'-2" 25'-10" 20'-11" 171-6" 32'-61/2" 15'-2" New York, NY 10001 I p: 212,683.4890 ! e: sarahjazmine@d-form-a.com w: www.d-f-a.com 02 /02_� 01 02 02 01 A201 ! A301 A302 A201 A301 A301 Structural Consultant: SILMAN ! 32 Old Slip, 10th Floor New York, NY 10001 _ p: 212.620.7970 CIP RETAINING WALL R e: hughes@silman.com .•— —, -_'"' MEP _ ��_�``"�.,,, � j w: www•silman.com gig f I RWLS� ` r. MEP Consultant: G G G O ,T N EMTEC 1 _ 01 r . 3555 Veteran's Memorial Hi - � hwa Suite M E Highway, A 02 M. • �, A502 Ronkonkoma, NY 011 \\ `QQ TRENCH DRA N 1% SLOPE 631.981.3990 CASE STORAGE AREA REFER TO PL�JMBING G p' -- 006 �- -- 07 a / OPE 1f o L / -- ------ -- --- - -- - --- - ---- - - --- --- -- --------- - -------------- -- -- ---- -------- _ - - -- - _ ! A400 T Civil Engineering Consultant: D - -- g g J I I YOUNG AND YOUNG 05 I J EL. 11' 6" I FLOOR DRAIN, 400 Ostrander Avenue - — - REFER TO N 1% SLOPE G ' - I-p'B I PLUMBING ,,off _,, 00 Riverhead, NY 11901 013 a1 6 0 - -- - Ls - 4 A402 2 I '�- ;t --- B.5 p: 631.727.2303 o LINTELS✓OPENINGS zo r FOR DUCTS TO BE A110 03 ° N t TREN H DRAIN ` ' COORDINATED E ;: D I _ I � :>- \ Landscape Consultant: _ �1 ARCHITECTURAL REFER TO PLUMB NG .�. �% � _ _. _ .- _ ... � _ _ .... r. _ � � I IFINISH CONCRETE ;�,.;' � I: , I melk G I THI SURFACE ( � C ONLY) L c --- -- •.. , . , .., n Street, Suite 2650 0 I ._.._.. , EL.- 11 6 EL, 11 6 � t' I•: :�•;. 0 111 Joh CRA SPACE C CRAWL SPACE B I L1 L16 INSULATED I I I I I �FIRESTAIR 1 I _ ''' \ New York, NY 10038 E Lo L1�6 0 o ROLLING DOOR 016 015 j B I G E p: 212 5131025 01 IA2oo I I I A2oo e: melk@melk-nyc.com CRAWL SPACE A a • 00000000 I 'I—_ t, , :: .: :.�: I • 614 - B _ - _ I :; 1 C 2 NOTES: -w--o r I 00000000 00 00 _ _ , ; _cNy I BARREL ROOM I 005 , • NOT FOR CONSTRUCTION 2"XPS INSULATION, R=10 000000001 - I CIP RETAINING WALL 1% SLOPE 1 G I D I II II II I I I ATE: I :I :_: 000a000�L JL JL X00000 I G I :-. 4 A400 02 r___ ------ --------- 0 A400 08 o - -- -- - - - -- - - __ - __ - ------- -- - --_ - - -- - L /02 24 JUNE 2016 D _ 1007 ;ORE VEST,-- I --- , A302 I � �� —�� �r— �� � I 001A p3 OAK BARREL STORAGE I .a,'. I II 11 II II CODDO I 1.- I I 012 I I I .` C-1 EP I, SHOWN FOR PLANNING *: L/ CD 0000000L JL JL J —1 J001A `. NOT IN SCOPE I EL!-11'-6" ARCHITECTURAL FINISH CONCRETE J`- -�`- -'`- J J THIS SURFACE ON EL. 11'-6" I I T G ,1, 1 o ( -7 LY) .' A400 FLOOR DRAIN, ELEV: I E REFER�TO PLUMBING CN {- INTERIOR. I'• ; . I 1 o SLOPE -----► 1% SLC)PE 02 0000000000000 -J' A300 \ EXTERIOR. --- _ I I " KO ECOSPACE i 000000 0 _ - - _ I EL V. 2500 PRECAST C NC. CRAWL SPACE PLAIN I ;I • --- INSULATED ��� ROLLING DOOR -- I } I 008 B G 1. I COLUMN REFER TO E L16 L16 L16 L16 — - STRUCTMI A SJF - - I I EL,- -0" N 06/24/2016 100%CD -- _ - - 06/13/2016 HEALTH DEPARTMENT RESUBMISSION SJF / 05/13/2016 95%CD F,FICE •kr, I � P ti SJF _ 11/25!2015 90%CD SJF i G PROCESSING ROOM .. _ _ — — .--. —. w .— ... _ _ _ _ .— ... —.. _ � �.. �.... _ ._ —. _ .r _. r. .— w ... — ..1 _ ... 669 I 662 ' / 11/03/2015 75%CD SJF E =6i'� ' •' 01 I G B - 09/18/2015 PLANNING BOARD SUBMISSION SJF REV# DATE REASON FOR ISSUE CHECKED CONCRETE FLOOR I _� 0 w A40"I 02 ---- - - f --- - - ----- --- - — t' SAW FINISH JOINTS ( �► ° I •,{� __ o I .�� I �� WLS 1 /° SL PEI .. _ �(�, \ G JANITOR t'. C3} EL. 11 010 UNI 1' REST I /', \ 00 Iv F _ . -- - -. --- -- -- -- - - - --- - - - - --- - - -- - -- ------ ------ - -- -- - - B TTLING AREA I I _ SPACELIST _ 603 1% SL PES BASEMENT LEVET.@ -11'-6" _ 1 A400 05 �� \ ROOM NUMBER - ROOM NAME _ CATEGORY NET AREA(SF) C��Q UER NCH RAIN G w A400 ARCHITECT. MEPA A E 143 " ;;i: T PLUMBING 03 1% SLOP OOlA STORAGE/MECHINCAL SPACES M 09 02 05 A401 � 04 /�j� �� BaldaSsano ARCHITECTURE 001Bs MEP B STORAGE/MECHINCAL SPACES 88 r ." A926 920 F ;r / _ _ _ _ _ _ 31 West Main Street - Suite 205 001C MEPC STORAGE/MECHINCAL SPACES 95 } �� A500 ' Patchogue, NY 11772 0010 MEP D STORAGE/MECHINCAL SPACES 1$8 .-�• �"-- `— —' _ -'� .-� _ / i g - --- INDUSTRIALAREAS 3420 --- - ------- --- --- ---- --- - - ----------- - -- — ---- . . ... .:.- - ;- -------------- 002 PROCESSING ROOM N � . . . , . �".:`•'.�• � P' '�: • - ---/--/ - -- - --- -- ----- _ _ _ _ _ 1 . 631-830-0282 — 003 BOTTLING AREA INDUSTRIALAREAS 1408 = RWL, ' '- p� �'' ` - ' JUL 1 4 1�1� I 004 VESTIBULE INDUSTRIALAREAS 552 - INSULATED MEP 4 ----''' - ' I e: tomm@baldassano.com 005 BARREL ROOM INDUSTRIALAREAS 2329 ,'. ROLLIN DOOR' 0 MEP f -- F [� 0018 001 C �� •�,,, - � �`� � 10016 I � , �- ,� - � R w: www.baldassano,com -- - - o 006 CASE STORAGE AREA INDUSTRIAL AREAS 1408 x' - ,. u Town . . •..•" - - � �nnh Roa JANITOR INDUSTRIALAREAS 53 04 - . i% PI i�g rd 010 A920 --- i 011 UNISEX REST INDUSTRIALAREAS 53 \ --- ----- —__- _ _ ---1 a- FLOOR FAIN, REFER 012 CORE VESTIBULE INDUSTRIALAREAS 139 FLOOR DRAIN, 10 013 LAB INDUSTRIALAREAS 170 N REFER TO PLUMBING TO PLU E3WG 2°�°SLOPE UP, R�,�nP. - % ' A3ao PROJECT: BASEMENT LEVEL @-11'-6"TOTAL NETAREA(SF)= 10046 ROLL-DOWN - MCCALL WINERY SECURITY SCREEN \ 13.5q/. INCLINE BASEMENT LEVEL @-11'-6"TOTAL GROSS AREA(SF)= 11448 / ! _I,, WEATHERING STEEL CLADDING/GUARDRAIL BASEMENT LEVEL @ -9'-0" DRENCH DRAIN, \ 0 / ! CONCRE E, - ;; ', CIP CONCRETE CURB — REFE�TO PLUMBING _ _ C-2 _ _ CLIENT - - - ;(. \ ` - .- UIP. �` _ — -- _ - C lox 007 BOARDROOM UNCONCENTRATED ASSEMBLY 608 - (NES _ 0 - - -= —V-RAIL IL INATED -- - - - M CALL W 008 CIRC BUISINE5S AREAS 332 - - 0 A401- 04-- - ------ t -- ----- ---- --------------- ------- -- ---- 009 OFFICE BUISINESS AREAS 138 �., BASEMENT LEVEL @-9'-0"TOTAL NET AREA(SF)= 1078 05 IL9 I L9 HANDRAIL ! ------ -- — BASEMENT LEVEL @-9'-0"TOTAL GROSS AREA(5F)_ 1353 VESTIBULE G '• - I SHEET TITLE: BRIDGE LEVEL @ 0'-0° C_1 004 I - - I BASEMENT FLOOR PLAN E CATEGORY T AREA SF ROOM NUMBER ROOM NAM NE ( ) i' I o ------- 101 - _ BRIDGE BUSINESS AREAS 701 ---- 102 CIRC BUSINESS AREAS 100 - I 0 103 CIRC BUSINESS AREAS 110 11-- REST -g n SCALE: 104 _ MENS REST BUSINESS AREAS 77 G __ ! I j LU m 0 Q - 1/8" : 1' 105 WOMEN'S RESTROOM BUSINESS AREAS 77 `'L; I �— -- I 01 (� — --- — 01 0 PROJECT NO: 13-02 106 - -OFFICE -__ BUSINESS AREAS 199 I �- I A503 I A201 Z O (^ SEAL & SIGNATURE _- 107 UNISEX REST BUSINESS AREAS 44 I G� v, BRIDGE LEVELTOTAL NETAREA(SF)= 1308 ` . -. 21'-0"_ _ 161-101, 8'-11" J T-4" 25'-2 112" _ _ 5'-11" Q. — - �",, z � DRAWING BY: ZZ BRIDGE LEVEL TOTAL GROSS AREA(SF) = 1830 BARN LEVEL @ 13'-3" - v. IW CHK BY: SJF ROOM NUMBER ROOM NAME CATEGORY NET AREA(SF) '4 ��RED ARC,, ---- --- - 2.8 �oER BADg4 iTDRAWING NO: 201 CIRC _ STORAGE SPACES 165 202 BARN STORAGE SPACES 2563 203 CLOSET STORAGE SPACES 39 _ BARN LEVEL TOTAL NET AREA(SF) 2767 N * $ _ BARN LEVEL TOTAL GROSS AREA(SF) 3226 02 BASEMENT AND BOARD ROOM PLAN N� ~ '�' �,c A101 BUILDING TOTALS '9� 020193 �O -0" NET AREA(SF) OF E`N CAD FILE NO: BUILDING TOTAL NET AREA(SF)= 15199 BUILDING TOTAL GROSS AREA(SF)= 17857 NOTE:CRAWL SPACE EXCLUDED FROM GROSS AREA(SF)BECAUSE CLEAR HEIGHT IS LESS THAN 3' NOTE: NOTES: REFER TO THE LIGHTING FIXTURE SCHEDULE FOR THE COMPLETED DETAILED INFORMATION ON ALL LIGHTING FIXTURES INDICATED ON THIS SHEET Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: 1 2 3 4 5 ( 6 ) 7 DFA 0 a 21'-2" 25'-10" 20'-11" 17'-6" 32'-6 1/2" 15'-2" 866 Avenue of the Americas, 11 th floor New York, NY 10001 p: 212.683.4890 e: sarahjazmine@d-form-a.com w: www.d-f-a.com 01 02 02 01 A302 A201 A301 A301 Structural Consultant: SILMAN 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 7777777-.7, R e: hughes@silman.com CIP RETAINING WALL R � w: www.silman.com r I I i 1 MEP Consultant: S A I a -r EMTEC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY `oQ p: 631.981.3990 Civil Engineering Consultant: YOUNG AND YOUNG - 400 Ostrander Avenue B G I Riverhead, NY 11901 l MEN'S` 1 VVOMEkS ` - - - - - . 631.727.2303 -REST BEST B ••'•.�.7 p k 104 - - Landscape Consultant: r I.melk . . . . .. . [� - 2650 CIRC + (V B I 1 L P t 103 a 111 John Street, Suite ..__ _-- AAAA__ _—.--__— __ _—_.__ • .. ,, •..-...• it a - - r Y . .y --� DNew Yo k, N 10038 212.513.1025 _ I p. '. --+ .'. _ _ --- _— I 02 e: melknmelk-n c.com .•�; .� ,__ ----- �'� ,i ``� � I NOTES: a. LCq _ 1 04 IRE AIR1 � a, 'I I ~ NOT FOR CONSTRUCTION G F ST i _ _—�— L11 _-_ - : 4�--- - I _ I C) DATE: ', BRIDGE I I - L10 I cc F. , BRIDGE 01 I I 02 D t I I -- - - -- -- - - - -- --- -�-- ;, ----- ------ A3o2 24 JUNE 2016 EXTERIOR. J II C, `, j l L10 j Illli li! 11081 11110 � !, � � zo 04 N 't � A300 G CIRC G _ ' 102 G+ G 06/24/2016 100%CD SJF t N ,. ._• 06113/2016 EAT DEPARTMENT MI I F H L H RESUB SS ON SJ ---- ---------- --- - ._ _._: o ° 05/13/2016 5/o CD SiSJ P 9 a 11/25/2015 90%CD SJF REST--_-- B G // 11/03/2015 75%CD SJF I 1 � 107// , � ';\ I �i I 09/18/2015 PLANNING BOARD SUBMISSION SJF REV#1 DATE REASON FOR ISSUE CHECKED �/ � I E5 ' EL. +O'-O" I / G B OFFICE F.F. — � N OFFICE E/// N f, 10600 a F .L... SPACELIST L1 BASEMENT LEVEL @ -11'4' ROOM NUMBER ROOM NAME CATEGORY _ NET AREA(SF) O i' _�,.��_E_L��. +0�'-O° ARCHITECT. _ _ �OURB 001A MEP A STORAGE/MECHINCAL SPACES 143 ' _ _ _ _ �+ - Baldassano ARCHITECTURE 001B _ -MEPB STORAGE/MECHINCAL SPACES 88 P 5 95 K 31 West Main Street - Suite 205 001C MEPC STORAGE/MECHINCAL S ACE ,' . '�^ '. OOlD MEP D -` _ STORAGE/MECHINCAL SPACES 188 ; ''•11' «,,..... : Jr� L10 Xi/ Patchogue, NY 11772 _ -,-_ .' . ._ , . ._. . ,RATA..... .... - .._.... ... ... . ..- ,. - -�= - - - - - - t? .__AAAA-_ ._. _ .. - _-__-AAAA_. _AAAA-AAAA- - -,�. ,r... .� � _ , .. - _ _ i�_.. _,��. _ � _ 002 PROCESSING ROOM INDUSTRIAL AREAS 3420 G - - ---- - , 0 f �' ��':��:-�-� j`' 631-830-0282 D � � 003 BOTTLING AREA INDUSTRIAL AREAS 1408 _ - e: tomm@baldassano.com dassano.co m / j, 004 VESTIBULE INDUSTRIAL AREAS 552 � _ ' JUL 14 2016 005 AAAA_ BARREL ROOM INDUSTRIAL AREAS 2329 L10 /r/ — - w www baldassano com RATA AAAA__ _ 006 CASE STORAGE AREA INDUSTRIAL AREAS 1408 -� P. jR Southold Town u - - Planning Board f /'% 010 JANITOR INDU5TRIALAREAS 53 - ---�- - - "'"`" - 0 A P. / / ---- -- -- 011 UNISEX REST INDUSTRIAL AREAS 53 c ` 10 13.5% INCLINE / _ 012 CORE VESTIBULE INDU5TRIALAREAS 139 N /-� 01 PROJECT: �/ A3oo McCALL WINERY 013 LAR INDUSTRIAL AREAS 170 I I CON RETE, j!� `- BASEMENT LEVEL @-11'-6"TOTAL NET AREA(SF)= 10046 G ;; EL.- 11'-6" _ -N' _ "z , WEATHERING STEEL CLADDING/GUARDRAIL T.O. CURB BASEMENT LEVEL @-11'-6"TOTAL GROSS AREA(SF)= 11448 �� CIP CONCRETE CURB BASEMENT LEVEL «� -9 -0 • _ _ CLIENT. 007 BOARD ROOM UNCONCENTRATED ASSEMBLY 608 #' -_`'� 008 CIRC BUISINESS AREAS 332 �-{ -- -- - - ----- -- --- - - -- - ---- - - -- - - -'' - il_ --- _ __— _-- - ---- --- - ----- --- -------------- - - -. ---- --- --- ----- ------- --- - ---------- ------- ---- -- - --------- --; - - - - McCALL WINES 009 `JOFFICE BUISINESS AREAS 13$ II V-RAIL, ILLUMINATED - BASEMENT LEVEL @-9'-0"TOTAL NET AREA(SF)= 1078 I L9 I L9 HANDRAIL i SHEET TITLE: BASEMENT LEVEL @-9'-0"TOTAL GROSS AREA(5F)= 1353 I BRIDGE LEVEL @ 0'-0" - - II I _ BRIDGE LEVEL FLOOR PLAN CATEGORY NET AREA SF d ROOM NUMBER ROOM NAME ( ) LII - --- - --- - -- - - - - -- -- ----- -- -- ------ ------ - — ---------- - ------ ----- - - -- -... -- ----------- ---- ------- --- --- -- -- ----- 101 BRIDGE BUSINESS AREAS 701 1 102 CIRC BUSINESS AREAS 100 II I � SCALE: 103 CIRC BUSINESS AREAS 110 II I 104 R MEN'S REST BUSINESSAREAS 77 _ _ II I ® 0 IU m 1!8" ; 1' I �' l? © -V 105 WOMEN'S RESTROOM BUSINESS AREAS 77 II 01 O1 O Z W N PROJECT N0: $-02 II A5°3 0 � SEAL & SIGNATURE 106 OFFICE BUSINESS AREAS 199 A201 107 UNISEX REST BUSINESS AREAS 44 II �, ...:.., I Q DRAWING BY: ZZ — _ --- 21'-0" 16'-10" 8'-11" T-4" 25'-21/2" BRIDGE LEVEL TOTAL NET AREA(5F)= 1308 - —--- ---- -— 'Q a 0 -- _- BRIDGE LEVEL TOTAL GROSS AREA(SF) = 1830 !-- LU - BRED AF L, CHK BY: SJF BARN LEVEL @ 13'-3" AREA SF Q �����Po� qc ����` - ------------ ROOM NUMBER ROOM NAME _ CATEGORY NET AR ( ) 2,$ 3.5 5.2 B.2 �+ y' J► DRAWING NO: 201 CIRC STORAGE SPACES 165 202 BARN STORAGE SPACES 2563 203 CLOSET STORAGE SPACES 39 _ BARN LEVEL TOTAL NET AREA(SF)= 2767 N BRIDGE�V�ElFLOOR PLAN '9�. 020193 �oAl 02 BARN LEVEL TOTAL GROSS AREA(SF)= 3226 " �OF BUILDING TOTALS NET AREA(SF) BUILDING TOTAL NET AREA(SF)= _ 15199 CAD FILE NO: BUILDING TOTAL GROSS AREA(SF)= 17857 NOTE:CRAWL SPACE EXCLUDED FROM GROSS AREA(SF)BECAUSE CLEAR HEIGHT IS LESS THAN 3' NOTE: NOTES: REFER TO THE LIGHTING FIXTURE SCHEDULE FOR THE COMPLETED DETAILED INFORMATION ON ALL LIGHTING FIXTURES INDICATED ON THIS SHEET Project Location: ----- --- 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: O ��''�� 1 2 3 ( 5 ) ( 6 ) 7 DFA 0 21'-2" 25'-10" 20'-11" 17'-611 32'-6 1/2" ' 151-211866 Avenue of the Americas, 11th floor ------ - �` -- -- -- -- �- — New York, NY 10001 p: 212,683.4890 e: sarahjazmine@d-form-a.com w: www.d-f-a.com 01 02 02 01 0 X201- A301 A301 Structural Consultant: �- SILMAN I 32 Old Slip, 10th Floor New York, NY 10001 _ -- --- =-_ p 212.620.7970 WEATHERING STL g a e: hu hes silman.com _ (� EL+ 12'-3" 0 '��;\;\ CLADDING /GUARDRAIL W: WWW,silman.COm GRANITE CURB = - - - - - - -- - - -- -- - - -- -- -- -I- - - - -- - - - - - - - - -- - - - - -- - - - - - - -- - - - MEP Consultant : II I II I 11 .. 1 1/2� 2,19 3.4 2-4 1/2 4.2 1 -4 112 5.1 �� � EL+12'-3" EMTEC I II 1 11 II GRANITE CURB -51/2 10-5 1/z - 15-�1/2 � `\ 3555 Veterans Memorial Highway, Suite M Y--L -- �, ; `�,, � Ronkonkoma, NY M I 03 OTHERS TO INSTALL THIS ROW \ p: 631.981.3990 Al 12 OF POSTS FIRST STEEL GUARDRAIL WITH FOR COORDINATION W/CURB INTEGRATED LIGHTING / ^ ... _ . L . ... .. .:. Civil Engineering Consultant: T AT GREEN ROOF --- - - - - ------ -} - ---- ---- --- ---�- -- ;'=_---_-- ----- - g ---- - - - - - - - - - --- --- - --- - ----- - t - --- -- - --- - ROD YOUNG B.1 — I - - - - - - - - -- - - - - -- TENSION YOUNG AND a _ 6 10 1/2 I `1 400 Ostrander Avenue N I 1 -41/ I N GREEN ROOF I P I 1 P I I �o. co 1 I I OVER GEOFOAM I r I l I �o'' Riverhead, NY 11901 ao I o --- - -- --- - - i- -- ---- 6.5 p: 631.727.2303 zo r 1 L8 I I I 1 I I I L8 I l _ - I IAP_ _ � _, Landscape Consultant: I 1 I J , I p \ I helk J _--- - - -- - - - - -_- ---- -- ----- - -- - -- - - - --- -- --- --- - L17 p. - ---- 1 T 111 John Street Suite 2650 i New York NY 10038 J 17 p: 212.513.1025 02 melk@melk-nyc.com e: melk n c.com L1 '7 �� I A200 @ Y II 1 II L17 --- GREEN ROOF \ �h' \ I C 2 NOTES: BARN I I / 1 IIII 1202 I i i I I OVER BLDG N " I 111 EL.+ 13'-311 11 1 1;1 FIRESTAIR1 I 1 1! Ir L17 1 NOT FOR CONSTRUCTION EXTENT OF BELOWNot I IIII I I I I;L� GRADE CONSTRUCTION I I i GREEN ROOF L17 !i I DATE: 1 1 OVER BLDG I ( I I D_4 1 I I I I I I I I 1 1 A111 1 ,% I, 1 - -- -- - - - -- -- - ------- -- - - - -- - - ! -- -- - --- - - -- - ----- -- - - - ---- - 1 -- - --- - - - - - -- --- ----- -- L17-I - _ /0'2'1 - -- _ 1 - -- I A3o2 24 JUNE 2016 210 I I II¢$'1 1 o ff EL+ 12' 3" GRANITE CURB JAI _ _ II _ _ L — F 7 D.1 - _ -- _ �'I� I 1 i - -- -- 1; - i ------ L17 ' --L17 ' ,n \ELEV; N \ o I I I I 1 I x ti ; J I 1 �} I 02 I L8 L17 CL rl 203 E f 1 I I EL+12'-3" I +'! 1 06124/2016 100%CD SJF I GRANITE PAVER L17 - - -- - --- _ - 1 /' I 1 1 I -�- - - - I -.__--_-_----- -- - ---------1 -` --- 1 N 06/13/2016 HEALTH DEPARTMENT RESUBMISSION SJF -- --- - - --- - - r l - I I -- - ---- I ---- --I ! -- E - -- - -- - -- --- ---- -- - I I I s- - c GRANITE PAVER -- .- u P ;j' ( O 05/13/2016 95%CD SJF - -- -- - - -- -- -- -- - -- - r 1 I I I ( - I �' 1 1 ' �1` IL17 i� i a 5 90/o CD .SJF I _ -- — — -- — /2015 75%CD i __ _ _ _ — 03 SJF �1 11/ Ll E.3 -- 09/18/2015 PLANNING BOARD SUBMISSION SJF vl' REV# DATE REASON FOR ISSUE CHECKED t° I co L$ ;I I I I III 1'-41/2° ! LB I --- I I I �o �o' I \ 1 I I I I I'111 61-10,1 I I I I ��/ \ 1 �I SPACELIST j / EL+1121-3" \ GRANITE CURB BASEMENT LEVEL @ 11 -6.I �. I / - - �- - - - - - - - �- ROOM NUMBER ROOM NAME — CATEGORY NET AREA(SF) j \ \' EL`+Oj-0" ARCHITECT: -- - -- - ih OTHERS TO INSTALL THI� ROW T.O. CURB — 001A MEP A STORAGE/MECHINCAL SPACES 143 — 001B -- MEPB STORAGE/MECHINCAL SPACES 88 OF POSTS FIRST � �� T /,' Baldassano ARCHITECTURE 001C MEPC STORAGE/MECHINCAL SPACES 95 �� FOR COORDINATION W/CURB /f�;i 31 West Main Street - Suite 205 I I r- - --- ----- --- ---- ----- ----------------------- - --- ------- ----------- �-- ------ - -- - _._--- ---- ------------- -- �= ` Patchogue, NY 11772 — 001D MEP D STORAGE/MECHINCAL SPACES 188 �� p (�` I� (� 002 PROCESSING ROOM INDUSTRIALAREAS 3420 G - -- - -- -- - - - -- ----- -- - --- - -`\�\;�` I - - -- -- - -- -- - -- -- - - - -- - - - - - - - - - - - -- - - - �- -- -- -'� - ---- - - ------ -- - f j/ - - -- ----- ---------- 830 E C E _ .�--- p: 631- -0282 003- BOTTLING AREA INDUSTRIAL AREAS 1408 004 VESTIBULE INDUSTRIAL AREAS 5�2 _ _ I / C e: tomm@baidassano.com _ 5 �` _ �- _ (M BELOW)PACE io., - /' @ 005 BARREL ROOM — INDUSTRIAL AREAS 2329 W) w: www.baldassano.com AUL 1 f, 006 CASE STORAGE AREA INDUSTRIAL AREAS 1408 �~ _ ----- r_�,-._-_ - .----/ UP. / R Southold Town "`" -�� Planning Board 010 JANITOR INDUSTRIAL AREAS 53 011 — UNISEX REST INDUSTRIAL AREAS 53 — b — 012 CORE VESTIBULE -INDUSTRIALAREAS 139 N _ 13.5°R�OINCLINE i: a1 PROJECT: 013 LAB INDUSTRIAL AREAS 170 (OPEN A ! I i ,� A3100 McCALL WINERY BASEMENT LEVEL @-11'-6"TOTAL NET _ -- 10046 ESTIBULE DN / _ _ I BEL'O -- CONCRETE, C-2 BASEMENT LEVEL @-11'-6"TOTAL GROSS AREA(SF)= 11448 EL.- 11 6" — '- ' �- ��iWEATHERING STEEL CLAD RAIL ING/GUARD — �r-T.O. CURB ! CIP CONCRETE CURB BASEMENT LEVEL @ 4-0 CLIENT: 007 BOARD ROOM UNCONCENTRATED ASSEMBLY 608 MCCALL WINES 008 CIRC BUISINESS AREAS 332 I-( -- - --- -- ---- -- - - ---- --- - - I - - - ------ -- -�_ ------ ---- 009OFFICE BUISINESS AREAS 138 — --- - ---- ---- BASEMENT LEVEL @-9'-0"TOTAL NET AREA(SF)= 1078 BASEMENT LEVEL @-9'-0"TOTAL GROSS AREA(SF)= 1353 I I SHEET TITLE: BRIDGE LEVEL @ 0'-0" — 1 �. Q BARN LEVEL FLOOR PLAN ROOM NUMBER ROOM NAME CATEGORY NET AREA(SF) 1 101 BRIDGE BUSINESS AREAS 701 --- -. __._ _. -_ -- __-- _---------------____---- L - - -- - - - -- -- - -- - -- - - -- I o o SCALE: 102 CIRC BUSINESS AREAS 100 103 CIRC BUSINESS AREAS 110 l A' 11 1 104 MEN'S REST -- BUSINESS AREAS 77I I Q Z 105 WOMEN'S RESTROOM BUSINESS AREAS 77 1 — 105 OFFICE BUSINESS AREAS 199 01 01 (L Z PROJECT N0: 3_02 I A503 A201 - - a, J 3 SEAL & SIGNATURE 107 UNISEX REST BUSINESS AREAS 44 �. .�mW=. J` a Q ' '' DRAWING BY: ZZ BRIDGE LEVEL TOTAL NET AREA(SF)= 1.308 21'-0" - 16-10" 8'-11" T-4" 25'-2 1/2" 5'-11" !'- LU BRIDGE LEVEL TOTAL GROSS AREA(5F) = µ 1830- p CHK BY: SJF BARN LEVEL @ 13'-3" ED _ __ ,��4tARC ---- ROOM NUMBER ROOM NAME — CATEGORY NET AREA(SF) 2.8 3.5 5.2 B.2 G\5 a�ER BAD- y�X DRAWING NO 201 CIRC STORAGE SPACES— — 165 _ 2.02 BARN STORAGE SPACES 2563 203 CLOSET STORAGE SPACES 39 N BARN LEVEL TOTAL NET AREA(SF)= 2767 BARN LEVEL TOTAL GROSS AREA(SF)= — _ 3226 BARN LEVEL FLOOR PLAN N� Al 03 BUILDING TOTALS X2019,3 �QQ" OF ESN NET AREA(SF) ' BUILDING TOTAL NET AREA(SF)= 15199 CAD FILE NO: BUILDING TOTAL GROSS AREA(SF)= 17857 NOTE:CRAWL SPACE EXCLUDED FROM GROSS AREA(SF) BECAUSE CLEAR HEIGHT IS LESS THAN 3' I NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 I H G F O D B A Project Description: 21'-0" 13'-3" 16'-8" 22'-10" 22'-10" 16'-s" 13'-3" NEW CONSTRUCTION - WINERY E.5 D.8 D.2 t:gc T-5 1/2" 8'-7" 7'-6" 6'-9" 6'-9" 7'-6" 8'-7" IL 5 1/2" DFA 01 02 02 A01 A0 A302 866 Avenue of the Americas, 11th floor New York, NY 10001 ofEL.+/-49'- 11 1/4" - - - ----- -- - - -- -- -�. --- - --- --- --- - - - 4- ------- -- - --- --- --- --- -� --- ---- -- ---- --- - - -- ---- -- --- -- -- ---- - -- -- - --- -- -- -�- --- -- -- - -- -- -- --- -- -- --- -- -- --- -- -- --- -- -- --- ---- - --- - -- - -- -- - - - - : 212.683.4890 T.O. CUPOLA e: sarahjazmine@d-form-a,com - =- w: www.d-f-a.com EL. +l-41 -6 1/8 - --�- --- _ Structural Consultant: T.O. RIDGE SILMA T : 7I -.z _ I , I 32 Old Slip, 10th Floor ,u r New York NY 10001 :I r r n .r RELOCATED AND REHABILITATED BARN, p: 212.62Q.797Q BY OTHERS e: hughes@silman.com i i - 5 I w: www.silman.com I - � r- SII I Li r. U rT77 LJ _T II —I MEP Consultant: PLANTING PER L300.00 CAST-IN-PLACE CONCRETE I EMTEC II i ALL r RETAINING W I I 5 Veteran's Memorial Highway, Suite M 35� Vet EL. 15 9 g Y Ronkonkoma NY I T.O. � � I WEATHERING STEEL CLADDING/GUARDRAIL i I co > I 631.981.3990 p. II I E_L. +13'-3" - -- -- ----- - - - - -- -- Civil Engineering Consultant. F.F. BARN - - - -- -- - -- - - -- - -- -- - ---- --- ---- -- -- -- ----- --- --- -- - �- - - - - - - - - - - - - - - - -- - - - - - LANDSCAPE BERM —IF - ,--- --- YOUNG AND YOUNG I I, II I i i i i III II'I � I , I I I I , 400 Ostrander Avenue j II II II II I,I 1 „ Riverhead NY 11901 MT-1 / / i/ / / / / / / I T.1 Of I, „ II I II „ G-1 I'I = G-1 II II p: 631.727.2303 _ - - ----� - - -- --- -1 - - ---- -- --- -- - - - - - -11 I I I, EL. +0'- T y y - - -- -- --- -------- - --- ----- -- --- -- -- ------ --- Landscape Consultant: T.O.SLAB ENTRY LEVEL-- --- --- - - - - -- - II ABSOLUTE ELEVATION III I I I I I I Imelk 29'-6"ABOVE SEA LEVEL I I I I ( I Y ----- - IMPACT-RATED CURTAIN WALL SYSTEM 111 John Street, Suite 2650 ►IIII New York, NY 10038 III p: 212,513.1025 Ell 11'-6" -- I-------- --- -- - - - - ---- -- ---- - - - --- --- ---- -- -- ---- ---- -- - --- -'- -- -- --- ---- --- -- -- - - --- - - - - -- - --- --- --- -- -- - ---- --- ---- - --- ---- -- - -- — --- --- -- -- --- --- -- -- - - e: melk@melk-nyc.com T.O. BASEMENT SLAB �- --- - - - -- - - - - - - - - - -- -- ---- -- -- --- -- -- - -I- -- - I - -{- - NOTES: CO2 �.��EVATION NOT FOR CONSTRUCTION Rom DATE: 24 JUNE 2016 _ 13'_3" __. �.� 16'-8" 22'-10" 22'-10" _ -_. _1'6_81I�- 13'-3" 21'-011 91.6" B.5 C.2 C.8 D.2 D.8 E.5 8'-5 1/2" __ 8'-7"_- _._7'-6" -J 6'-9" 6'-9" 7'-6" 8'-7"' 1-11/2" _ _ 02 (02 01 A302 A�300 A300 06/24/2016 100%CD SJF I 06/13/2016 HEALTH DEPARTMENT RESUBMISSION SJF EL. +/-49'- 11 1/4" _ -- - -- - -- ---- --- --- --- - - -- - - --- -— - ----- --- - --- -- -- - ---- ---- ---- --- --- - - - - - - - - ---- - -- - --- --- -- - -- - - -- 95%CD SJF --- -- ---- --- -- ---- - 05/13/2016 T.O. CUPOLA 11/2512015 90%CD SJF 11/0312015 75%CD SJF - I 09/18/2015 PLANNING BOARD SUBMISSION SJF REV# DATE REASON FOR ISSUE CHECKED _10-1'.0. RIDGE I _ I I I ` - ' RELOCATED AND REHABILITATED BARN, BY OTHERS ARCHITECT r ;l - Baldassano ARCHITECTURE I i I I � I I I I it IIIII' I� II II III � !''' IIII II III I I II III III III , I ' II � West Main Street Suite 205 Patchogue, Y e N 11772 I �� III g , i I� E P \OPEN 631-83 -0282 0U0 �r. ZD L 15 9 p� E . -- ( RCLADDING/ ARD AIL T WEATHERING STEEL GUARDRAIL T.O. RAILING \ I e: tomm@baldasSano.com 1 I JUL Ll 42 06 - --- - _. _ w: wv�rw.baldassano,com ---- ----- — � I ��� 'I' I Southold Town - - -- I' CAST-IN-PLACE RETAINING WALL Planning Board F.F. BARN _ _ _ _ _ �I - I ( LANDSCAPE BERM PROJECT: McCALL WINERY I ! I CLIENT: OLEE.�o o" - --- - --- - --_-___-_____y._-_ �._._ __ ___ __-. ____ _- _ ___ �_ _ ____, - ------ ------ ----- ------- - McCALL WINES T.O. SLAB ENTRY LEVEL ABSOLUTE ELEVATION - --- - 29'-6"ABOVE SEA LEVEL I SHEET TITLE: I I I EXTERIOR ELEVATIONS I I --- -- - --- -- - -- -- - - ---------- T.O. ------- - -- - - --- --- ---- ---- -- - ---- --- —- --- --- - — -- � T.O. BASEMENT SLAB-- ----- ------ ----- --- ------ --- - --- --- — --- ---- -- ------ --- ---- -�- -- -- --- ------ _ -_--, = --- - ---------------- ---- -- -, - -- --- - - - -- -- --, - - - - - - - - - - - -- -- - --- - --- ---- --- ---- - --- ---- --- - - - - - - - - - - - --� SCALE: J - - - - - - 1/8" : 1' G a - PROJECT NO: 13-02 SOUTH ELEVATION SEAL & SIGNATURE 01 SCALE: 1/8"=1'-0" �' Q DRAWING BY: RT w ca ..-� 0 �► (� RED AR CHK BY: SJF Il z 0 �.5 aoER BAo,, y% M Z ^^ �� +P 9�r�Z�() DRAWING NO: Q o- * ` NLU— N� A200 9�` 0?p183 Q 1 CAD FILE NO: r` k r� r NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 7 Project Description: 6 5 4 3 2 1 15'-2" 32'-61/2" 17'-6" 20'-11" 25'-10" 21'-2" NEW CONSTRUCTION - WINERY 6.2 5.2 B 3.5 2.8 Design Architect: DFA 866 Avenue of the Americas, 11th floor 01� e02 01 New York NY 10001 OIL EL. +/-49'- 11 1/4" -_ - _ -_ A301 A301 A302 T.O. CUPOLA T212.683.4890 - - - --- - -- - --- --- -- --- ---- - - - e: sarahjazmine@d-form-a.com - --- w: www.d-f-a.com OL EL. -`�- �+_/-4_1_'_-Y6 1/8" T.O. RIDGE �- - -- - -�- - --- ---- -------- Consultant:Structural S I LMAN 32 Old Slip, 10th Floor 12 7.64 New York, NY 10001 p: 212.620.7970 hes hu sllman.com RELOCATED AND REHABILITATED BARN, BY OTHERS i hughes@silman.com www.silman.com MEP Consultant: E MTEC r WEATHERING STE L CLADDING/GUARDRAIL 3555 Veteran's Memorial Highway, Suite M EL.+15' 9" ---- T.O. RAILING OPEN Ronkonkoma NY p: 631.981.3990 -F.F. BARN 11 -- -- --- - - --- -- ---- -- -- -- - -- - - - - - - - — -- ------ — -- -�- - - -- - --- -- -- -- -- - � --- ---- - ----- - -- --- ----- --- -- --- ----- ----- --- - ---- ----- --- --- --- -- ----- --- ---- --- ---- --- Civil � Engineering Consultant: — - - - - - -- - -- - - - - - - - - - - - - - - - - - LANDSCAPE BERM YOUNG AND YOUNG MT- 400 Ostrander Avenue Riverhead, NY 11901 I I p: 631.727.2303 OL . +0'-0" Landscape Consultant: T.O. SLAB ENTRY LEVEL ABSOLUTE ELEVATION !mel k 29'-6"ABOVE SEA LEVEL IMPACT-RATED CURTAIN WALL SYSTEI BEYOND 111 Jahn Street, Suite 2650 New York, NY 10038 p: 212.513.1025 EL.- 11'-6" --- -- - ---- --- --- -- --- -_ mel elk- com T.O. BASEMENT SLAB --- --- --- --- ---- -- ----- ----- ----- - --- --- ---- --- ' WEST ELEVATION NOTES: 02 SCALE: i NOT FOR CONSTRUCTION DATE: 24 JUNE 2016 1 2 3 4 5 6 7 21'-2" 25'-110" 20'-11" 17'-6" 32'-6 1/2" 15'-2" 2.8 3.5 4.5 5.2 6.2 14'-10 1/4" 12'4" 8'-11" 8'-2 1/4" 9'-3 3/4" 711 25'-2_5/8" _ _ 5'-10 3/4" 01 02 01 06/24/2016 100%CD SJF �. A302 A301 A301 06/13/2016 HEALTH DEPARTMENT RESUBMISSION SJF Y T.O.F CUPOLA 1/4" - --- - - --- -- - - -- --- -- --- -- - --- ---- ---- -- -- --- ---- ----- ---- --- - -- - - - -- -- - ---- -� -- --- - --- ---- -- �- --- --- -- - --- ---- --- -- --- --- - - -- -- ---- -- - - --- -- - - -- --- -- --- --- - - 1/25/201 95%C D 05/13/2016 SJF 11/25/2015 ° SJF -_ -- 11/03/2015 75%CD SJF 09/18/2015 PLANNING BOARD SUBMISSION SJF EL.+/-41'-6 1/8" --- — --- ---- -- -- -- --- --- -- --- — -- - -- — --- -- ---- --- --- -- - — - - - - -- --- - --- --- --- - -- - -- -- -- --- --- - --- - - ---- - -- — -- -- -- - — -- -- -- - -- --- --- - -- ---- --- -- - --- — --- -- - REV# DATE REASON FOR ISSUE CHECKED 1 T.O. RIDGE -- ---- ----- --- --- ---- - --- --- ---- �" \� ' RELOCATED AND REHABILITA ED BARN, E Y OTHERS 12 7.64 I IIII ARCHITECT. s� Baldass ano AR it CHIT ECTURE 3 1 West Main Street -ISuite� u to 205 Patchogue,ue NY 11772 g L. +15 - E 9 - l� ll 631 830 0282 WEATHERING STEEL GLADDIN !GUARD IL p' EL. RAILING OPEN I � � j e: tomm@baidassano.com 1 h OG I JUL 1 2 , . ---- ----- --- ---- ---- -- ---- ---- - -- --- --- -- -- ---- ----- -- � "Or ----- ----- w: wwwbaldassanocom SoutholtlTown EL. +13'-3 --- - -- - -- - - -- - ---- -- - --- -- -- ---- - - - - - -- - --- - - --- - -- --- - �F.F. BARN - -- ----- ----- -- -- -- -- --- -- _ - --- --- — - --- --- ------ ----- ----- --- ----- - I --- - - - Planning Board - - - - -- - -- -- - -- -- - - --- - - -- - - - - - -- - - - - - - - - - -- - - - -- -- -- --- --- -- - - - - -- - - PROJECT: IF LANDSCAPE BERM---� T-1 McCALL WINERY I I +_ ZCLIENT: !L _..__ L _ MCCALL WINES T.O. SLAB ENTRY LEVEL---- ---- ---- -___,._--_ ------,���._---__--- .�.� I ABSOLUTE ELEVATION - ---- 29-6 ABOVE SEA LEVEL I I I I I I I I II I I I I I I J_ —1 SHEET TITLE: II I I II _ — EXTERIOR ELEVATIONS I I II I I — �— �I I EL.- 11'-6" --- - --- --- ---- -- - -- -- --- - -- --- - - - - -- -- - --- -- -- ---- -- -- - -- --- --- - - -- -- - --fi IL - -- - --- --- --- - - - - - - - - - - _ - - - - - - - - - -- - - - - -- - --- - - - SCALE: T.O. BASEMENT SLAB - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - -- -- - - - -- - - -- - - - -- - fi co --- Q = q ------------- 1 PROJECT N0: 13-02 a 0 =) — SEAL & SIGNATURE LU CO Q ---- > t7 DRAWING BY: RT ® p Z LA. EAST ELEVATION a E 0 CHK BY: SJF 01 SCALE: 1/8"=1'-0" C3. �FtED ARC -- — LL o -� �(?�S ptiRe�o y�� DRAWING NO: UJ A201 9)� ?0193 yQ� OF NES CAD FILE NO: (1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVA-TIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11101 tel. 631.727.2305 fax. 651.727.0144 admin@youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect 5ANITARY DE51GN CRITERIA 4 CALGULATION5 gd�pun� SEWAGE DESIGN CRITERIA GROUNDWATER MANAGEMENT ZONE = ZONE IV METHOD OF WATER SUPPLY = PUBLIC TOTAL AREA = 86.17 ACRES AREA SUBJECT TO DEVELOPMENT RIGHTS = 85.31 ACRES AREA OF RETAINED PARCELS (NOT FERTILIZATION DEPENDENT) = 2.78 ACRES ALLOWABLE SANITARY FLOW (DENSITY) = 600 GPD/ACRE ESC 1571 NG WELL EX 1571 NG I STORY BARN 600 GPD x 2.78 ACRES = 1668 GPD WINE TASTING EXI5TING 2 STORY TAX LOT 1000-IOCI-1-40 DENSITY CALCULATION RETAINED PARCEL EXISTING WINE TASTING BARN FRAME HOUSE WINE TASTING: 48 OGG (D 5 GPD/OCG = 240 GPD 0.94 ACRE STORAGE: 782 SF @ 0.04 GPD/SF = 31 GPD PROPOSED WINERY D� WINE MAKING 4 STORAGE o INDUSTRIAL/STORAGE: 16,112 5F ® 0.04 GPD/5F = 676 GPD EXISTING //6 74'O'30' � (�Y (NI)WINE TASTING (PRIVATE) 10 OCC 5 GPD/OCG = 50 GPD FRAME s ��) OFFICE: 145 SF @ 0.06 GPD/SF = 51 GPD onu08, BARNS N60.•Z TOTAL PROPOSED FLOW (DENSITY) = 1,054 GPD />7qF / �36.2g 0DESIGN CALCULATIONS SANITARY SYSTEM NO. I / 1V5�°17 3O„ S$8°��j1 II PROPOSED WINERY c�0 bGj /i 471.65, N5go21$ 173.1-2' h! WINE MAKING 4 STORASE & Al / 6 O"� INDUSTRIAL/STORAGE: 16,112 SF o 0.04 GPD/SF = 676 GPD c / 5.57' Sr o WINE TASTING (PRIVATE) 10 OGG a 7.5 GPD/OCG = 75 GPD c QL\�A 8399 , - ' / 200' RADIUS FROM 3y OB��T� TOOTAL DES GN FLFFICE: lq45 5F @ ON GPD/SF - = 57 GPD --•- 808 GPD N2? �� ON -N, EXISTING WELL GREASE TRAP A00, EX I STING WELL REO. 10 OGG @ 2.5 GPD/OCG 25 OAL. N � 0USE I TANK 8' DIA. x 5' L10UID DEPTH = 1,500 GAL. EXISTING N SANITARY \/I NEYARD SEPTIC REQ. 808 GPD x 2 DAYS = 1,616 GAL. p SYSTEM USE I TANK 10' DIA. x 4' LIQUID DEPTH o�Ql ^ 1V 1. 0 LEAGHINI6 POOLS = 2,000 GAL. N30 03 .01V PROJECT 51 TE USE 3 POOLS 10' DIA. x 6' DEEP = 565 S.F.S.W.A. REO. 808 GPD / 1.5 GPD/S.F. = 531 S.F.S.W.A. i a FROF05F-D NI NER`I' o p(�', DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 4j w TAX LOT 1000-IO�f-I-38 PROPOSED WINERY I �Q IN, RETAINED PARCEL WINE FR.00E551NG o'rjj 2 WASH DOWNS/DAY a 200 GAL/WASH DOWN = 400 GPD r12���2.oa \VINEYARD �0 LIBER 12604 PAGE 31�i TOTAL DESIGN FLOW = 400 GFD i ,•Q, FARM ROADA S6 423.46 C9 1.84 ACRES %$ SEPTIC TANK a{2O 2'Z �� REQ. 41-00 GPD x 2 DAYS = 800 GAL. \\ ° USE I TANK 8' . x DIA4' LIQUID DEPTH om LLQ 2 V,��/ = 1,200 GAL. zryN N33�g6-�4 L 1FOOLS REO. (SPM PD / 1.5 GPD/S.F, = 267 S.F.S.W.A. 8/ USE 2 FOOLS 8 DIA. x 6 DEEP = 300 5.F.S.W.A. S60 02�LL L \QOQ 0 0- 40�2 u�,�, NOTE N31 2Qq�q� �Q'C �J�PG� \�0 (NI) PRIVATE WINE TASTING IN BOARD ROOM. (N2) THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. ,00 e�� ENGINEER'S CERTIFICATION • I HEREBY CERTIFY THAT THE WATER SUFFLY(S) AND/OR SEWAGE 4 DISP05AL SY5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME o 13 OR UNDER MY DIRECTION. BASED UPON A CAREFU CROUCH O FACILITIES, AS PROPO ED, CONFORMDWOATER � }NTM, P 1bh`s; DEPARTMENT OF HEALTH SERVICES CONS STI ! PA1�AL EFFECT AS OF THIS DATE. 2 A r :, •,Y '.: i 1 HOWARD W. YOUNG, N.Y.5. L.5. NO. 45813n ;�/�giII� THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61488 'r l,- DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80817 '9 o� SURVEYOR'5 CERTIFICATION 0 N 'CO - mm VINEYARD �O • I HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR BY 0 OTHERS. �r Nr;v s A, ,,�,fit<- Y p yr VINEYARD HOWARD W. YOUNG, N.�: . L.S. N . 45813 \�� 1,�N c�`) APPROVED CY PLANNING BOARD l�IINERY MGGALL WINER)' 2 �\\0°` 7C1V�t�, OF 5t3liTi�C1LD DATE 10 /s / (o at Cutchougue, Town of Southold r VA Suffolk County, New York N l 9 BOUNDARY 5UR1/EY Y N 1000 10ci OI 38 O 1000 IOLi OI 40 0 County Tax Map District 1000 Section 116 Block OI Lot 5.5 J o_ MAP PREPARED JAN. 11, 2016 REVISION Record of Revisions DATE UPDATE ARCH, NY5DOT 5CDH5 JUN. 10, 2016 0 JUL 14 2U16 200 0 100 200 400 600 m Southold town Scale: I" = 200' o Planning Board a JOB NO. 2014-0201 DWG. 2014_0201_overoll site COVER 0 = MONUMENT 5ET ■= MONUMENT FOUND A= 5TAKE 5ET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FROM OTHERS. N 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.12-7.2303 fax. 111.0144 admin®youngengineering.com HoiNard N. � L Land or / j ! Thomas G. Wolpe t Professional sional Engineer NDouglas E. Adams, Professional Engineer S / f Robert G. Tast, Architect E `f j \A�'` S 1 TEuR DATA rj � TOTAL AREA = 80,000 5F �c LU ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AC) t^ 0 1U r" f VERTICAL DATUM = NAD88 3 l f • i P SIGN,•-' o PARKIN& CALCULATION ° ' WINE MAKING: I STALL PER EMPLOYEE 5 EMPLOYEES o I STALL/EMPLOYEE = 5 STALLS j "f j` �•� D WINE 5TORA6E (I PER 1,0005F OF GROSS FLOOR AREA) �-tRA5H BASEMENT LEVEL = 1,922 SF _i j/ D ' ENCL. UPPER LEVEL (BARN) = 2,"16'1 5F KEY MPTP �f /`' � 1^IAREHOU5E/5TORAGE = 4,689 S.F. � 1/1000 = 5 STALLS SCALE: 1"=600' TOTAL REQUIRED = 10 STALLS JL- TOTAL PROVIDED = 10 STALLS i' WHEEL It�STOP zz SIGN NOTES G p %• / c� POST 11 RIV�W LANDSCAPING BY OTHERS 11 k pPR�ING 10 `�TP`I"L5) PROPERTY IS SUBJECT TO CONSERVATION EASEMENT HELD BY ( PEGONIG LAND TRUST, INC., RECORDED IN LIBER 11890 GP '139 • '`!/ '"� fig' % E,JG i i . '+ + +' + + 1� 0.0d 0.00 0.00- .00 . 0 0. 0. 0 -'` 0.0(1 0 0.00 0.0 f % Y' r /o+ 0.00 0.00 0 0. 0.00 0.00Ll `1 o-o 00 0.00 0.00 00 o.oQ-a: a j ��� _• r'lQ Or + t + + + J°� y. / 0.00 0.01 0.01. . 0.00 0.00 �Q �* 0.02 0-.�0.07 0 0 0.00 0.00 S O '' -•OA2 0.4 .08 0.00 0.00 0.00 111 �L7 LIGHT S j j f 0.01 0.01 00 0.00 •_� �T,p) -O + + 0 0 00 0. 0 0 00 0 0 s.a•. / 0.00 0.00 0.0 o - + + t t + '�'�: / 9 00 0.00 0 10. 01 0.00 0.00 0.0 O SIDtiN1 v-�; / 0.00 0. 0� .06 0.00 0.00 0.00 0 4 -10 + + + + 0.00 0.02 0.22 .04 0.01 0.00 0.00 0 - ', / 17` + + + + _ { p 0 0.1 8 0.01 0.00 0.00 [ 0 �9 I � , 0� 0.20 0 5 0.01 0.00 0.00 0.0 + + + {OO Ill a... o - a MASONRY 0. 0.03 0+00 0+00 0.0 zC 00 O op -. - OVER-RUN /, p ,pyo, ENGINEER'S CERTIFICATION . + + + 3 rn BIKE I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE 0.9 0.05 0.00 0.00 0.00 _ RACKS - + + + + A ri- -5 p { DISPOSAL 5YSTEM(5) FOR THI5 PROJECT WERE DE516NED BY ME o.o 0 0.04 0.01 0.00 0.00 �p fl • : i ,®®®® OR UNDER MY DIRECTION. BASED UPON A GAREFU OROU6H +O + + �' U1- d = /'• STUDY OF THE SOIL 517E AND GROUNDWATER ITtO 5„ o.ss .28 0.01 0.00 0.00 N >; _ o -' tF r-s _ FACILITIES, AS PROPOSED, CONFORM TO •�U LK�.G�3U ` 012 0.025 01 0+00 0. (� �/ DEPARTMENT OF HEALTH SERVICES CONS " rO + + + rn 2g,96 `-. EFFECT AS OF THIS DATE. o. .80 0.06 0. 0.02 0.0 1- / GRAss - �O LIGHTING FIXTURE 50HEDULE / /" = P ; + o + + + -, 01 .02 0.1 .4 0.42 0. 0.05 0.00 L17LIGHT 0.00 .02 0.0 0.52 0.15 0+8 3 0.01 0.00 QTY. SYMBOL IDE50RIPTION TYPE HEIGHT LUMENS L.L.F. OCT + + + + + + + + LOX BOLLARD LED < HOWARD W. YOUNG, N.Y.5. L.S. NO. 45895n t9 3 GAT.No.ULCTURED-20W-W30-120V $ THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 0.00 .01 0.06 . 9 0.10 0.02 1 0.00 0.00 0.00 + + + + + + + + + + + + 13 O A5 MANUFACTURED BY LIGMAN BOLLARD 34 515 I.O 3000 K. / 0.00 0 0 0.00 0.0 0.02 0. 0.19 0.0 0.01 0.00 0.00 0.00 0.00 0. L.-1 LIGHTING USA OR APPROVED EQUAL. G �� �� I Q O O + + + + + + + + + + + + + + FINISH A5 SELECTED BY OWNER. /TEST h li DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808x7 0. 0.00 0.00 0. 0 0.02 0 31 0.14 0.01 0.00 0.0 .00 0.00 0.0 BORING �o 0 I L70 LIGHT m `o GA NO.EAVE 60 LED.538 K3 </ #e-1 3��6�5� U- �TYp) a + t + + + t + t + t + + t Q A5 MANUFACTURED BY BE6A-U5 OR EAVE 14' 630 I.0 3000 K � 0.00 0.00 0.00 0.00 0. 0 0.04 049 0. 0 0.01 0.0 0.00 0.00 .00 0.00 IO LS APPROVED EQUAL 3 9' \\ S� 2�•5' 5URVEYOR S CERTIFICATION + + + + + + + + FINISH AS SELECTED BY OWNER. 0 0.00 0.00 0.00 0.00 0. 00.020. 0 2 0.01 0. 00. 00.000. 00 00.00 \ \ 's� / w .' 11 lI� I HEREBY CERTIFY THAT TH15 MAP WAS PREPARED UTILIZING v + + + + + + t + + + + + + + DRIVE OVER IN-GRADE FIXTURE BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR 0 0.00 0.00 0.00 0.00 0.0 0.01 0.3 0.15 0.01 0. 0.00 0.00 .00 0.00 7 GAT.NO.8800 LED AT 10 1.0 3000 K. 3 + + + + + + + + + + + + AS MANUFACTURED BY 5E<5A-US OR IN-GRADE GRADE / i 1 UNDER OUR DIRECTION. v 0.00 0.00 0.00 0.00 0.00 .00 0.01 0. 1 0.01 0.00 0. .00 0.00 0.0 LIO APPROVED EQUAL. o + t + + + + + + + t + FIN15H AS 5ELEGTED BY OWNER.. / 2 0.00 0.00 0.00 .00 0. 6 0 0.00 0.00 0.00 0.00 0.00 .00 0.0 / E l L$ T� o + + + + + + + + + + + TIVOTAPE GUARD AT a 0.00 0.00 0.00 0.00 0.13 00 0 0.00 I6 # GAT.NO.TPL-55-3.0-0-30-624 RAIL GRADE 147 1.0 3000 K, \ /� /8 p -7- LI-7 7- A5 MANUFACTURED BY TIVOLI,LLC OR \ ,8 •O o + + + + + + + + + + + t + + + + L I APPROVED EQUAL. \ / O/ O j Q i .00 0.00 0.00 0.0 0 0.00 0. 1.00 0.04 0.00 0.20 9 0 .00 0.00 0.00 0.00 0.00 0.00 \ Sp O y _ L; + + + + + + + + + + + + ILLUMINATE HANDRAIL ! Ly 0 0 0.00 0.0 0 0.00 0.0 8 0.47 0.01 0.00 2.1 1 0.01 0.00 0.00 0.00 16050" GAT.NO. IVRI5-SPI-E42-H030-355 HAND �^ � \ / � � 4 �i ;,'.•.� , ) `fly,b---;.. .. _... LENGTHS `- A5 MANUFACTURED BY VRAIL OR RAIL 42" 202 1.0 5000 K /' v + + + + + + + + + + + + + � 0 0. 0.0 0 0 0.00 0.00 0.88 0.01 0.00 0.31 0. 0.0 00 0.00 0.00 \,/-RAIL APPROVED EQUAL. (/� ,p • FINISH AS SELECTED BY OWNER. / EDGE OF \ + + + + + + + + I 11 0.0 0 0.00 0.00 1 �� 0 2. 76 0.01 0.01 0. 0.01 .00 0.00 0.00 0.00 / LANDSCAPING \ HOWARD W. YOUNG, N.Y 5. �L o ! + + S� + + + + + +1 .00 0 0.00 0.01 � ,� 2 0.04 0. 0.00 00 0.00 0.0 \ / 1 0.0 00 0.00 oi4 3.26 '��`p� 0.03 1 0.00 0. 0+00 0.00.00 FOOTCANDLE STATISTICS ,J- 200'00 WINERY 0. 0 0.00 0.00 0.03 2.30 2. 0.01 020.0 0.0 0.00 0.00 0.00 0.00 + + + + + + + / + + + + + + MIN. MAX. AVG. BERM Mc GALL V4I N=RY 0. 0 0. 0 0.00 0.00 0.00 0.02 1.18 2.45 0.01 0.00 0 0 0.0 0.00 0.00 0.00 0.00 V-RAIL 1 VINES WITHIN BERM LIMITS TO �� -� 1 + + + + + + + + + + + + + + + + + +i 00,4DITA ILLUMINATED o. 0 0.0 0.00 0.00 0.00 0.00 0.01 0.66 2.27 0.01 0. 11 0.00 .00 0.0 0.00 0.00 0.00 0.00 0.0p O.OD 3.26 0.06 BE REMOVED AND REPLANTED S00 ^' HANDRAILS E at Gutchou ue, Town of Southold + + + + + + + + + + + + + + + a- +� 0. 0 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.19 1.40 0.02 0.0 0 0.02 0. 1 0.01 0. 0 0.00 0.00 0.00 0.00 0.00!1 F ��p1NBD PpRC�L APPROV " 1 i Suffolk County,ounty, New YorIG + + + + + + + + + + + 4 + + + + + + + + + i I-INB or- . 0 0.0 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0. 5 0.17 0.10 0.03 .01 0.00 0.00 0.00 0.00 0.00 j s pLAtd�NING BOAP'•D L I GNMENT LIG TING FLAN N + + t + + + + + + + + + + + + + + + + , m 0 0.00 00 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.01 0.07 0.2 0.03 0.01 0.00 0.00 0.00 0.00 I, _ � + + + + t + + t + t + + + + t + + t / TOWN OF SOUTH LD 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 . 0 0.00 0.01 0.03 0.0 0.06 0.01 0.00 0.00 .00 + + + + + + + + + + + + + + + + + + �1 / �0r((1e��y 1 County Tax Map District 1000 section IOci Block OI Lot 38 o.00 o.00 o.o o. o0 0.00 0.00 0.00 0.00 0. o.00 o.o0 0.01 0.00 0.00 0.00 0.00 0.00 / now o McGQII, �-�'�' DAYE '0 f , ';2 a + + + + t + + + + + + + + + + + + + t + + 00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 V`lGl�ke p_��(�-1�3� g MAP PREPARED JUN. II, 2015 + + + + + + + + + + + + + + + + + + + + 1, 100 0.00 .00 0.00 .00 0. . 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ��N�(P�� Record of Revisions + + + + + + + + + + + + + + + + t + + + + 0.00 0.00 0. 0 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 REVISION DATE MULTIPLE SEP. I6, 2015 1 AMEND LIGHTING NOV. 06, 2015 s ADD 516N k EASEMENT NOTE NOV, 15, 2015 1 UTILITIES, PARKING 4 5GDH5 JAN. 19, 2016 1 UPDATE ARCH, NY5DOT 8 SGDH5 JUN. 10, 2016 11 0 30 O 15 50 60 SIO ' I m LIGHTING FLAN Southold Town Scale: 1 = 50 50ALE: I"=40' a Planning Board O. 2014-0201 DW6 x2014_0201-sitep lan I OF 5 0 = MONUMENT SET D= MONUMENT FOUND Q= 5TAKE SET ®= STAKE FOUND (1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(Z)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR'ERECTON OF(FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTTUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 114101 tel. 631.727.2303 fax. 631.12'1.0144 admin@youngengineering.com +1914 DRAINA6E DRAI NA6E DES1GN CRITERIA 4 CALCULATIONS Howard W. Young, Land Surveyor / ~ 7homas G. Wolpert, Professional Engineer •/ I,-! / Douglas E. Adams, Professional Engineer V = ARG #{10.04. 18.96 19 Robert G. Tost, Architect a\18.89 _ 8 si A = AREA OF TRIBUTARY (5.(5.F.) � g34 R = RAINFALL (FT.) �� ' FN 3 0.53 8:70 G = COEFFICIENT OF RUNOFF �_, 2058 / �l/ o ' W � "1.09 r k� 0.750\ 05#I.I 6 #L2 • A=22,41413 5F 20.7, SITE DATA REQUIRED VOLUME PAVEMENT: I6-T80 S.F. x 2/12 x 1.00 = 2,'7117 G.P. TOTAL AREA = 80,000 5F LAND50APE: 6,213 S.F. x 2/12 x 0.10 = 104 G.F. TOTAL REQUIRED = 2,1101 G.F. 0.12 �, i ZONING USE D157RIGT = AGRICULTURAL CONSERVATION (AG) PROVIDED VOLUME . ' ' �' X0:69 USE LEACHING FIELD 1.0 �? �o / (5) 10' DIA. x 10' DEEP POOLS = 3.421 G.P G � VERTICAL DATUM ��\,� /, 0.49'' �z1 21.66 = NAD88 � oas i 21.77.1, 21.46 A=11,822 SF • !' ''MiS� - �p. �'Cv Mr O�j\�O /22 oho REQUIRED VOLUME 2:2.12 C \ / ' / q'�j �i�\��OQ �C'.N� `ki - CAST IRON FRAME 4 COVER PAVEMENT: 2,51-1 S.P. x 2/12 x 1.00 = 420 G.F. / �p�. / / \, 9 Q '`= LANDSCAPE: 1,050 S.F. x 2/12 x 0.10 = IS G.F. 2 0 �` �� _ CAMPBELL FOUNDRY, PAT. NO. t \v s 0 0 0 BARN ROOF: 1,820 S.F. x 2/12 x 1.00 = 303 G.F. �^ 01/ ,� �i� P•\� �� 9� -( 2 OSO 340'1 OR APPROVED EQUAL. GREEN ROOF: 4,455 S.F. x 2/12 x 0.50 = 3-10 G.F. 2.52 TOTAL REQUIRED = lll. I G.F. /�'� i J�� 21.9 I P � `t y OOSS000 2 s 23: 7 �i� p¢0 '' 0Ho 0 S00 PROVIDED VOLUME ' �P ` /•� p 50000 4000 P51 PRECAST CONCRETE USE LEAGHIN6 FIELD 2.0 / �j�t 2z.59 { (3) 10' DIA. x 8' DEEP POOLS = 1,642 G.F / _\ z4- _y 0OOOD BOX NT MFG. BY SUFFOLK /� �\�. - �'�\� / / �z � 20' OF IS"HDPE �p �.::r,.r_' GEMENT OR APPROVED EQUAL. _y t f �� @ 1.000% 20' OF IS"HDPE g- /! @ 1.000% >. DRAINA6E PIPE J �! �. - - -24- \�. �, , LF#I.O CJ ��- / _ 5 POOLS / /o \! �^ / �r '�1 ` 10'DIA.xIO' DEEP 4TRl F G BEARPSI �N6STOP SLAB Gip ' / ( N BOTS OF LP-6.80 AS MFG. BY SUFFOLK GEMENT 2 �� / tG� / z° C� _4 CF OR APPROVED EQUAL. /22.50 /22.72 0 ~`. .15 x-23.43 1 2q v �26" - i .1 1 ENCL. 4000 P51 PRECAST CONCRETE BOX A5 MFG. BY SUFFOLK GEMENT OR APPROVED EQUAL. �'+25.20 \_ LU +:y 23.7,+ Q _ DRINASE PIPE r X3.86 .� \ E 1,9 3STO 47 4000 P51 PRECAST CONCRETE l /1 \ . + BOTTOM SLAB W/ SUMP AS / o �•' sicN /25:81?+ �; 1� 5� s5Lti ry 4 MFG. BY SUFFOLK GEMENT OR 24.1 24:29 Oa Uy BOUNDARYIUNDARY "11o, �� G� �1� 1 APPROVED EQUAL. 24.05 \ 24.14 / COQ Q /yk i POST \ l� DRf RI � G, 24.33 / Oil / J�� � \ 4.0 ' +25.41 I �2 \` 1�?S FIS �p �21� 23.86 J4.08` Op ; �k / �'R \ 1 6.00 -5- 1+14.40 1,'1 � � NOTE _ \ I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF Q'-O". 1+ 4.4 i / o / 22= 21. 0�1 1 '`N N "(} 2.DEPTHS GREATER THAN q'-0"SHALL HAVE WIRE FABRIC CONCRETE lro 23.58 N� m III 1 10 REINFORCEMENT 5"x12",I AND 2 MIN.VERTICAL WIRES- 12"O.G.,1/2"MIN.COVER. � O /� ( o\ 4.08 % I I I I I �11 I rn � C11 (� 23.47 < / + 1 1 +1_59_ j l v i /- 25.$4 II11 2178 V, / CATCH BASIN 2 x 4 FLUSH GRATE 23.8 / z -22--23- 24 2 v 25.09 0 \�\ -_-24 3 :';1 O NTS /' // / ; r_ - -- -- i2 as.72\�26 2s-26;\, - �r- _ r"_�-_: �-}�f`, �i � 0 9 � +24.66 z e" _1 ✓ ff 11 1 \� r fl o432 c 1 S 1 tr` Z1 v O t«• c O 1 ° ENGINEER'S CERTIFICATION / `�� . o !�� +2e. 2� - �' I `� • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE FE �l! O I �O ^ DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DE516NED BY ME 4 OR UNDER MY DIRECTION. BA5ED UPON A GAREF THOROUGH FE ry "� �f.00 �' 2"DOMESTIC '^ 4 '' I 9 STUDY OF THE SOIL, SITE AND SROUNDWATE QN TIO LL //� FACILITIES, AS PROPOSED, CONFORM TOT F, Lrz r, DEPARTMENT OF HEALTH SERVICES GON ISTD, / IN LINE li AL1 I EFFECT AS OF THIS DATE. rte ' LP o s 8 rn , RI W In ° 25.71 / LP } // '• - _� ii - r�L' S T R0. I 5 T � Fi _ `Q _ f ^ '4•-• ~_ A T 1- 1 '.f.r O =( - �� " CV O ' f" 41 a I 2" CRUSHED 5HELL5 OR 5 �• �, ri , „ +<• , "`MASONRY -� fps ,I ���� HOWARD W. YOUNG, N.Y.S. L.S. NO. 458113n 5 2s oo r f STONE BLEND 1 j O tt - E o9- L THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 ! " Q f ,OVER-RUN, ^� , 4 _ t t'1„r••-..p lt^T,`*' �? 3 3: 00 4 Z to 1 i WEL BIKE ' '4 1 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808417 ilS Z � ! ' o' ' 0 27.21 4 a ►� "low line" _� _ ®a®, 1 5UR\(EYOR'S CERTIFICATION f \ d q SANITARY p a . 7 4 \--.•�. � I Illi1111111111111 7' _-O - - /) - - s SYSTEM NO.2 .o ., 0 1�r A--- --- f �l BOTTOM (��( Q� \ HYDRANT • I HEREBY CERTIFY THAT TH15 MAP WA5 PREPARED UTILIZING a f 6 p• �, _ . �, :�G y f\/ji!'�f /j�//�//�/!\// ;��//� BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR '_- (1 OF SLOPE ri GRANITE / 24.9 o f11 EL=28.90 \, L7 N DRAINA6E �-` PAVER - �! / / / /-/�/ / / / UNDER OUR DIRECTION. -~ 3. PIPE �� EL=41.75 ,V_ ti ", s.5o �?� O W N CAST IRON FRAME 4 COVER \ , � \/� BASE COURSE 4" RECYCLED CONCRETE i CAMPBELL FOUNDRY, PAT. NO. ,,��� � < 28 r o 24. 1 O :L 100'70 OR APPROVED EQUAL /� +z 75_ - + i 6 STABILIZED 501E BASE ON INSPECTION POOL ONLY. ?6 PRECAST DOME A5 / BORING /�03 �F� +'2 .13 st'g MFG. BY SUFFOLK PAVEMENT �c- CEMENT OR \ / S� '� I 4 ; 70 s HOWARD W. YOUNG, N.Y.S. L.S. NO. 458113 s ► o z T GTO F J c0 4" APPROVED EQUAL. k / �- / % to I \ a \ NTS n C A.'�1 01 ROOF / - / DRAIN \ UTOP = r`►I I��RY OF SLOPE 11 +25.14 o U O = EL=27.30 26.85+ MGGALL INNER)' S - N \ BUILDING LINE � 0 � / ry \o = TRIBUTARY 1� I \ BELOWGRADE �j / ry BOUNDARY ; p /� �"� at Gutchougue, Town of Southold z �\,ROU7 AROUND ? 6` \ /`\ S� p 82 I APPROVED BY ENTIRE PIPE N \ / \ o Suffolk County, New York Z Q I w \ / \ SING EOARD "' \ �' ` , 3 POOLS ! 1 PLA��`: --� s � _ .75 ;r 10'DIA.xB' DEEP ! N o d DR IN RIN65 AS MF6. LANDSDGAPINS B 18 1 / �cT wPRECAST CONCRETE \\ 1Bo2OF LP=6.80 I I bR P G 4 PRA1NAbE PLAN 75 BY SUFFOLK GEMENT O GRANITE CURB I TO'1!4lPd O SOUTNOLD c a a �® OR APPROVED EQUAL. BW-2s o Q EL=41.75 TW=39 ` 1 DATE i ' � N f m y p 27 1 ` M �l I I n /1 �� o e Count Tax Ma District I��0 Section Block ( Lo{ CJS , i' I V �•V rf' •fl pl ®D® a� 2G�0.00 1 +27.25 r [fin J �n i MAP PREPARED JUN. 11, 2015 a. BERM g6 9�' `�� TD#2 � 2` =1-r.110 i T Record of Revisions VINES WITHIN BERM LIMITS TO E=14.50 REVISION DATE BE REMOVED AND REPLANTED aMULTIPLE SEP. 16, 2015 3o p,}2GEL\ ' AMEND LIGHTING NOV. O6, 2015 21 T NIt4 D +26.87 GW EL i ADD SIGN 4 EASEMENT NOTE NOV. 18, 2015 BO TLOPE LINA O� R� \ UTILITIES, PARKING 4 50DH5 JAN. Iq, 2016 � \ EL=28.90 \ 1 UPDATE ARCH, NY5DOT $ SGDHS JUN. 10, 2016 LEAGHIN6 POOL 28.E NTS \ \ \now or 1�4GGQ\I LLG 30 O 15 30 60 110 W��ke Ill�-�"35 1 Scale: I" = 30' 0 04 2� �G 11 JOB NO. .2014-0201 OF 5 E = MONUMENT SET ■= MONUMENT FOUND �= STAKE SET ®= 5TAKE FOUND �� DWG. 2014_0201_siteplan 2 ��" 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YOPK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVLRNMFNTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTFICAPONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. +` 1.22 0.12 ./ �' _ 400 Ostrander Avenue, Riverhead, New York 116101 �.- tel. 631.727.2305 fax. 631."12'1.0144 N / 69 admin@youngengineering.com ENTRY LEVEL �'#�s,�\J / 1� / Oil (�� yo"� FFEL=29.50 (/ .' �•!� Q00,00Y1f1Y 7`� 21.66 21.77 -'• \� ��= 0r79 Howard W. Young, Land Surveyor RIM EL=27.00 3. Thomas G. Wolpert, Professional Engineer N RIM EL=26.75 21.46 �{�. ��i� Douglas E. Adams, Professional Engineer RIM EL=26.75 N Robert G. Tost, Architect " " " �- 22.12 / �(�?' \�OV i'j / � (�° '� �k 20° M MIN. 00 20" vi MIN S / r / C \� �\�,\ �O SANITARY DESIGN CRITERIACALCULATIONS MIN. MECHANICAL 2.52 �� �� y L� ` °� V\�s< /�v 5ENA6E VF-516N CRITERIA ROOM " y�� �Q v"� �\ �J\ \ GROUNDWATER MANAGEMENT ZONE = ZONE IV X221`9 METHOD OF WATER SUPPLY = PUBLIC Z BFFEL LEVELSMT8.00 rrr" y. 23\ 7 ° -° TOTAL AREA = 86.17 ACRES �.� a � 1 7 QQ AREA SUBJECT TO DEVELOPMENT RIGHTS = 55.561 ACRES AREA OF RETAINED PARCELS `22.59 (0 / �' (NOT FERTILIZATION DEPENDENT) = 2.78 ACRES _.._....___.. ._._ o o r'f'` 24 -.)O' OF 18'�HDPE -� ALLOWABLE SANITARY FLOW (DENSITY) = 600 GPD/ACRE o W _--_---- ----_--- � � tJ� / ' \ 2 ��, @ I �� o ® 600 GPD x 2.18 ACRES = 1065 GPD o F FROM GREASE TRAP ' _/� /�i\�`^. �/ / �. �/\ \� 1r� 9�' O� Q Y _ W IE=12.82 i / s "+ n\C' \�,1�� /23 av J� "� Q O C_ VENSITY CALCULATION o \ 201 O� I8"HDPE 93 d � EXISTING WINE TASTING BARN LU °' N J ,.%'" / _ Q ,0610°/p rte° 0 t/! '-V WINE TASTING: 48 000 ® 5 GPD/OCG = 240 GPD C) IE=13.72 \ / / \. I ,�,,P� STORAGE: "182 5F @ 0.04 GPD/5F = 31 GPD FI-T�. PROVIDE CAST IRON \ / / -24- / �\� LF#I'O �` ' f PROPOSED WINERY 16"1' k 2 3.01 - IE=12.82 HOUSE TRAP WITH / N / G .., IE=12.32 I.00' 1 o.so' � / / / /�/ / p /���vO f-- I rn ' _✓ FOOLS I '� ��. ^^- WINE MAKING 8 STORAGE /// IE-12.24 I 45'OF 4"PVC @ 2.000% CLEANOUT. / / �\) / / r , 1 O D 1 A x 10 DEEP � 0 o INDUSTRIAL/STORAGE: 16,,112 SF @ 0.04 GPD/SF = 676 GPD IE=11.91) IE=11.99 >_ 8'OF 4"PVC @ 1.000°/D o o.6 r'� 0 - 0 / I BOT OF LP=6.BO W (NI) WINE TASTING (PRIVATE) 10 OCG o 5 GPD/OCG = 50 GPD > -U --- BAFFLE J ,.-'gid �/ / �i�V� I / p ( ` D ,284 GI= !- OFFICE: 045 SF @ 0.06 6PD/5F = 57 GPD 1= = 8'OF 4"PVC �`� .� / V / �' TOTAL PROPOSED FLOW (DENSITY) = Ip54 GPD w-a__ ._ _. @ 1.000% W o o.b?' K 16 0 1p`y / /- / j .3 0 U- W DISTRIBUTION / 22.50 _ �� / / t �- 1�ESIGN GALGULATIONS SANITARY SYSTENt NO. I W o LEACHING POOL -T �/ / p / 15 PROPOSED WINERY LEACHING POOL I s 22,72 g g' Io.00' T 10' / / + 5 1 /. 24 �- ➢ TEST MOLE DATA WINE MAKING 4 5TORA6E +23.43 INDUSTRIAL/STORAGE: Ib,Q12 SF @ 0.04 GPD/SF = 676 GPD BOT EL=5.91 - �`• � /• -/ N / 2000 GAL. SEPTIC TANK �R,4SH I 1 BY LAND,AIR,WATER _ ( _..____._. ENVIRONMENTAL SERVICES, INC. WINE TASTING (PRIVATE) 10 OGG a 7.5 GPD/OCG = 75 GPD DATE: JAN.21,2015 ENGL. � ' OFFICE: ,145 SF o 0.06 GPD/SF = 57 GPD TOTAL OF 5 POOLS 10' DIA. x 6.0' DEEP = 565 5FSWA / ° / / - �� TOTAL DESIGN FLOW = 808 GPD SANITARY SYSTEM NO.I - '1 N o.o'B-1EL-26.83 _ HIGHEST EXPECTED GW EL=2.8 ' / '1 /-/ \\- 'l (SW) BROWN SILTY SAND G�Q5 oI OCC 2.5 GPD/OCG +25.20 \ 1 ' / \ TRACE OF GRAVEL USE I TANK 5' DIA. x 5' LIQUID DEPTH = 1,500 GAL. 23.71+ "� / �4 �1 � SM SW BROWN/LIGHT BROWN SILTY SAND / ) FINE/MEDIUM SEPTIC TANK / - E TRACE OF GRAVEL REQ. 808 GPD x 2 DAYS /• � � 4.0' = 1,616 GAL. ST O \ USE I TANK 10' DIA. x 4' LIQUID DEPTH = 2,000 GAL. RIM EL=27.60 ENTRY LEVEL / �L •47 LEACHING POOLS FFEL=29.50 / / / ( \.\ r` + C REQ. 808 GPD / 1.5 GPD/S.F. = 531 S.F.S.W.A. �2 USE 3 POOLS 10' DIA. x 6' DEEP = 565 5.F.5.W.A. N a /' SIGN ' 25.80 \'\ �, 25.97 SANITARY NOTES N Z I + V 5\-� �� 1 LIGHT BROWN SILTY SAND DESIGN CALCULATIONS 5ANITARY 5Y5TEM NO. 2 I.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK -�- 24.1 7 24!29 O \ / U5�\ �gH) MEDIUM F FINE COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. - ..-- ��/ / POST Q \\ GR {� r` TRACE OF GRAVEL PROPOSED WINERY D� Fj. WINE PROCESSING 2.ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND LOCKING \\ � 2 WASH DOWNS/DAY ® 200 GAL/WASH DOWN = 400 GPD COVER CAMPBELL FOUNDRY PAT.# 100"10 OR APPROVED EQUAL. --- °- / / RETE 4000 PSI. / , .4 \' •2 � � TOTAL DESIGN FLOW = 400 GPD 3.ALL STRUCTURES TO Be PRECAST GONG -1-25 1 �� 1 s �� 4.ALL PRECAST CONCRETE SLABS 4 PRECAST GONGRETE 20" 4.O --� \ COVERS SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. MIN. � S \; SEPTIC TANK 1 REQ. 400 GPD x 2 DAYS = 800 GAL. / / / \�� t, X6.00 t -� 1 N (� USE I TANK 8' DIA. x 4' LIQUID DEPTH -11 �✓ 24.0' GW EL=2.83 = 1,200 GAL. 5.BOTTOM OF LEAGHIN6(POOLS SHALL BE PLACED A MINIMUM OF 3 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. � ---- 6.THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF Z MECHANICAL LIGHT BROWN SILTY SAND IN WATER LEAGHIN6 POOLS SLAB SHALL BE 2.5 FEET. 0 ROOM ' (SW) MEDIUM TO FINE •1.LEAGHIN6 POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR J / / p 2 .141 I �� _ / 1 1 REGI. 400 GPD / I.5 GPD/S.F. = 2 0 5.F.5.W.A. TRACE OF GRAVEL USE 2 POOLS 8' DIA. x 6' DEEP = 300 S.F.S.W.A. OF GLEAN SAND- o BSMT LEVEL / I t=TI 2� 2 t 1 30.0' 8.EXCAVATION FOR LEACHING POOLS MUST PENETRATE A li = ------ ---- FFEL=18.00 Uj / ' I I I N /N �, 21.85 �1 ' ° rn N NOTE MINIMUM OF b FEET INTO.A VIRGIN STRATA OF SAND 4 GRAVEL W BELOW THE BOTTOM OF THE PROPOSED LEACHING POOLS. ((N2)T HERE ARE NO KNOWN PRIRIVATE NINE TASTINS IN VATE WATER SUPPLY WELLS ARD ROOM. 9. IF = INVERT ELEVATION. � � t 25.84+ I 1 ' 1121 78 ,�{ pL�G� n D WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. m 1 =22-+1-59_- ! 7 p �_ ���J J ��V, / -24- �` '1 / ENGINEER'S CERTIFICATION 25.09 � 23 -�Y { C 26.72 -26- 26` _ _ `1 i .. -� a p 1 HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SENAGE z + DISPO5A%L SY5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME 9'OF 6"PVC @ 2.000% Off, IE=13.50 IE=14.00 IT1 I o 26 1_� OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH TO SEPTIC TANK O 25'OF 4"PVC @ 2.000 % -n _ •° '- - � 4�- �° ` ��{�" � STUDY OF THE SOIL, SITE AND GROUNDWATE 1Qbl,�•lQ,�`� LL O O PROVIDE CAST IRON n a FACILITIES, AS PROPOSED, CONFORM TO PF1�GQ4)N. _ DEPARTMENT OF HEALTH SERVICES GON5 i 4f�7 IN O O HOUSE TRAP WITH < I `- n _ �1 ` I IE=13.00 Z e ',' ;� 1 EFFECT AS OF THIS DATE. �`L 0.33' CLEANOUT. rn e e 1 ,^ 26. MONOLITHIC 0.6 T' /� 4 1 + v I %! - -�- �� ,y -- Q.�_.. •.� .� 1 � :yo �'. !tel �, ,�., .5.001- 10' • N WARD W. YOUNG, N.Y.S. L.S. NO. 458,13n <� f 1,eY83 / I e ' 1� w I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 614831 1500 GAL GREASE TRAP ° a J , �2 1� 1 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808617 C�RAN.I x`7.00 t� 2" DOME5TI G 1 J 51DV A'LKp� SANITARY SYSTEM NO.I GREASE TRAP 6° FIRE-All. r D -^ ,°• �� ;` - ! LINE -� Q c 1 5UR\/EYOR'5 CERTIFICATION i o _ 8 • I HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING e . C4 "I w in 25.71 / LP / ! 2 �. / 7. e J ' BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR 0 LFi S T R / I- . e I v UNDER OUR DIRECTION. a RIM EL=27.60 FFEL=29.50 �. = t` / �� e \J r ~� p �` ''�^ ``• ENTRY LEVEL I >� Lf� 1 ' J F i o iv RIM EL=26.75 { I �' e p - { ° ( ' ?`'// c„D �'�• C) x 1 N VNt./:. a in N X N ¢ �' I� 1 _ai� - Q 1 J� � r r'i l✓'.�Jr"', 1 a N ® rft / LP o 4. _� �Q �� i �- T 1 1 C - l e r c .IF J a- `NtASONRY - - -� o S X. 2 '00< �.\ OVER-RU �, `" l 4 rsv►. ri 6 - - V� a N o 2' ' \ e o a a, A 1 1 .4 t�nJ, .--+ _ (��.+ I M20"IN. Z Z r` J` UGEL /01 HOWARD W. YOUNG, Y.S. L.S. NO. 458,13 ��i L -fie I 20 _ \ 27. 1 "low line" WINERY Z MECHANICAL � o �+ o --° •-® .-.'-.e„ _ .__ � � I ROOM v SANITARY Z J �\ e MGCALL loll TRY o BF EL 18.00 -A BOTTOM J Q p o o SYSTEM N0.2 �° - / • . -. e - -•°fie -'� HYDRANT o a (� OF SLOPE ��lr�� " M _ o EL=28.90 ��/ \ PAVER ` 'a h \\ GRASS �( Suffolkg GRANITE e a �= +( 24.9 LG1t GUtGhOU Ue, Town Of Southold N o �� \ EL=41.75 - 1 County, New York o \ WATER SUPPLY $ 5ENAGE D 15PO5AL PLAN 29.00 � � , �Q n�' LD 29.00 \ 8'OF 4"PVC @ 1.000% - --' ` County Tax Map District 1000 Section IOQ Block OI Lot 35 _ __ I.6?' IE=14.00- j �;� �� S \ G� �G 128 r 0 24. 1 o IE=13.34 Jvj Qj �� I i \ r IE=12.84 I.00� 1 050 ® \ �� �� +2 75 -1 1 -, CL TOTAL OF 2 POOLS IE=12.76 JPROVIDE CAST IRON / �� �,� J / \ 8� �$ � I �,� O I 1 G \ MAP PREPARED JUN. 11, 2015 G(, I _ 1 Vl �1 \ 8' DIA. x 6' DEEP Ci 33'OF 4"PVC @ 2.000% HOUSE TRAP WITH VV 1/ \ S 26 j r rn rn Record of Revisions W =300 5F5WA o 0.67 BAFFLE CLEANOUT. TEST � < (3 �� ` ' m 1 BORING �fl -{-27.13 \ REVISION DATE W / #B-1 \ \ ?� � \ J rL GAS MULTIPLE 5EP. 16, 2015 (� 0.67' / �6 Y� J�7 ! rn AMEND LIGHTING NOV. 06,2015 2 X �( ADD SIGN 4 EASEMENT NOTE NOV, 18, 2015 W BOT EL=6.76 I \ / \ / A \ \ UTILITIES, PARKING 4 5GDH5 JAN. IQ, 2016 CO / 8' 8.00' 10' - 1200 GAL. SEPTIC TANK � \ /� / f UPDATE ARCH, NYSDOT 4 SCDH5 JUN. 10, 2016 < - {_ z � ROOD / ;! 20 0 10 20 4o bo M HIGHEST EXPECTED GW EL=2.8 (q \ 1 mU SANITARY SYSTEM NO.2 I \ D R,41 N s / TOP 9 1 `" > OF SLOPE \ JOB NO. 2014-0201 0 EL=27.30 26.85+ DWG. 2014_0201_5iteplon 5 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOP'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CON9DERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO TEL TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FRDM OTHERS 2"x4" WOOD P05T / - 400 Ostrander Avenue, Riverhead, New York 11101 a FILTER CLOTH WOMEN WIRE FENCE ' /r _ ' tel. 631odmi2303 fox.9g651.1:21.0144 ne 12 g 144 . ' admin oun en ineerin com A ,--STABILIZED1/ 2"x4" wooD RAIL N 6.00' CONSTRUCTION - / �-WOVEN WIRE ENTRANCE / EXISTING TREE FENCE - Howard W- Young, Land Surveyor / TO REMAIN .. �,- Thomas G. Wolpert, Professional Engineer ? - - �-FILTER CLOTH 0../ o��2 2t.ss Douglas E. Adams, Professional Engineer n O r.+ x 'F` _ 21.77 \ / - °� 2x4 WOOD O N _ z _ _ t _ s' / R 21.4s - - / / E Robert G. Tost, Architect I TUBBED - - R UNDISTURBED DS � P A a- R ILS M .O AREA ! qj AREA FLOW E -_ 2 N N 00 -• i2 O V 2 x4" WOOD POST =dLG�g--- 22.12+,/ s. f' 22.12 / SECTION ELEVATION` f �' FIN. GRADE z 2.52 f 2�j�, ��.''� - INLET GENERArL POLLUTION CONTROL MEASURES _ 4. R PLAN ELEVATION 'C !f ,� PROTECTION �_+2.59 /� ) 1 IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEG GENERAL 1 f \� `'// 4. 20' OF Ib"HDPE STORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION ` `s AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, TREE PROTECTION 51 LT FENCE .- �/ G��o- �,�� � 1 � I.000s6 �� NT5 THE FOLLOWINS SHALL BE EMPLOYED DURING CONSTRUCTION: NT5 �I �- ,! ,x\12% // 2�� u 20' OF IS HDPE 1 I ® 1.000% I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY Nk 1 1 INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED LF#I.O s MEANS) AND SHALL REMAIN UNDISTURBED. 5 POOLS IO'DIA.x10' DEEP 2. CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE 0 / �•'2 - / BOT OF LP=6.80 THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT 2"x4" WOOD FRAME f ^fx„ �� o ro ��� // / , '`�� �3 0 3284 GF KEPT STABIL ZED THROUGH AREAS ARE EXPOSED. DTHEDUSE OFAND TRIPP D. AR SEEDINEAS L AS E / ,,-22.50 n ��� / o REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL FILTER FABRIC /('`22.72 / t /. -24 GON5ERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL .+`23.43 / / / �I 10 DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, / , / �'BRASH 1! 0 1 TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES ' ENOL. SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. // / ° '/ ?S 1 c+ a SILT 5. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE /` // "..1425.20 FENCE ' �_ t MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE Q0000oOQ / 23.71+ s� � ' 24 ?gam DIVERTED AWAY FROM CLEARED SLOPES. M00000 E � �� i�3 STo 4. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED OOO�ODOO 4- �, N t� ` 1 TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE ' "` 1 � 47 SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE �������� ' SI I \- t� �+-T-w LIMI75 OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND QQQQQQQQ �\�� j/ ��\� / SIGN 258A� I '25.9 STA&ING SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. r� v o�F / 24.1 2. "s 0 TRIBUTARY 1 gl y 00000000 ` e rya POST \ a BOUNDARY "" 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO 0000��00 \ 24.0 e / / PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO 00000000 � ����L�-� +25.41 / \ \t �� 1 LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED 24.33 °�,,.� / VaE �,`�' \ 4.0 � \2 �\%; �t� � ��'�...-1•� 23.86 °\/ �yFy� / � . °F eP s <y 1 c UNTIL THE SITE 15 PERMANENTLY STABILIZED. °Jg�:, o� �E / / / \2 \ 6.00 24.0 0,: u� \ 1� 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED PLAN f J440 / / m ��p 0 2 •1 I ��� = 12� �1� 9 ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH ` / 23:58 / I +2t.65 2 2t. 11,� N THE USE OF APPROPRIATE INLET PROTECTION. 2"x4" WOOD STAKES 4.08 m I`1 I I h!I I= il� M O '7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING / 3.s / 2347 z / 25.84+ t -22-+ - 1k.� or- - o CON5TRUCTION: A.� N / O MATERIAL PRIOR TO LOADIDNG, B.OkNN M TSON--SITE VES NAY5, HICULAR 5PEEDDS S I ,11 121.78 21.59 v 251. \�� -_-23-_ TO 5 MPH; G. PROPERLY COVER TRUCKS GARTINS LOOSE MATERIAL FILTER FABRIC �rJ / _ X26 �`-254- / o - _ + AND GON5TRUGTION DEBRIS. -�='�14.66 / C 26.72 26- _ li 44 :2"x4" �-�. o WOOD FRAME �( z , O 2"x4" WOOD STAKES ��`�F ( a�� t - 4_ i -A -S 5. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES <Ia, ' O SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE _ z I SILT .=` • ! / �.. u' PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, _ `� 73 PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND ➢ FENCE a . _:'po o o ; / t�` 1 DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS o 11 +26. 2`T 13�1 O s NECESSARY. z ' � q. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE 4'" :a _ �2�' !! (c S PERFORMED A5 INDICATED BY PERIODIC INSPECTION AND AFTER �� •¢� '21.00 j� '( 9 HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO I =1111-�I�I�Ir E I I- ,j 51DEY�;cii�, w, y` O INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, !�1 ( 1 I fl SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, 25.71 / _s > ' AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. .- � � � - I I / r 17' E•y SECTION - � .• _ _ � t - its(, _ l 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH �� �, .,r i1 _ I ' ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID R WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WA5TE, AS WELL AS FILTER FABRIC Q � Z: � �' � �--� - BURIED 12" MIN. DRAINAGE H--� SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. dS l \i-`MASONRY� "` oZ25 ?8 INLET Z t0 o zsoo ,ovER- -C p • �' fJ�_ `f J e 'QAC, 4 11. CONCRETE WASH-OUT OF READY-MIX TRUCK5 15 NOT PERMITTED Y 3 :i . u BIKE AT THIS SITE:. INLET PROTECTION NOTES (N /-U n �a _.b.:=_• ,?�` i !�__`RAGKS .{� I.FILTER FABRIC SHALL HAVE AN E05 OF 40-55.BURLAP MAY BE rn "111111 0' I UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR IS USED FOR SHORT TERM CONTNUOUSAPPLICATIONS. 9 rrt -�` ^ ` A a ®� ° �� 1 RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF �-= � - - _ _ __ �_ JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT W j ./ - 'd ` GONSTRUGTION ACTIVITIES, PREPARATION OF INSPECTION REPORTS, STAKE. rIIII,IIIIIII II` , AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER 3.STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR -� �_ BOTT AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEG GENERAL 570RMNATER PERMIT. THE CONTRACTOR SHALL REPORT ANY EQUIVALENT.METAL.WITH A MINIMUM LENGTH OF 3 FEET. (1 OF SLO GRANITE - - ,- a -C� /� 24.9 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE f11 EL- 6' , �',; REQUIRED MODIFICATIONS TO THE 5WPPP NECESSITATED BY FIELD A MINIMUM I INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE t- PAVER 1 ,�q� GR�"5 �/ 1 CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR BRIDGED WIT}+THE USE OF WIRE MESH BEHIND THE FILTER FABRIC \c�j / EL=41.75 / - tG P I FOR SUPPORT. 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND \""r °- 1 /¢ AND BACKFILLED. IT SHALL DE SECURELY FASTENED TO THE STAKES REVISION OF THE SWPPP WHERE APPROPRIATE. �.-.-, AND FRAME. b.A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE57. \ /���dG 29.00 7.PROPRIETARY INET PROTECTION MAY BE SUBSTITUTED IF j CV APPROVED BY QUF�LIFIED INSPECTOR, o \ �� / G <• <fi +2 5!_ B - r ( \ 24. 1 FILTER FA�BRI G DROP INLET PROTEGTI ONTE G L s rn NTS `� #B-1 / / �$< a ? OaS r\ i SO I Q t 20.5 SILT / \ / `� N ENGINEER'5 CERTIFICATION \ '9 \ S W ' _ 1 \ on , -� FENCE / / / Q 1 o � � ROOF � � / � !1 � a / DRAIN U i 50 / �S - OF OPE 1 � '. : MIN. G AST `\ U 0 = L- 0 26.85+ +25.14 s STONE PAVEMENT EXISTING 01 EXISTING 2' BUILDING LINE ? BQ�� / 'Y V - IBUTARY o = _ { 6` \ /� / - B UNDARY 1 X 4 Y ' GROUND S.� PAVEMENT \ BELOW GRADE o �" /, y owl' /,t i. # N \ _ z MOUNTABLE BERM 1 "' \� \ ' - .75 3 0 5 11 / I R CLOTH (OPTIONAL) EDGE OF - r 10 IA. V DEEP Cf� e��S3 e chi F LTE B -18. B O LP=6.60 ! THOMAS G. Y401-PERT, N.Y.S. P.E. No. 61465 PROFILE LANDSCAPING e! , GRANITE CURB ,' 1, C l DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 6061-( �W r EL=41.75 =39 27 =28 50' -I 40 0' 1 MIN. 3D �51LT +27.25 wASHRAGK z BERM 6 3k 3� TD# FENCE IwI (OPTIONAL) N r >�lE RY 3 y �'� =11A ® 1 - • - VINES WITHIN BERM LIMITS TO 8 0 E " �' E= 1 MGGALL VIII NERY - BE REMOVED AND REPLANTED 3q �? 0 �� Pp fZ�irl-� +26.87 1 EXI5TING _ :z...;:: BG ,� IN \ , at Gutchou ue, Town of Southold EXI5TIN5 -C3 _ -="C ,4fZ_ E- ,"- PAVEMENT OP � g GROUND -`� =AC RE, ASE _ �� S 90 1 Suffolk County, N W z 8.50 \ LIMIT OF GLEA�RING, L, e York - :::- , _. 4 = -_ = A • \ GRAD I N(5 4 GROUND I a STORMJW TER MANA&EMENT CONTROL PLAN I I PLAN N z ?8\ formerly D I STURBAICE � rl \novk or 0 M�GQ��1 1 J �� County Tax Map District 1000 Section IOa Block OI Lot 38 DRAINAGE TO SEDIMENT 1�900�116-,'3G � 1 �] a TRAPPING DEVICE 8d 2 MAP PREPARED SEP. 16, 2015 SEE NOTE 5 CONSTRUCTION ENTRATgGE NOTES \ 1 I. STONE SIZE- USE 2" STONE:,OR A RECYCLED CONCRETE EQUIVALENT. 2 Record of Revisions +28.03 REVISION DATE 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N&LE RESIDENCE LOT WHERE A 30 1 FOOT MINIMUM LENGTH WOULD APPLY). m 1 3, THICKNESS-NOT LE55 THAN 6". ��PROVED BY AMEND LIGHTING NOV. O6, 2015 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR D ADD 51,57N $: EASEMENT NOTE NOV. I6 2015 4' Y41D OCCURS.- 12'MI o � w UTILITIES, PARKINS $ SCD-5 JAN. IQ, 2016 5. FILTER CLOTH-WILL BE PILAGED OVER THE ENTIRE AREA PRIOR TO PLACING OF 5TONE. P�Ki7 �1�G �Vi�(iQ UPDATE ARCH, NYSDOT $ 5GDH5 JUN. 10, 2016 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON5TRUCTION 1 ENTRANCES SHALL BE PIPED�ACRO55 THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHIOLD CH WILL ' TU�' � OF SC7►UTt� PREVENT TRACKING OR FLOWIING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT /,� v SPILLED,DROPPED,WASHED,CSR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED DATE l 0 161201 (0 o IMMEDIATELY. t l m S. PERIODIC INSPECTION AND'MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(1) 3O O I5 3O 6O 1O CALENDAR DAY5. ar^C � 2014-0:201Scale: i" = 30' 0 STABILIZED CONSTRUCTION ENTRANCE JOB No. 2114-o NTS DWG. 2014-0201-siteplon 4 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY ONES TO EX157ING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS APE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 19.06 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.12'f.2303 fax. 651.12-T.0144 admin@youngengineering.com 19.14 -9.84 - , 4 4 Howard W. Young, Land Surveyor 18.44 Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer X20.04 / o\18.89 8.63 g g 0.53 //" / 19•1r ��:�$ Robert G. Tast, Architect W �41D E 20.58 / /j o/ 18.96 1.09 e 0.750\ I9.31 20.71 1.20 l� / / - SITE D,°.TA S ' 00 11, TOTAL AREA = 50,000 S.P. 1.26 0.12 17 / r /fir 2Y6-9- VERTICAL DATUM = N.A.V. 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DIA Q T I 8"DIA 33 s aDIA' 4.14 ? { i WO°DED / '1�z" DIA 14.1 Cr 3 DI #38 ENGINEER'S CERTIFICATION mI +.26.8/ 240 24" DIA I / 12" DIA • I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE #69e I O DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME I 16"DtA ,2� 142 12" DI I 9 OR UNDER MY DIRECTION. BASED UPON A CAREFU OROUGH /+77.00 #� c+ STUDY OF THE SOIL, SITE AND GROUNDWATER FACILITIES, AS PROPOSED (D 12" DI I Q , CONFORM TO TH 1 Q ~ / / DEPARTMENT OF HEALTH SERVICES CON 5 Gfit`b TAMP 25.71 68 DIA / / #57 126 DIA 23 DI 183 DIA I EFFECT AS OF THIS DATE. ;;`, t ..ter �4*r / #59 12" DIA '} I / I / 12"DIA 14 2DIA ° 7 155 #44 24" DIA 36" DIAI N i�TT 12" DIA 0 24-.DIA 24" DIA I �, :_,..,� " •:«rt� I I Z O 0 12" DIA °3#586" Doos HO ARD 1. YOUNG, N.Y.S. L.5. NO. 458a3n �1�'�3 W!Z 00-S 2222"DIA 14" IA 3s" DIA VG6 OF " 7 4 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 264 14"DI 1#412"a DIA DOUGLAS E. ADAMS, N.Y.S. P.E. NO. e508,15-70e508,15-7� O � ' )�27.I21 a w _ #65 // L /$5°PJA I SURVEYOR'S CERTIFICATION 1 k T-l.0 \ 14 DIA 0 ti I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING `* / #49" 24.9 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR / 14" DIA UNDER OUR DIRECTION. s \ , � 40" DIA` \ / #52 l�! s // \24. 1 t M1 1 ., o N +26.75 +27.13 I \ ,j � 't�` ',_ ,.s.= r? R J .yy�.rt ` VL r C-3 . HOWARD W. YOUNG, N.1�� L.S. N 458x3 L 1 00, � .� 71 / \ -- `\ MEAp°W \� 1NINERY \\ 2I +25.'4 6.85+ MCCALL Yell TRY \ I +26.62 I of Cutchougue, Town of Southold �\ Suffolk County, New York m EX 1 STING CONDITIONS MAP cIOCI Block 01 Lot 38 +27.60 I '� -t Cn 0. County Tax Map District IOOO Section K \ 1 I I J 2C�o �0L t +27.25 MAP PREPARED JUN. 11, 2015 a \ � APp�', --- � REv151oN Record of Revisions DATE° \ APPROVED BY MULTIPLE SEP. 16, 2015 +26.87AMEND LIGHTING NOV. 0(0, 2015 PLANNING BOARD NO CHANGES THI5 5HEET JAN. 101, 2016 \ i TOWN O� SOUTt�OLL7 NO CHANGES THI5 5HEET JUN. 10, 2016 \ \ DATE I (D 5�( d I to o \ f o,rmer�y \ 11 o \r10W O GOQ11, 1-L�' 30 O 15 30 - I 60 CIO e r \600-�4.2� P`GRES �' Scale: I - 30 JOB NO. 2014-0201 E] = MONUMENT 5ET E= MONUMENT FOUND L= STAKE 5ET e= 5TAKE FOUND \ DWG. 2014_0201_siteplan SOF 5 '177 ' ' ' zw, MAILING ADDRESS: PLANNING E S V "Sr `: 4 P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair ,, OFFICE LOCATION: WILLIAM J.CREEKS Town Hall Annex PIERCE RAFFERTY �� } 54375 State Route 25 JAMES H. RICH III �' (car. Main Rd. &Youngs Ave.) RTIN H.SIDOR p o ,` )g Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2016 Abigail Wickham, Esq.. P.O. Box 1424 Mattituck, NY 11952 Re: Approval - Proposed Site Plan for McCall Wine Production Facility Located at 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 Zoning District: A-C Dear Ms. Wickham: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: WHEREAS, this application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public; and WHEREAS, on September 23, 2015, Abigail Wickham Esq., authorized agent, submitted a Site Plan Application for review; and WHEREAS, on October 6, 2015, building elevations and plans were submitted for review; and WHEREAS, on October 19, 2015, the Planning Board found the application complete for review with additional information required; and WHEREAS, on November 2, 2015, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the description for 6 NYCRR, §617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage McCall Wine Production Facility Page 2 October 4, 2016 and, therefore, not subject to review because the proposed construction is for an agricultural site; and WHEREAS, on December 4, 2015, Abigail Wickham Esq., authorized agent, submitted a revised Site Plan Application for review; and WHEREAS, on December 7, 2015, a Public Hearing was held and closed; and WHEREAS, on January 15, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on January 20, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on January 20, 2016, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on February 12, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies; and WHEREAS, on February 22, 2016, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on March 2, 2016, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on March 2, 2016, the Southold Town Engineer reviewed the proposed project and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 18, 2016, the Office of Parks, Recreation, and Historic Preservation (OPRHP) recommended a Phase I Archaeological Survey be conducted due to the project sites proximity to Downs Creek; and WHEREAS, on March 24, 2016, the Planning Board sent a letter to the applicant requiring revisions to the Site Plan and to obtain necessary Work Permits from regulatory agencies (SCDHS, NYSDOT, OPRHP, Notice of Intent to NYSDEC); and WHEREAS, on July 14, 2016, Abigail Wickham, authorized agent, submitted revised Site Plans and supplemental information; and WHEREAS, on August 18, 2016, the OPRHP provided comments following a Phase I Archaeological Study on the subject site and determined it had no concerns regarding potential impacts of the project to historical architectural resources and no concerns regarding the potential impacts of the project to architectural or archaeological resources; and Miall Wine Production Facility Page 3 October 4 2016 WHEREAS, at their Work Session, held on August 22, 2016, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations have been met with exception of approval from the Suffolk County Department of Health Services (SCDHS) and a Highway Work Permit from the NYSDOT; and WHEREAS, on August 31, 2016, the Suffolk County Department of Health Services (SCDHS) granted approval to Reference #C10-16-0004 for "Winery with private tasting room and office (10 occupant private tasting room only)" @ 1,208 gallons per day; and WHEREAS, on September 12, 2016, the NYSDOT issued a Highway Work Permit Reference #52522 for the subject site; and WHEREAS, on September 12, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed winery as a permitted use in the A-C Zoning District; and WHEREAS, on October 3, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition entitled "McCall Winery", prepared by Baldassano Architecture, dated September 18, 2015 and last revised June 24, 2016, and authorizes the Chairman to endorse the Site Plan. Condition: No retail sales or access by the general public permitted. This site is designed and approved for wine production and storage, not as a public tasting room, with a small area for office and meetings for staff and wine professionals only. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. McCall Wine Production Facility Page 4 October 4, 2016 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. _, . 1 Print name: "' Applicant/Agent g Si nature;. 155 , � - -� Date: "`,� 'L� l� a x k MAILING ADDRESS: PLANNING BOARD MEMBERS �OF sol/ � am P.O. Box 1179 DONALD J.WILCENSKI ` „ Southold, NY 11971 Chairk OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY54375 State Route 25 JAMES H.RICH IIIA � �� � (Cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORy.. COUN�,� Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2016tD) Lr="9111� Abigail Wickham, Esq. ' P.O. Box 1424 Mattituck, NY 11952 IISDt"'.�" u Re: Approval - Proposed Site Plan for McCall Win , � Mc Located at 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 Zoning District: A-C Dear Ms. Wickham: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: WHEREAS, this application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public; and WHEREAS, on September 23, 2015, Abigail Wickham Esq., authorized agent, submitted a Site Plan Application for review; and WHEREAS, on October 6, 2015, building elevations and plans were submitted for review; and WHEREAS, on October 19, 2015, the Planning Board found the application complete for review with additional information required; and WHEREAS, on November 2, 2015, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the description for 6 NYCRR, §617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage Southold Town Planning Board Work Se on — October 3s 2016 wwwwPa, e , , Project name: I Cutchogue Business Center SCTM#: 1000-83-3-4.6 Subdivision Location: 12820 Oregon Road, Cutchogue 1 Description: This proposal is a Standard Subdivision of a 6.10 acre parcel into five lots where Lot 1 equals 1.29 acres, Lot 2 equals 0.92 acres, Lot 3 equals 1.47 acres, Lot 4 equals 0.92 acres, and Lot 5 equals 1.06 acres, located'' in the LI Zoning District. Status: Approved Action: Review Bond Reduction, I Attachments Staff Report Project Name Fishers Island Club Addition.. SCTM#: 1000-4-6-9 Additions .. , Location: Off East End Road, ±820' s/w/o of East Main Road & East End Road, Fishers Island .... Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the l existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12,.3 acres in the R-,120 Zoning District. Status: Pending Action: Status Update Attachments: Staff Report _ Project Name: McCall Wine Production Facility SCTM#: : 1000-109-1-38 Location: 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue Description: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acres of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Status: Pending Action:: Status Update Attachments: Staff Report ` Project Name: Hazard, David & Barbara SCTM#: 1000-103-2-1 Location: C 1465 Harbor Lane, Cutchogue Description: This proposal is for a Standard Subdivision of a 5.14 acre parcel into two I lots where Lot 1 = 2.47 acres inclusive of 0.03 acres of wetlands and Lot I 2 = 2.67 acres inclusive of 0.08 acres of wetlands located in the R-80 Zoning District. Status: Pending Action: Review comments to ZBA and submitted documents. Attachments: Staff Report; draft comments to ZBA Southold Planning Department Staff Report Site Plan Application Work Session — Status Update Date October 3, 2016 Prepared By: Brian Cummings I. Application Information Project Title: McCall Wine Production Facility Applicant: Date of Submission: Walker/McCall, LLC Tax Map Number: September 23, 2015 Project Location: 109.-1-39 Hamlet: 22600 Main Road Zoning District: Cutchogue II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±1.8 acres (adjacent to Building Size 17,100sf (including basement) This application is for the proposed construction of a multi-level 17,100 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,428 sq. ft. timber barn for agricultural storage to be constructed above a multi-level winery on a 1.8 acre reserve parcel (SCTM109.-1-38) adjacent to over 84 acres of land (SCTM116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. III: Analysis 1. Existing: vacant/undeveloped 2. Proposed on SCTM# 109.-1-38: a. Construct a ±17,100sf* multi-level winery production and storage facility i. Basement level: 11,026sf* sheet A101 ii. Crawlspace: 1200sf* sheet A101 iii. Bridge level: 1437sf* sheet A102 iv. Barn level: 2778sf* A103 *Gross floor area 3. With reference to the Planning Board letter dated August 23, 2016: 1 1. Obtain a highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; Staff: yes, this item has been satisfied; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; Staff: yes, this item has been satisfied; V: Staff Recommendations All Site Plan requirements listed in §280-133 of the Town Code have been met and the above referenced Site Plan Application is recommended to be scheduled for determination by the Planning Board with the following condition: 1. No retail sales or access by the general public permitted. This site is designed and approved for wine production and storage, not as a public tasting room, with a small area for office and meetings for staff and wine professionals only 2 DFA 8666 1h Ave. 11 FI E, New York, NY 10001 September 12, 2016 �� �� 4 ��� T(a Saa�siViold Tcvuro ' i:'W*g Board Attn: Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 (631)765-1938 Brian, I am sending the following for your verification: • One copy of the site plan (includes two sheets: boundary survey and water supply and sewage disposal plan)with the Suffolk County Department of Health Services stamp, dated August 15, approved August 31 • One copy of the plans sent to the DOT(includes two sheets: NYS road improvement plan and work zone traffic control plan), dated August 1, approved via letter September 7. • One copy of the DOT approval letter I spoke with Mike Verity and he said the use certification is complete, effective Friday, September 9. 1 hope that all these documents will be sufficient to ensure that the winery is placed on the agenda for the Town Planning Board meeting on October 3. Please let me know if you need anything else at all to draft your approval resolution for the project. Additionally, if possible, please keep these original copies on file in case I need to pick them up and use them during our building permitting process. Best, Sarah Jazmine Fugate',' DFA 14EWYORK STATF Of Governor MATTHM L DRISCOLL Commissioner J0,SEPH t BROWN.A September 7, 2016 Mr. Thomas C. Wolpert Young & Young 400 Ostrander Avenue Riverhead, NY 11901 Your August 1, 2016 Submission McCall Wine NY 25, Cutchogue SCTM No. 1000-10900-0100-038000 Our Case No. 52522 Dear Mr. Wolpert: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for Highway Work Permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter, no further revisions are made to the plans and the municipality has issued site plan approval. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Kindly submit two (2) additional sets of plans, signed and sealer) by a NYS Licensed Design Professional. All other required submission items are listed below: • Completed, signed Highway Work Permit application, Perm 33-COM Stage 3 (Available on our website www.dot.ny.gov/Permits) • Permit Fee (Payable to "State of New York"): $550.00(Ali checks Issued to the State of New York must show a Federal Identification Number) • Surety Bond, Guarantee Deposit or Letter of Credit Amount: $10,000.00 (Perm 44 Sample Surety Bond form available online. • Insurance Requirements: Acord 25 (minimum limits $1,000,000.00) with NYSDOT as an additional insured. The Certificate Holder's box on the Acord form should read NYSDOT Traffic Engineering & Safety, 250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788. • Acord 855. i,iu'7ta 6!,,Ow"F'7y -:';iuR 6 � [ d :JI,J )ugIIiF[hdo[F2v 'gov Mr.Thomas C.Wolpert September 7,2016 Page 2 of 2 Provide proof of Workers Compensation Insurance (Form C-105.2, U-26.3 or SI- 1.2)or proof of exemption (Form CF-200). 'Provide proof of Disability Benefits Coverage (Form DB-120.1 or DB-155) or proof of exemption (Form CF 200). All forms should be secured by the same entity. Questions concerning this matter should be directed to Mr. Mark Wolfgang at(631) 952- 793. 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. Very truly yours, SHAIK A. SAAD Permit Section Manager Traffic Safety and Mobility Group cc: Mr. Vincent M. Orlando, Superintendent of Highways,Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:rq Iau j"J Tina"e, NP(11786 v"ov doT Ii a,^,ov aJbp CNEWYORK �Department of P6i A Li IVIT i Pte. I I I REW CUOMO STATE OF �Covernor EC—1-1-1-1�I �I .'�11 ry ATTHEW I DRISCOLL Commissioner � �� 2 0 ilii JOS IPH'T.BROWIN, P.E. C uutN�uNr9 r�ruu Reel nM IDirector September 7, 2016 Mr. Thomas C. Wolpert Young & Young 400 Ostrander Avenue Riverhead, NY 11901 Your August 1 f 2016 Submission McCall Winery NY 25, Cutchogue SCTM No. 1000-10900-0100-038000 Our Case No. 52522 Dear Mr. Wolpert: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for Highway Work Permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter, no further revisions are made to the plans and the municipality has issued site plan approval. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Kindly submit two (2) additional sets of plans, signed and sealed by a NYS Licensed Design Professional. All other required submission items are listed below: • Completed, signed Highway Work Permit application, Perm 33-COM Stage 3 (Available on our website www.dc.-!..:.gy.,,, ov/Per � ) • Permit Fee (Payable to "State of New York"): $550.00 (All checks issued to the State of New York must show a Federal Identification Number) • Surety Bond, Guarantee Deposit or Letter of Credit Amount: $10,000.00 (Perm 44 Sample Surety Bond form available online. • Insurance Requirements: Acord 25 (minimum limits $1,000,000.00) with NYSDOT as an additional insured. The Certificate Holder's box on the Acord form should read NYSDOT Traffic Engineering & Safety, 250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788. • Acord 855. 50 Vetvaris IIMeirivial V Nhghw ...Suite 6A-7, 11 NY 11"788� nw.cwt.ny gov Mr. Thomas C. Wolpert September 7, 2016 Page 2 of 2 • Provide proof of Workers Compensation Insurance (Form C-105.2, U-26.3 or SI- 12) or proof of exemption (Form CE-200). • Provide proof of Disability Benefits Coverage (Form DB-120.1 or DB-155) or proof of exemption (Form CE 200). All forms should be secured by the same entity. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952- 7973. 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. Very truly yours, SHAIK A. SAAD Permit Section Manager Traffic Safety and Mobility Group cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:rq 250 Veto ram;menu i hall V iiiow a ...., iuA w 6, ..7, Ha ulll!)l1mi e, INY 11788 I www v dot inn gov f � Town Hall Annex ��� > ��� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a Southold,NY 11971-0959 r° IIN41 `ri �� 1 � z 1;. BUILDING DEPARTMENT TOWN OF SOUTHOLD ���d�pra�rywxr 1"lanrling Board MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: September 9, 2016 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: McCall Winery Location: _22600 NYS_Rt. 25,mmCutchoaue SCTM# 1000—Section 109-Block 01 —Lot 38 Date: January 19, 2016 Revised Date: June 10, 2016 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 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 A PERMITTED USE IN THIS AC DISTRICT AND IS SO CERTIFIED. ----------. . ---.............................................................. Michael J. Vcr . ,. Chief Building Inspector �17��r�x MAILINGS: P.O.PO Box 1179 Ia INTI S � }/, rz Southold, IVY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLMLM J. C E ERS CA! Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III ° iff ) (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUN�,�' 1 Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner, "' t6�) Date: August 23, 2016 Re: Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000- 116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Thank you for your cooperation. Encls: Site Plan Application Site Plan �� r "eWr MAILING ADDRESS: PLANNING BOARD MEMBERS � � � �` P.O. Box 1179 DONALD J.WILCENSKI � i Southold, NY 11971 Chair 4a OFFICE LOCATION: WILLIAM J.CREMERS „ Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III � p, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR -, �, �� Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 23, 2016 Abigail Wickham, Esq, P.O. Box 1424 Mattituck, NY 11952 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109.-1-38 Dear Ms. Wickham: I am writing as a follow-up to the Work Session held on August 22, 2016 where the Planning Board discussed the above-referenced application and determined the following: 1. Obtain a Highway Work Permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, Brian Cum--mins g Planner � 1 Southold Planning Department Staff Report Site Plan Application Work Session — Status Update Date August 22, 2016 Prepared By: Brian Cummings I. Application Information Project Title: McCall Wine Production Facility Applicant: Date of Submission: Walker/McCall, LLC Tax Map Number: September 23, 2015 Project Location: 109.-1-39 Hamlet: 22600 Main Road Zoning District: Cutchogue II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±1.8 acres (adjacent to Building Size 17,100sf(including basement) This application is for the proposed construction of a multi-level 17,100 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,428 sq. ft. timber barn for agricultural storage to be constructed above a multi-level winery on a 1.8 acre reserve parcel (SCTM109.-1-38) adjacent to over 84 acres of land (SCTM116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. 111: Analysis 1. Existing: vacant/undeveloped 2. Proposed on SCTM# 109.-1-38: a. Construct a ±17,100sf* multi-level winery production and storage facility i. Basement level: 11,026sf* sheet A101 ii. Crawlspace: 1200sf* sheet A101 iii. Bridge level: 1437sf* sheet A102 iv. Barn level: 2778sf* A103 *Gross floor area 3. With reference to the Planning Board letter dated March 24, 2016: 1 1. Obtain a highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; Staff: no, this item has not been satisfied; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; Staff: no, this item has not been satisfied; 3. Submit a notice of intent to the NYS Department of Environmental Conservation (DEC) and provide a copy of the subsequent notice of acknowledgement to this department; Staff: yes, this item has been satisfied; 4. Coordinate with the Office of Parks Recreation and Historic Preservation (OPRHP) to conduct a Phase 1 archeological study based on the project sites' proximity to Downs Creek; Staff: yes, this item has been satisfied, please see response provided in the letter dated July 21, 2016; OPRHP has no concerns regarding potential impacts of the project to historic architectural resources. OPRHP has reviewed the report entitled, "A Phase I Archaeological Investigation for the Proposed McCall Winery Production Facility, Cutchogue, Town of Southold, New York" (M 20, 2016). One Historic Period archaeological site was identified during the survey: the D site (USN 10310.001449). OPRHP concurs with the report recommendation that the site is eligible for listing in the State and/or National Register of Historic Places, and no additional archaeological work is necessary for the project. Therefore, OPRHP has no concerns regarding the potential impacts of the project to architectural or archaeological resources. 5. Provide a revised photometric plan compliant with §172. The proposed fixtures labelled as "18" exceed the Code maximum of 5.0 foot candles in multiple locations; furthermore, due to the location of the proposed barn and the surrounding agricultural area, staff strongly encourages the use of lighting only as necessary on this site, with foot candle values much lower than 5 fc to avoid unnecessary sky-glow; 2 Staff: yes, this item has been satisfied. The photometric plan has been revised to propose the following: • L-7 (bollard): 13 (previously 17) at 39"high; 3000K • L-8 (barn eave): 10 (previously 16) at 14' high; 3000K • L-10 (ramp at grade): 7 (previously 5); 3000K • L-17 (guardrail entryway): 16 (no change); 3000K • 16 Handrail fixtures; 3000K 6. In addition to requirement#5 specified above, all exterior light fixtures must be a color temperature of 3000K or less; Staff: yes, this item has been satisfied and the use of LED light fixtures is supported; however it is further recommended (if feasible) that these LED fixtures be constructed at 2700K to further decrease the color temperature of the fixtures and the overall site glow; 7. Provide at least five (5) prints of a revised Site Plan to include the seal, stamp and signature of the NYS licensed professional preparing the plan, with the following: a. Provide a minimum 22' aisle width for the parking stalls proposed at 901. As discussed, an aisle width of 16' may be utilized if parking stalls are proposed at 600; Staff: yes, this item has been satisfied; b. Provide a landscape plan (or revised Site Plan) that specifies which mature shade trees are proposed to remain on site and specifically within the 25' front yard landscaped area, and include the planting details and specifics of the proposed hedge row. If a sufficient amount of the existing mature trees are proposed to remain along NYS Route 25, the street tree requirement (minimum of 5) may be met; Staff: yes, this item has been satisfied. Three (3) existing mature trees are proposed to remain and two (2) shade trees are proposed (White Oak to west, Scarlet Oak to east); c. Provide a setback for the main sign at a location of at least 15' (minimum) from the front property line. As discussed, a revised design for the sign. 3 Submitted: yes, this item has been satisfied. 30" x 48" freestanding sign (60" tall) "No Public Access, McCall Wines, Tasting Room 300 yards to the west"; V: Staff Recommendations 1. Obtain a highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS 3. It is recommended that once the outstanding permits listed above (DOT & SCDHS) are obtained, that all site plan requirements listed in §280-133 of the Town Code have been met and that the above referenced site plan application be scheduled for determination by the Planning Board. 4 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 22, 2016 4:00 p.m. Southold Town Meeting Hall (3:00 p.m. Executive Session: Advice from Town Attorney—Supervisor's Conference Room) 4:00 p.m. Special Meeting — Meeting Hall Applications — Meeting Hall Pro ect Name. The Estates_at Ro alton SCTM# 1000-113-7-19.23 , Location: 55 Cox Neck Roadon Cox Neck Road approximately 490' j north of k I': d Avenue, Mattituck Description, ... ...... . iption, This proposal is for a Standard Subdivision of a 36.9 acre parcel into 12 lots where Lots 1-11 equal 0.7 acres, and Lot 12 equals 12 acres, located in the A-C Zoning District. This subdivision includes 15.2 acres of open space and 1.7 acres for proposed road. Status: Conditional Preliminary Plat Approval Action: �� Review Final Plat & legal documents, , w�.. . ro,. .® . 1 Staff Report J,_Attachments,_ __ Project Name: McCall Wine Production Facility SCTM#: 1000-109-1-38 Location: 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, C utchogue i Description: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acres of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public ��.. ... ...... Status: Pending Action: Review revised Site Plan. Attachments: Staff Report ... Lroject ocation Name: 6660 NYS Route 25, 270' s/w/o Skunk Lane &1NYS Rt. 25, � _ t. 25, Cutchogue Descri tion: This Site Plan is for p � the proposed outdoor retail and wholesale sale of s nursery products with an 8' x 10' (80 sq. ft.) sales office and 10 parking stalls on 1 48 acres in the Limited Business Zoning District. �... ... Status: New Application Action: Review for completeness. Attachments Staff Report 11", "" 1 NEWYORK Parks Recreation., G a t OF a � � and Historic Preservation ANDREW M. CUOMO ROSE HARVEYp Governor Commissioner July 20, 2016 Mr. Brian Cummings 13pwd Town of Southold 54375 NYS Rt. 25 PO Box 1179 Southold, NY 11971 Re: SEQRA McCall Wine Production Facility 23600 Main Road, Cutchogue, NY 11935 16PRO1230 SCTM#109.-1-38 Dear Mr. Cummings: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP) as part of your SEQRA process. These comments are those of OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). OPRHP has no concerns regarding potential impacts of the project to historic architectural resources. OPRHP has reviewed the report entitled, "A Phase I Archaeological Investigation for the Proposed McCall Winery Production Facility, Cutchogue, Town of Southold, New York" (May 20, 2016). One Historic Period archaeological site was identified during the survey: the Downs site (USN 10310.001449). OPRHP concurs with the report recommendation that the site is not eligible for listing in the State and/or National Register of Historic Places, and no additional archaeological work is necessary for the project. Therefore, OPRHP has no concerns regarding the potential impacts of the project to architectural or archaeological resources. .................. ....... ............................... ...... .......................__................................._..........___________________ ......................... Division for Historic Preservation P.O. Box 189,Waterford, New York 12188-0189-(518)237-8643-www.nysparks.coni Mr. Brian Cummings July 20, 2016 Page 2 If further correspondence is required regarding this project, please refer to the OPRHP Project Review (PR) number noted above. If you have any questions, I can be reached at 518-268- 2186. Sincerely, Tim Lloyd, Ph.D., RPA Scientist- Archaeology timothy.Iloyd@parks.ny.gov via e-mail only �� ������'uvii�ion for l����l���t���riic Flu ���. rvatio� ....._„ F1,0. Box 189 Carrm!!:.o�ford, rdew`w`uwrvk 2168-0189-(515)237-5543 m www.unyspwwn°11k sxor n L! ! � VE rHD LAW OFFICES J 4 2016 WICKHAM,BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 Sodhd)d Town MATTITUCK,LONG ISLAND f canning Board ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A. WICKHAM 631-298-8353 JANET GEASA TELEFAX NO.631-298-8565 awickham@wbglawyers.com pJe08 kuUald July 14, 2016 UM01 pla�hflS s�oz � t Jnr Attn: Ms. Heather Lanza Southold Town Planning Board P.O. Box 1179 Southold,New York 11971 Re: Walker/McCall, LLC Winery Site Plan Premises: 22600 Main Rd., Cutchogue, NY 11935, SCTM#: 100-109-1-38 Dear Heather: Please include the following drawings and maps, which have been signed by Baldassano Architecture, with the site plan application in the above referenced matter submitted to the Board on September 21, 2015: 1) One set of updated signage drawings (three pages); 2) One set of updated lighting specification(12 pages); Additionally, five copies of Baldassarro drawings of: a) site development plan(site plan) A006; b) basement level floor plan A101; c) bridge level floor plan A102; d) barn level floor plan A103; e) 'exterior elevations A200; f) exterior elevations A201; and g) building section A300; Also enclosed are five sets of the updated Site Plan and Details last dated June 10, 2016 prepared by Young & Young. If anything further is required, please advise. Very tr y yours, a AAW/dm Abigail A. Wickham encl. re/mc/nw/shdpbsiteplan 7-12 rKEWYORK Department of ANDREW IM. STATE OF Governor OPPORTUMTY, Transportation IMATTHEW J. DRI C ILL Commissioner JOSEPH T.BROWN,RE. Regional Dife J� .-. April 22, 2016 VV Mr. Thomas C. Wolpert A P1 9 2 o 16 Young & Young 400 Ostrander Avenue Manfi' i Board R���a�tir���1��r� Riverhead, NY 11901 Your September 22, 2015 and March 18, 2016 Submissions McCall Winery NY 25, Cutchogue SCTM No. 1000-109010-0100-038000 Case No 15-52522 Dear Mr. Wolpert: 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 within New York State highway Right of Way (ROW) and issuance of a New York State Highway Work Permit (HWP), the following items must be addressed: 1. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and traffic generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning movements from through traffic. New York State is utilizing this technique to minimize impacts to State Highways. We recommend, therefore, that cross access to this site be obtained from adjacent properties. If this is not presently possible, it should be shown on the HWP plans for implementation as part of future redevelopment. 2. The driveway shall be designed in accordance with our driveway policy manual guidelines and it shall be offset from the property line in accordance with the same guidelines. For your reference the guidelines can be found on our website, w, ot,..y,q. y.,,.1pf umu°�°�Gts, in the manual known as Policy & Standards for the Design of Entrances to State Highways. 3. The driveway should be shown to be constructed with full depth asphalt pavement for a minimum of ten (10) feet or to ROW line, whichever distance is greater. 250 Veterans Memorial Highway--suite 6A-7, Hauppauge, NY 117881 www dotmy.gov Mr. Thomas C. Wolpert April 22, 2016 Page 2 of 4 4. Consider providing a pedestrian connection between the building on site and the shoulder along NY 25 in accordance with Complete Streets principals. 5. Remove dead trees along NY 25. Trim dead, damaged or low overhanging tree limbs from the trees beside NY 25. Tree limbs lower than 16'-0" should be removed from the adjoining street trees in a symmetrical manner. This will help ensure the trees are not damaged by passing vehicles. Limbs should be cut back to the branch bark collar neatly leaving no stubs. 6. A Landscape Plan was not located in the plan set. Efforts should be to maintain as many of the existing healthy trees along the frontage of the site, particularly in the ROW. 7. Provide all construction details in accordance with our standards & specifications. & Provide Work Zone Traffic Control (WZTC) Plans for appropriate shoulder, travel lane and sidewalk closures schemes as necessary for all required mitigation items. All WZTC plans must be in accordance with the current MUTCD. The plan must include the note: "All Lanes Must Be Open To Traffic Before 10am And After 3pm. No Lane Closings Are Permitted On Weekends Or Holidays. Nighttime Lane Closings Will Not Be Permitted Without Prior Approval From The State Permit Inspector." 9. "Share the Road" signage has been replaced with a W11-1 and a NYW5-32P "In Lane" sign combination. See TSMI (Traffic Safety & Mobility Instruction) 13-07 for additional information. 10.NY 25 is designated as a bicycle route. We recommend providing Bicycle parking facilities on site. Please advise how employees or customers wishing to bicycle to the site will be accommodated. On future submissions please indicate where bicycles for patrons and employees will be parked/secured. Bicycle racks should be located adjacent to the building entrance. They should not obstruct the Pedestrian Accessible Route (PAR) to the building and be clearly visible to cyclists and the public. Inverted "U" or "A" shaped racks are recommended. For additional guidance please refer to the following link lett 11/ ..yiim � our / ites/,www apl,a � ( gym mm� �uL ut§M,L/oJima ationsl[)), .g�.�'''j V.IL!ir2gg, r f. 11.Add the following note to the plans: "All drainage grates within the project limits shall be inspected and adjusted to improve bicycle safety before and after completion as follows: a. If the edge of the frame is directly adjacent to the curb or the edge of pavement then the grate shall be adjusted to the maximum extent away from the curb or the edge of pavement to minimize the gap between the frame and grate along the probable bicycle wheel path. b. After adjustment the frame shall be secure and non-rocking; any missing bolts shall be replaced; and the frame, casting, and surrounding pavement shall provide an even, continuous, and non-jarring surface for the path of travel of the bicycle wheels. The applicant shall repair any of the aforementioned drainage structure deficiencies according to the direction and approval of the NYS DOT. Elevation differences between the pavement and frame/grate of Y2 inch or more shall be corrected with a transition of 1/2 in per foot." :"n �Ju, a uu: Il uu ouo:uV N N6r�llu n wut 6A-7, Haullrpauuge, NY H M;3� %vmrvv diiii, uuy gciv Mr. Thomas C. Wolpert April 22, 2016 Page 3 of 4 12.We recommend that permanent survey markers should be installed at the property limits along NY 25 and at any intermediary turning points along the State Highway frontage in accordance with NYSDOT Standard Sheet 625. Please include the appropriate detail. 13.The plan shall include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 14.The closest NY 25 mile marker shall be shown on the plan. 15.A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction. 16.Any utility work proposed in State Highway Right of Way will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance Facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP) applications. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Please submit one (1) paper copy of the revised plans, one (1) paper copy of a response letter, one (1) paper copy of the Stage 2 Perm 33-COM Highway Work Permit application and one (1) electronic copy of each of the previously noted items in pdf format on a CD. The plan sheets shall be provided as a complete pdf file. The response letter shall state how the above comments are addressed, item by item. Review of the subject project 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. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:rq 250 Veterans IMeurr.Hrx�all 11i lh way m.., ullte Q'iA r7, 11 d u.q)lpauge, INN 11788� wwwdot,nu1r.gov OFFICE LOCATION: ' a MAILING ADDRESS: Town Hall Annex ^ "'� ,' ��� P.O. Box 1179 54375 State Route 25 '} Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 24, 2016 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109.-1-38 Dear Ms. Wickham: am writing as a follow-up to the Work Session held on March 21, 2016, where the Planning Board discussed the above referenced application and determined the following: 1. Obtain a highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; 3. Submit a notice of intent to the NYS Department of Environmental Conservation (DEC) and provide a copy of the subsequent notice of acknowledgement to this department; 4. Coordinate with the Office of Parks Recreation and Historic Preservation (OPRHP) to conduct a Phase 1 archeological study based on the project sites' proximity to Downs Creek; 5. Provide a revised photometric plan compliant with §172. The proposed fixtures labelled as "18" exceed the Code maximum of 5.0 foot candles in multiple locations; furthermore, due to the location of the proposed barn and the surrounding agricultural area, staff strongly encourages the use of lighting only as necessary on this site, with foot candle values much lower than 5 fc to avoid unnecessary sky-glow; 6. In addition to requirement#5 specified above, all exterior light fixtures must be a color temperature of 3000K or less; McCall Wine Production Facility Page Two March 24, 2016 7. Provide at least five (5) prints of a revised Site Plan to include the seal, stamp and signature of the NYS licensed professional preparing the plan, with the following: a. Provide a minimum 22' aisle width for the parking stalls proposed at 901. As discussed, an aisle width of 16' may be utilized if parking stalls are proposed at 60°; b. Provide a landscape plan (or revised Site Plan) that specifies which mature shade trees are proposed to remain on site and specifically within the 25' front yard landscaped area, and include the planting details and specifics of the proposed hedge row. If a sufficient amount of the existing mature trees are proposed to remain along NYS Route 25, the street tree requirement (minimum of 5) may be met; c. Provide a setback for the main sign at a location of at least 15' (minimum) from the front property line. As discussed, a revised design for the sign. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Sincerely, Brian Cummings Planner ARCHAEOLOGY COMMENTS Phase I Archaeological Survey Recommendation 16PRO1230 — McCall Wine Production Facility Your project is located in an archaeologically sensitive area. Therefore, the Office of Parks, Recreation and Historic Preservation (OPRHP) recommends a Phase I archaeological survey for all portions of the project that will involve ground disturbance, unless substantial prior ground disturbance can be documented. If you consider the entire project area to be disturbed, documentation of the disturbance will need to be reviewed by OPRHP. Examples of disturbance include mining activities and multiple episodes of building construction and demolition. Documentation of ground disturbance should include a description of the disturbance with confirming evidence. Confirmation can include current photographs and/or older photographs of the project area which illustrate the disturbance (approximately keyed to a project area map), past maps or site plans that accurately record previous disturbances, or current soil borings that verify past disruptions to the land. Agricultural activity is not considered to be substantial ground disturbance. Please note that in areas with alluvial soils or fill archaeological deposits may exist below the depth of superficial disturbances such as pavement or even deeper disturbances, depending on the thickness of the alluvium or fill. Evaluation of the possible impact of prior disturbance on archaeological sites must consider the depth of potentially culture-bearing deposits and the depth of planned disturbance by the proposed project. A Phase I survey is designed to determine the presence or absence of archaeological sites or other cultural resources in the project's area of potential effect. The OPRHP can provide standards for conducting cultural resource investigations upon request. Cultural resource surveys and survey reports that meet these standards will be accepted and approved by the OPRHP. Our office does not conduct archaeological surveys. A 36 CFR 61 qualified archaeologist should be retained to conduct the Phase I survey. Many archaeological consulting firms advertise their availability in the yellow pages. The services of qualified archaeologists can also be obtained by contacting local, regional, or statewide professional archaeological organizations. Phase I surveys can be expected to vary in cost per mile of right-of-way or by the number of acres impacted. We encourage you to contact a number of consulting firms and compare examples of each firm's work to obtain the best product. Please also be aware that a Section 233 permit from the New York State Education Department(SED) may be necessary before archaeological fieldwork is conducted on State- owned land. If any portion of the project includes the lands of New York State you should contact the SED before initiating survey activities. The SED contact is Christina B. Rieth and she can be reached at (518) 402-5975. Section 233 permits are not required for projects on private land. If you have any questions concerning archaeology, please contact Tim Lloyd at 518-268-2186 or Timothy.Lloyd@parks.ny.gov DivisOn for Rhetoric Preservation P.O.Box 163,Waterford,New York 12188-0139 m(516)23'7-6643^WWW,llySp2rks.com Southold Town Planning Board Work Session — March /-1 2016 - Paae .� ..... ._ Project Name:,-- McCall Wine Production Facility SCTM#: ! 1000-109-1-38 Location: 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue ........ Description This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acres of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Status Pending Action: Review referrals. E Attachments: Staff Report Project Name: North Fork United Methodist SCTM#: 1000-63-1-15 Church Location: 43960 CR 48, Southold Description: 1 This Site Plan is for the proposed construction of a 7, 'p p p 100 sq. ft. place of , worship and 50 parking stalls on 2.45 acres in the Limited Business (LB) Zoninci District. Status: New Application Action: Review draft comments to ZBA and for app p Attachments: Staff Report application completeness. .... Pro1'ect Name: Sorts ,East Fitness Club C SCTM#: 11000-122-7-91"""''"''' Location 9300 Route 25, _141 s/w/o Sigsbee Road & NYS Route 25, Mattituck ( Description: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 500' (75)000 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the; R-80 Zoning ,District. Status: New Application _.. Action: Review for completeness, Attachments Staff Report Project Name i North Fork Woodworks SCTM#: 1000-61-1-15.3 Location: 810 Traveler Street, Southold Description This Site Plan is for proposed interior renovations to an existing 2,195 sq. 1 ft. building to include an office and accessory apartment with 18 parking stalls on 0.46 acres in the Hamlet Business Zoning District. Status: New Application Action:. Review for completeness. Attachments: Staff Report Soutnold Planning Department Stat Report Site Plan Application Work Session — Referral Review Date March 21, 2016 Prepared By: Brian Cummings I. Application Information Project Title: McCall Vineyards Wine Production Facility Applicant: Walker/McCall, LLC Date of Submission: September 23, 2015 Tax Map Number: 109.-1-39 Project Location: 22600 Main Road Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±1.8 acres (adjacent to Building Size 17,100sf (including basement) This application is for the proposed construction of a multi-level 17,100 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,428 sq. ft. timber barn for agricultural storage to be constructed above a multi-level winery on a 1.8 acre reserve parcel (SCTM109.-1-38) adjacent to over 84 acres of land (SCTM116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. III: Analysis 1. Existing: vacant/undeveloped 2. Proposed: a. Construct a ±17,100sf* multi-level winery production and storage facility i. Basement level: 11,026sf* sheet All 01 ii. Crawlspace: 1200sf* sheet A101 iii„ Bridge level: 1437sf* sheet A102 iv. Barn level: 2778sf* A103 *Gross floor area b. Storm water drainage: i. Three (3) 10' x 12' deep drywells 1 ii. One (1) 10' x 8' deep drywell iii. Green roof system to be used for building run-off c. Sewage disposal plan: i. Sanitary system #1 (wine-making, storage, office @ 602gpd): 1. One (1) grease trap @ 8' x 5' deep 2. One (1) septic tank @ 8' x 5' deep 3. Two (2) leaching pools @ 8' x 9' deep ii. Sanitary system #2 (processing) 1. One (1) septic tank @ 8' x 4' deep 2. Two (2) leaching pools @ 8' x 6' deep d. Parking: i. Wine making: 1 stall per employee 1. 5 employees = 5 stalls required ii. Wine Storage: (1 per 1000sf of gross floor area) 1. Basement level: 2,290sf 2. Upper level (barn): 2,428 3. Warehouse/storage: 4,718sf 4. TOTAL = 4,718 = 1000 = 4.7 or 5 stalls required iii. Total required = 10 stalls iv. Total provided = 15 (8 stalls constructed in stone blend parking area including 1 ADA; 7 stalls to be land banked Staff: aisle width provided is 20' with the parking stalls proposed at 901, this is not Code compliant. A minimum aisle width of 22' is required for parking stalls proposed at 901; e. Landscaping: i. Street tree requirement: 1 per 40' of frontage 200' = 40' = 5 required (existing landscaping plus a new hedge are proposed within 25' front yard landscaped area, see LWRP comments below) ii. Numerous mature shade trees are proposed to remain as part of the site plan* (see LWRP comments below) 2 iii. A new hedge row is proposed to be planted and run along the front property line and a portion of the west property line f. Exterior Lighting: i. Seventeen (17) Bollard fixtures (labelled "LT) at 39" tall for lighting of parking stalls and walkway/access to building; Staff: Code compliant ii. Sixteen (16) eave fixtures (labelled as "18") for exterior lighting of barn Staff: fixtures are compliant; however, foot candle measurements resulting from these fixtures are not compliant. Several measurements exceed the Code maximum of 5.Ofc.Due to the location of the proposed barn and the surrounding agricultural area, staff strongly encourages the use of lighting only as necessary on this site; iii. Five (5) mounted fixtures (labelled as "L10") on concrete ramp Staff: code compliant iv. Sixteen (16) cube light fixtures (labelled as "L17") proposed along guardrail at front of proposed facility; Staff: code compliant g. Signage: one (1) main sign is proposed (see rendering) at ±15" tall and 24" wide including the language: "McCall Wines; No public access; tasting room 300 yards to the west" Staff: the size of the sign is compliant; however, the applicant needs to confirm that the sign will meet the minimum sign setback of 15' from the front property line; 3. Bulk Schedule/Code Requirements (AC zone) a. Lot Coverage i. Maximum: 20% ii. Existing: 0% iii. Proposed: 15% 3 b. Setbacks for the roose d buildinc ( C) ... ............ n� Required Provided rout 60' _ 220.08' Side(E) 20' 61.77' ide;�W) 20' (45 comb_ 29.96 Rear yard 75' 39.5' (adioins DRC*) *Parcel adjoins other land of applicant/owner containing 83+ acres of Suffolk County Development Rights land and is technically considered one lot 4. Referrals: Suffolk County Department of Health Services (SCDHS) Approval from the SCDHS is required, as of March 18, 2016; SCDHS approval has not been obtained; NYS Department of Transportation (DOT) A highway work permit from the NYSDOT is required, as of March 18, 2016; a permit has not been obtained; Architectural Review Committee (ARC) February 18, 2016, the ARC approved the application as submitted; Office of the Town Engineer 1. The drainage calculations and subsequent drainage design meets the minimum requirements for Chapter 236, Stormwater Management. 2. A State DOT Curb Cut Permit must be obtained. 3. The proposed cumulative disturbance resulting from proposed construction activities and grading of this site will be greater than one (1) acre in area. Therefore, this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must prepare a formal DEC Storm Water Pollution Prevention Plan (SWPPP) and submit a Notice of Intent (N01) to the DEC. 4. The note shown on the site plan "Building Line Below Grade" appears to encroach on adjacent property lines. I understand that the encroachment shown is below grade but these setbacks should be reviewed by the Building Department for compliance with Zoning. 4 Staff: the "encroachment" to the adjacent property line as mentioned above technically does not exist. There are two parcels shown on the site plan to delineate between the parcel with development rights sold to Suffolk County (farm) and the reserve two acre (subject) parcel. These parcels are created for tax purposes but are technically considered one lot; 5. The side yard setback from the proposed stone blend driveway has not been dimensioned. This setback should be a minimum of four (4') feet. Staff: a 4' wide dimension has been provided on the site plan as required; NYS Department of Environmental Conservation (DEC) A Notice of Intent (NOI) is required to be submitted, detailing the proposed project and its scope in order to receive a subsequent Notice of Acknowledgement (NOA) from this office. Fire Marshall No comments or concerns regarding the proposed project; Cutchogue Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Local Waterfront Revitalization Program (LWRP) The proposed action is CONSISTENT with the LWRP provided the following is considered: The parcel is located within the Agriculture Conservation (AC) zone in Cutchogue. The proposed use does not conflict with the purpose of the zoning district or the character of the surrounding community. The parcel is included within the archeo-sensitive area mapped area (MAPINFO GIS- Archeo-sensitive layer) and due to the proximity to Fort Corchaug, a National Register of Historic Places (NRHP) property, a cultural resource survey is recommended for all areas proposed to be disturbed to further and or meet policy 2. The Town of Southold's Down Farm Preserve/Fort Corchaug property is located to the east of the subject parcel. The proposed New York State Route 25 (SR 25) is a New York State Scenic Byway. Although trees are show on the site plan, it is unclear if they would be protected. It is recommended that a vegetated buffer that includes the trees be established south of SR 25 to minimize impacts to scenic views. Staff: require the applicant to specify which existing mature trees will remain; 5 Office of Parks Restoration and Historic Preservation (OPRHP) No concerns regarding the potential of the proposed project to impact the Fort Corchaug archaeological site (OPRHP No. 10310.000028), because the project area is sufficiently distant from the site of the Fort. However, the project area is close to the headwaters of Downs Creek, along which the Fort is located, and there are several known pre-contact Native American archaeological sites in the area. Therefore, I recommend a Phase I archaeological survey (see attached guidance). ARCHAEOLOGY COMMENTS Phase I Archaeological Survey Recommendation 16PR01230 — McCall Wine Production Facility Your project is located in an archaeologically sensitive area. Therefore, the Office of Parks, Recreation and Historic Preservation (OPRHP) recommends a Phase archaeological survey for all portions of the project that will involve ground disturbance, unless substantial prior ground disturbance can be documented. If you consider the entire project area to be disturbed, documentation of the disturbance will need to be reviewed by OPRHP. Examples of disturbance include mining activities and multiple episodes of building construction and demolition. Suffolk County Planning Commission (SCPC) Pursuant to Section 2391 & m of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is 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. V: Staff Recommendations 1. Obtain a highway work permit from the NYSDOT; 2. Obtain approval from the SCDHS; 3. Submit a notice of intent to the NYSDEC and provide a copy of the subsequent notice of acknowledgement to this department; 4. Require the applicant to coordinate with the OPRHP to conduct a Phase 1 archeological study based on the project sites' proximity to Downs Creek; 5. Require the applicant revise the photometric plan to be Code compliant. No foot candle values on site shall exceed 5.Ofc and the fixtures labelled as "18" exceed this maximum in multiple locations; additionally, due to the location of the proposed barn and the surrounding agricultural area, staff strongly encourages 6 the use of lighting only as necessary on this site, with fc values much lower than 5 fc to avoid unnecessary sky-glow; 6. In addition to the requirement above, all light fixtures must be a color temperature of 3000K or less; all fixtures proposed are available in this temperature and should be confirmed by the applicant; 7. Require the applicant to provide a minimum 22' aisle width for the proposed parking area; 8. Require the applicant to provide a landscape plan (or revised site plan) that specifies which mature shade trees are proposed to remain and include the planting details and specifics of the proposed hedge row. If a sufficient amount of the existing mature trees are proposed to remain the street tree requirement may be met; 9. Require that the proposed main sign is located at a minimum, 15' from the front property line; 7 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VOLATON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES APE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROFEPTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEFFON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTTUTON.CERTIFICATIONS APE NOT TRANSFERABLE TO ADDIPONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHFPS 19.06 400 Ostrander Avenue, Riverhead, New York 1101 tel. 631.2-1.2303 fax. 631.727.01x +19.14 admin@youngengineering.com94 9.84 Howard W. Young, Land Surveyor 18.44 Thomas G. Wolpert, Professicnol Engineer 0.04 j x\18.89 8.63 Douglas E. Adams, Professional Engineer d 19.1Robert G. Tost, Architecto.s3 _ - e.s6 w 1.09 e 0.750 9.31 +20.71 1.20 1\ - - SITE DATA S .00 TOTAL AREA - 80,000 5.F. +21. 0.12 1.72 2Q:69 VERTICAL DATUM = N.A.V. DATUM (1988) -/ 20.52 �i j 0.49 /2 21.66 +21.77 / -- 21.46 4Y. 2.06 / 21.07 / k �0 +2�.2 21.90 #3 2.52 2�1 /� „f�j Y I 24" DIA �. 21.49 �1 1.92 2367 v 4" DI 4 �-� +22.59 j// / \ #10 l 1 ++ 0 24. 12" DIA 40" DIA \ .4.5+ 22� I 2.%5- 24.83 12" DIA 1.9 / -24- - n' o / 24.74 #6 3.32 __ 5/ / i�j #75 � Q � DIA 36" DIA #19 ` 23.98 / O 22.50 \�,oti / -25� / 28" DIA s DIA 22.72 / 0 25.15 99 #8 +23.43 / #74 +25.13 #10 8" DIA / 36" DIA 8" DIA #9 DIA #02 DI #13 DIA 3.72 / / / //#73 #20 #14 8" DIA �~ 3.07 / 28"DIA #21 40" DIA 14" DIA ' +25.20 30" DSA 10" DIA , �o � ,o•' DIA � 'z 23.71+ i 5���� / =-:23.86 8" DIA i N 5r_ +25.53 #17 1 #22 #23 DIA .47 12" DIA J 4.04/=`'j 24" DIA + f 3.44 5.5 #18 // SIGN 25.80 25.97 14" DIA v 24.1 24.29 0 # POST a 105 DIA 11 #24 - 24.14+- L #72 56" DIA / #27 14" DIA 24.05_- " // /a� \ 10' DIA #26 24.33 ��,,, / �\�� '(��` \ 4.0 1 +25.41 / 6i 0"DI 23.86 \� /' r yFV\9, / �h ; F QP o \ �'S 1-7 S 3.58 24.08 ' off' ti�� �� / / /� / �A \ _�26.°o p / O ( I I 322 21.90#I 1\ #28 :'24.40 Fn #71 36" DIA N 0\ 23.58 /ryh m W°°OED 36" DIA I I I i 21.85 I I 11\ ° N `,•,- 23.°4$ + IIII 21.59 1 1 1 1 1 #29 03 4.27_-' ,_ 25.84 I t� .8 Z I J 12" DIA / / `111`1.78 22� J N2).W 1 #34 (� / 25.09 / \� _ -23- - ��/+ 6" DIA DI / O / v X26 + _ _-24- #8130 #35 #39 fl +24.66 /�/ D Z - 26.72 _26 25+26- 6" DIA 10" DI 6" DIA L .} J� m v #70 a 26.73 #31 O ,/ CvJQc�� p pO 24" DIA 10" DIA 33 1 8" DIA 8 DIAD I 24.14 I / 12" DIA #41 DI #38I 5 +26.8/ 24" DIA #4D o sNC�I N �R'S GERTi I GTI ON o I / 12" DIA -13 1 HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE O DISPOSAL 5Y5TEM(5) FOR THI5 PROJECT WI=RE DE516NEP BY ME I 16•'DIA /2�� u #42 1 12" DI 1 9 OR UNDER MY DIRECTION. BASED UPON A CAREFU N OROUGH /-+17.00 #46 STUDY OF THE SOIL, SITE AND GROUNDWATER fTJ0N5;; 1 / 12" DI I 9 FACILITIES, AS PROPOSED, CONFORM TOT SUP / #43 DEPARTMENT OF HEALTH SERVICES CONS UGTaQt ,.STANDARIDS`' / 18" DIA r,`.• 25.71 / 88 DIA/ / #57 #56 #53 I EFFECT AS GP THIS DATE. I a / #59 12" DIA 12' DIA 12" DIA I / 12" DIA > 4 0 I I'j: J- - m / 12' DIAo #45 #47 7 #55 #44 24" DIA 36" DIA �g,e} ,g _. Z Q m I 12' DIA #60 24",DIA 24" DIA 1 1 �'ixe +SJ `\r S = _- F�* #63 20" 0 1 . .'✓ '. Q / 12" DIA " # #58 HOWARD W. YOUNG, N.Y.5. L.5. NO. 45893ni` Q i #66° 14" IA 36" DIA A O 22' DIA7.4 THOMAS G. V401-PERT, N.Y.S. P.E. NO. 61483 �4 DIA #� DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 80897 - " ��� O o � •) 112" DIA rn 1 9 / � \ 27. 1 � 0 ' 0 #65 DIA /// G A 1 5URVB'(0R S CERTIFICATION -'I � ti� oo -•.LCL„�,�LL,, - (� / I 1 HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING #49, \ #24.9 j BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR / \ / 14" DIA i UNDER OUR DIRECTION. :. R s f m: 40" DIA\ / #52 36 / +26.75 24. 1 / r" � r._• +27.13 \ \ HOWARD W. YOUNG,'N.Y.S. \ N I NERY \\ 26.85+ \1 +25.14 I M cGALL N I NER' \ I +26.82 I at Gutchouguo, Town of Southold � Suffolk County, Now York I \\ // EXISTING 00NDITION5 MAP rn +27.60 \ ` County Tax Map District 1000 Section 10'51 Block 01 fiat 55 a 1 2QQ.00T MEApOW l +27.25 MAP PREPARED JUN. II, 2015 0�O�� \\ 1t REVISION Record of Revisions DATE t \ +26.e7 1 - --- a \ - \now o McCall, LLG 1 300 0 15 30 - 60 9O W�Ike _3 4 6 fl 13 b SG S 11 Scale: 1 - 50' JOB NO. 2014-0201 0 = MONUMENT 5ET ®= MONUMENT FOUND 0= STAKE 5ET ®= 5TAKE FOUND \ 2 1 DWG. 2014_0201_siteplon I OF 4 PG ( . lc� . c { � eCreeo Recreation,, i and Historic Preservation �. i I rr / I IIJ I J7 ANDREW M.CUOMO ROSE HARVEY Governor Commissioner �a Ilia r� "r ii n rrl �;:1irR March 07, 2016 Mr. Brian Cummings Planner Town of Southold 54375 NYS Rt. 25 PO Box 1179 Southold, NY 11971 Re: SEQRA McCall Wine Production Facility 23600 Main Road, Cutchogue, NY 11935 16PRO1230 SCTM#109.-1-38 Dear Mr. Cummings: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP) as part of your SEQRA process. These comments are those of OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). 1 have no concerns regarding the potential of the proposed project to impact the Fort Corchaug archaeological site (OPRHP No. 10310.000028), because the project area is sufficiently distant from the site of the Fort. However, the project area is close to the headwaters of Downs Creek, along which the Fort is located, and there are several known pre-contact Native American archaeological sites in the area. Therefore, I recommend a Phase I archaeological survey (see attached guidance). If further correspondence is required regarding this project, please refer to the OPRHP Project Review(PR) number noted above. If you have any questions, I can be reached at 518-268- 2186. Sincerely, Tim Lloyd, Ph.D., RPA Scientist-Archaeology timothy.Iloyd@parks.ny.gov via e-mail only _.. .._ ..._ _____________ --- - ._...._._.-..__._._................._-...... Division -.. ....... for Historic Preservation P O,Box 189,Waterford,New York 12188-0189•(518)237-8643•www,nysparks.com ARCHAEOLOGY COMMENTS Phase I Archaeological Survey Recommendation 16PR01230—McCall Wine Production Facility Your project is located in an archaeologically sensitive area. Therefore, the Office of Parks, Recreation and Historic Preservation (OPRHP) recommends a Phase I archaeological survey for all portions of the project that will involve ground disturbance, unless substantial prior ground disturbance can be documented. If you consider the entire project area to be disturbed, documentation of the disturbance will need to be reviewed by OPRHP. Examples of disturbance include mining activities and multiple episodes of building construction and demolition. Documentation of ground disturbance should include a description of the disturbance with confirming evidence. Confirmation can include current photographs and/or older photographs of the project area which illustrate the disturbance (approximately keyed to a project area map), past maps or site plans that accurately record previous disturbances, or current soil borings that verify past disruptions to the land. Agricultural activity is not considered to be substantial ground disturbance. Please note that in areas with alluvial soils or fill archaeological deposits may exist below the depth of superficial disturbances such as pavement or even deeper disturbances, depending on the thickness of the alluvium or fill. Evaluation of the possible impact of prior disturbance on archaeological sites must consider the depth of potentially culture-bearing deposits and the depth of planned disturbance by the proposed project. A Phase I survey is designed to determine the presence or absence of archaeological sites or other cultural resources in the project's area of potential effect. The OPRHP can provide standards for conducting cultural resource investigations upon request. Cultural resource surveys and survey reports that meet these standards will be accepted and approved by the OPRHP. Our office does not conduct archaeological surveys. A 36 CFR 61 qualified archaeologist should be retained to conduct the Phase I survey. Many archaeological consulting firms advertise their availability in the yellow pages. The services of qualified archaeologists can also be obtained by contacting local, regional, or statewide professional archaeological organizations. Phase I surveys can be expected to vary in cost per mile of right-of-way or by the number of acres impacted. We encourage you to contact a number of consulting firms and compare examples of each firm's work to obtain the best product. Please also be aware that a Section 233 permit from the New York State Education Department (SED) may be necessary before archaeological fieldwork is conducted on State- owned land. If any portion of the project includes the lands of New York State you should contact the SED before initiating survey activities. The SED contact is Christina B. Rieth and she can be reached at (518) 402-5975. Section 233 permits are not required for projects on private land. If you have any questions concerning archaeology, please contact Tim Lloyd at 518-268-2186 or Timothy.Lloyd@parks.ny.gov .......... .ey..� _ ... .. .__. fDivisionuw ��listu��aro i� .......... D' .. — P 0 Boas 189,W atevf d, N'ew)(ork°1213&-1118"4 a(518)21.E"1-8643^ mw.uuyspairks.com Elizabeth Thompson,Chairperson „ Town Hall Annex Reynolds duPont,Jr. f0 ' 54375 Route 25 a PO Box 1179 Joseph Lee Ronald McGreevy Southold,NY 11971 ' Nicholas Planamento Mark Schwartz Telephone: (631)765- 1892 Stephen Geraci Fax(631)765-6641 James Grathwohl " southoldtown.northfork.net Patricia Butler ° Town of Southold Architectural Review Committee ,. Minutes 4:00p.m., February 18,2016 µ W. Town Hall Annex Executive Board Room �- �.41��4��Vi�19.•�li�oar���� Members Present: Mark Schwartz,Chairperson;Nicholas Planamento;Ron McGreevy;Joseph Lee;Stephen Geraci; Patricia Butler;Elizabeth Cantrell,Secretary The minutes for the December 17,2015 and January 21,2016 meetings were approved. Introduction• All applicants will give a presentation consisting of drawings,exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes,and be made part of the Planning file for that application. The Planning Board will consider these recommendations,together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. New Application: • McCALL WINE PRODUCTION FACILITY SCTM# 1000-109-1-38 Brewster McCall,Judi Monk of DFA,and Tom Wolpert of Young& Young Engineering presented this site plan for the proposed construction of a multi-level 17,100 sq.ft.wine production and storage facility,including agricultural equipment storage,on a 1.8 acre reserve area (SCTM# 1000-109-1-38),attached to±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. The Committee reviewed the application and is approving it as submitted today. Motion made and seconded. Amended Site Plan A lication: • BOYLE AGRICULTURAL BARN II SCTM#1000-118-2-34 Brian Cummings,Town Planner presented this amended site plan for a 60'x130' (7,800 sq.ft.) metal agricultural barn where there exists a 60'x120' (7,200 sq.ft.) metal barn and a 25'x95' (2,375 sq.ft.) metal barn on 22.3 acres in the R-80 Zoning District,Orient. - 1 ® The Committee reviewed the application and is approving it as submitted today. Motion made and seconded. �.......... Elizabeth Cantrell, A.R.C. Secretary - 2 - SCOTT A. RUSSELL � " � �,�,o " JAMES A. RICHTER, R.A. SUPERVISOR ,� � MICHAEL M. COLLINS, P.E. TOWN HALL — 53095 MAIN ROAD ��,,, '�ro TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631 765 1560 1�(u (� Fax. (631)—765—9015 VuNI�;;,011 ��"II d"�',ullVT11� ,'zpl'TI�0Ilwpnll1CI!S ���� �+i � . 1AP+�YI B"A"d6;.�"A ��`'y�'�„^�,p°uMrtf„'�tx4lVwCosY.tl.pN�' 9Y” C�l/1 l OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Pkninirig Bowd Donald J. Wilcenski March 2, 2016 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: McCall Wine Production Facility New York State Route 25, Cutchogue SCTM #: 1000— 109—01 —38 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan, prepared by the office of Young &Young, dated 12/18/15,for the construction of a Wine Production Facility. Please consider the following: 1. A State DOT Curb Cut Permit must be obtained. 2. The proposed cumulative disturbance resulting from proposed construction activities and grading of this site will be greater than one (1) acre in area. Therefore, this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must prepare a formal DEC Storm Water Pollution Prevention Plan(SWPPP)and submit a Notice of Intent (NOI) to the DEC. 3. The drainage calculations and subsequent drainage design meets the minimum requirements for Chapter 236, Stormwater Management. 4. The note shown on the site plan "Building Line Below Grade" appears to encroach on adjacent property lines. I understand that the encroachment shown is below grade but these setbacks should be reviewed by the Building Department for compliance with Zoning. 5. The side yard setback from the proposed stone blend driveway has not been dimensioned. This setback should be a minimum of four(4') feet. If you have any questions regarding this review, please contact my office, e ely, able A. xchter„ R.A. COUNTY OF SUFFOLK �Q. ^� ,v4L,AA I 9c- Steven Bellone SUFFOLK COUNTY EXECUTIVE i Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division i Planning and Environment February 17, 2016 Town of Southold 53095 Main Road P.O. BOX 1179 Southold,NY 11971 Attn: Brian Cummings Dear Mr. Cummings: Pursuant to Section 2391 &m of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is 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 Address File No. McCall Wine Production Facility SCTM# 1000-109-01-038.000 N/A Note: Does not constitute acceptance of any zoning action(s)associated therewith before any other local regulatory board. Very truly yours, Sarah Lansdale Director of Planning Andrew P 1'rcicjig APF/cd Chief Planner H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI 0 P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 0 (631)853-5191 X OFFICE LOCATION: ¢"" , MAILING ADDRESS: Town Hall Annex ", P.O. Box 1179 54375 State Route 25 P�, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ���� � " Telephone: 631765-1938 4 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Donald Wilcenski, Chairaa�gr:d:G Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: February 11, 2016 Re: LWRP Coastal Consistency Review for McCall Wine Production Facility SCTM# 1000-109-1-38 This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM1000-109-1-38) attached to ±35.8 acre of farmland (SCTM1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. The proposed action has been reviewed to Chapter 268, 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 and the records available to me, the proposed action is CONSISTENT with the LWRP provided the following is considered: The parcel is located within the Agriculture Conservation (AC) zone in Cutchogue. The proposed use does not conflict with the purpose of the zoning district or the character of the surrounding community. The parcel is included within the archeo-sensitive area mapped area (MAPINFO GIS-Archeo- sensitive layer) and due to the proximity to Fort Corchaug, a National Register of Historic Places (NRHP) property, a cultural resource survey is recommended for all areas proposed to be disturbed to further and or meet policy 2. The Town of Southold's Down Farm Preserve/Fort Corchaug property is located to the east of the subject parcel. r r r 1 �VP d � p r N to v n Figure 1. Subject property circle inset. The proposed New York State Route 25 (SR 25) is a New York State Scenic Byway. Although trees are show on the site plan, it is unclear if they would be protected. It is recommended that a vegetated buffer that includes the trees be established south of SR 25 to minimize impacts to scenic views. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner COUNTY OF SUFFOLK TM� Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment February 1, 2016 . I 1 t i Town of Southold -- 54375 State Route 25 P.O. Box 1179 Southold, NY 11971 r Attn: Brian Cummings RE: McCall Wine Production Facility SCTM No: 1000 10900 0100 038000 Local File No: SD-16-INC Dear Mr. Cummings: Please be advised that pursuant to NYS GML Section 239 and Sections A 14-14 to 26 of the Suffolk County Administrative Code,the above captioned application will not be reviewed until the following information is submitted through the offices of the municipal referring agency. Pursuant to NYS GML Section 239 and Article 14 of the Suffolk County Administrative Code please provide a"full statement" of facts with respect to the following: • SEQRA related documents including, EAF, DEIS, Findings etc. • Site Plan demonstrating location and details of the proposed wine production facility. Very truly yours, Sarah Lansdale Director of Planning o� Andrew P. Freleng APF/cd Chief Planner H.LEE DENNISON BLDG■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 '"" MAILING ADDRESS: OFFICE LOCATION: +;., Town Hall Annex "' P.O. Box 1179 54375 State Route 25 ,' " ' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov Oj PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 4, 2016 Mr. Andrew Freleng Suffolk County Planning Commission P.O. Box 6100, 100 Veterans Memorial Highway H. Lee Dennison Building —4th Floor Hauppauge, NY 11788-0099 Re: McCall Wine Production Facility SCTM #1000-109-1-38 Dear Mr. Freleng: Enclosed please find the Site Plan, Site Plan Application and Environmental Assessment Form as requested from your office, also enclosed is our original request for review. Should you have any further questions please feel free to contact this office at 631-765-1938. Thank you for your attention to this matter. Sincerely, f Brian Currimings Planner NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 ` SUNY cb Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.ciec.ny.gov � 3 RESPONSE TO REQUEST FOR COMMENTS ON SITE PLAN January 22, 2016 Brian Cummings, Planner Town of Southold P.O. Box 1179 Southold, NY 11971 Re: McCall Wine Production Facility 22600 NYS Rt. 25 Cutchogue, NY-11935 SCTM# 1000-109-01-38 Dear Mr. Cummings: Thank you for offering this Department the opportunity to review the referenced site plan. Please advise the applicant that if the proposed project is located within 300' of a NYSDEC regulated tidal wetland, it will require a permit from this office. Sinc el t *JN-A AJ . Sherri Aicher Environmental Analyst i of t w W Q RI( Department of "OH ti a....................... eov au. tu+er rr' Environmental e,d Conservation OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � 'Oe P.O. Box 1179 54375 State Route 25 � °�, Southold,NY 11971 (Cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY Nit t www.southoldtownny.gov r, r PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Plannecv�> Date: January 15, 2016 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 OFFICE LOCATION: �' .,� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 �G � ° ��m" 54375 State Route 25 "� ��, Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY f �1 Telephone: 631765-1938 a , ,q ww.southoldtownny.gov 5 w PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, PlanneEP Date: January 15, 2016 Re: Site Plan Application Review— McCall Wine Production Facility • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and The following contains information pertaining to the project under review. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109.-1-38 1. Go to the Town of Southold website www.southoldtownny.aov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM# "1000- 109.-1-38; McCall Wine Production Facility— Page Two—January 15, 2016 8. Click on Site Plan. Requested Action: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1- 3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � ���r � �, P.O. Box 1179 54375 State Route 25 m Southold, NY 11971 (con Main Rd. &Youngs Ave.) Telephone: 631 766-1938 Southold, NY if www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner Date: January 15, 2016 RE: Site Plan Application Review— Request for Comments pursuant to General Municipal Law§239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and The following contains information pertaining to the project under review. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109-1-38 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; McCall Wine Production Facility— Page 2 — January 15, 2016 7. Click on SCTM# "1000- 109.-1-38"; 8. Click on Site Plan. Requested Action: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form 2 OFFICE LOCATION: R ' MAILING ADDRESS: Town Hall Annex �}' n P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) f? Southold, NY 1 Telephone: 631 765-1938 www.southoldtownny.gov 0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planne� Date: January 15, 2016 RE: Amended Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. The following contains information pertaining to the project under review. For your convenience due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109.-1-38 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; McCall Wine Production Facility— Page Two—January 15, 2016 6. Click on Pending; 7. Click on SCTM# "1000- 109.-1-38; 8. Click on Site Plan. Requested Action: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000- 116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Environmental Assessment Form 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� � � ���� � , P.O. Box 1179 54375 State Route 25 w Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 1 �% „ www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 15, 2016 Mr. Mark Wolfgang NYS Department of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 Re: Comments on the Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 Dear Mr. Wolfgang: The following Site Plan is being referred to you for comments; please provide the following, as applicable: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to X35.8 acre of farmland (SCTM#1000- 116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109.-1-38 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; 7. Click on SCTM# "1000- 109.-1-38"; 8. Click on Site Plan. McCall Wine Production Facility— Page Two—January 15, 2016 If there are any questions, you can contact us at (631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Brian Cummings Planner Encl. Site Plan Application OFFICE LOCATION: ���'" �, MAILING ADDRESS: Town Hall Annex ��1� �� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY F; Telephone: 631 765-1938 �� www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: New York State Department of Environmental Conservation From: Brian Cummings, Planner Date: January 15, 2016 Re: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. The following contains information pertaining to the project under review. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109.-1-38 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; 7. Click on SCTM# "1000- 109.-1-38; 8. Click on Site Plan. McCall Wine Production Facility— Page Two—January 15,m 2016 Requested Action: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form 2 OFFICE LOCATION: ��;r , MAILING ADDRESS: Town Hall Annex ��,� �� P.O.Box 1179 ��' w r' 54375 State Route 25 C�� ���„� „� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY e 7 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planne� Date: January 15, 2016 p Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000- 115..1-3. ) with Development Rights held by Suffolk County in the AC Zoning District. This facility,will not be open to the public. Thank you for your cooperation. OFFICE LOCATION: �;d � MAILING ADDRESS: Town Hall Annex ° P.O. Box 1179 54375 State Route 25 � �., Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ��'' r Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov ro+ ��w mm i w�X66 SIJ,. PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner Date: January 15, 2016 Re: Proposed Site Plan for McCall Wine Production Facility Application Name: McCall Wine Production Facility Tax Map Number: 1000- 109.-1-38 Location: ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue Type of Application: Sketch Subdivision Map Dated:. Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: Revised Site Plan Dated: Grading and Drainage Plans Dated: 6/11/15: revised 11/18/15 Other (AS BUILT) Dated: Pro"ect Descri tion: This application is for the proposed construction sof a multi-level 17,100 sq, ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (S TM 1 0 -109-1- ) attached to b.8 acre of farmland, (S TM 1 000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Thank you for your cooperation. OFFICE LOCATION: ''' MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �r� e Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 r www.southoldtownny.gov 11,10W, 'if PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: January 15, 2016 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000- 116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 r lr 2� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �wr � � ' P.O. Box 1179 ,r w° � e, " ,. 54375 State Route 25Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY wwwsoutholdtovvimy.gov ��� `uoo010 IVV wwwM� f� s u SII a PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: January 15, 2016 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' siwio Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This, application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-100-1-38) attached to ±35.8 acre of farmland (SCTM#1000- 118-1-3,4) with Development Rights field by Suffolk County in the AC Zoning District. This facility will not be open to the public. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 OFFICE LOCATION: a' T MAILING ADDRESS: Town Hall Annex �� P.O. Box 1179 54375 State Route 25Southold, NY 11971 l (cor. Main Rd. &Youngs Ave.) Al l Telephone: 631 765-1938 Southold, NY www.southoldtow-xmy.gov w u"d� emu OV i rf PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 15, 2016 Mr. Matthew Martin, Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 Dear Mr. Martin: The Site Plan Application described below is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. 1. Go to the Town of Southold website www.southoldtownny.aov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; 7. Click on SCTM# "1000- 109.-1-38; 8. Click on Site Plan. Please contact me at (631)765-1938 if you have any questions. Sincerely,,", m 7 he✓ ..,.. �w .,,,,a r, � Brian Cummings, OInner OFFICE LOCATION: �Ar' �, � �� MAILING ADDRESS: Town Hall Annex r" �yib' � P.O. Box 1179 54375 State Route 25 �F ��iBU Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) (� Southold, NY 11 , Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planne� Date: January 15, 2016 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Thank you for your cooperation. Encls: Site Plan Application Site Plan F � OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex fid'�� ;mw� lb /6' P.O. Box 1179 54375 State Route 25 ,� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY P k www.southoldtownny.gov i PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson, Architectural Review Committee From.. Brian Cummings, Planner Date: January 15, 2016 Re: Request for Review: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this Site Plan Application to your committee for your review and comments. This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 Thank you. Ends: Site Plan Application Building Elevations OFFICE LOCATION: axa,rxx ,,, MAILING ADDRESS: Town Hall Annex ° riF P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631765-1938 www.southoldtownny.gov COUNTY z, 0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 8, 2015 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Close Hearing - Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 Zoning District: AC Dear Ms. Wickham: A Public Hearing was held by the Southold Town Planning Board on Monday, December 7, 2015 regarding the above-referenced Site Plan. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, j.. Donald J. Wilcenski Chairman A1 DFro/;/ .5, Mf, Of I .v C IAVIA w McCall Wines Planning Submission November 23,2015 Drawing Lists by Set _ i �.....aww...................... � ��� ..w.............. p _ ........._.and Name �aaa ...... Preparer Drawing Number . Date Architect of Record: A005 AREA PLAN 9 copies enclosed Baldassano Architecture A006 SITE DEVELOPMENT PLAN 9 copies enclosed 31 West Main Street Suite 205 Exterior lighting specification sheets 3 copies enclosed Patchogue,NY 11772 Signage renderings and elevation 3 copies enclosed In collaboration with Design Architect: DFormA 866 Avenue of the Americas,11th FI New York,NY 10001 MAILING ADDRESS: PLANNING BOARD MEMBERS 1 Za, P.O.Box 1179 DONALD J.WILCENSKI � : Southold, NY 11971 Chair p;'' OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTYk, `n' 54375 State Route 25 JAMES H.RICH III Y (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 20, 2015 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952w, Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800's/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109.4-38 Dear Ms. Wickham: I am writing as a follow-up to the Work Session held on October 19, 2015, where the Planning Board accepted the above-referenced Site Plan for review. Before the Board can commence its full review, it is necessary to provide the following directly to this Department: 1. Provide rendering(s) /dimensions of all proposed exterior signage; 2. Provide cut sheets and fixture specifications (including foot candle illuminance values) for the fifteen (15) proposed bollards pursuant to §172; Once the above information is received, the Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, Brian Cummings Planner LUMINAIRE SPECIFICATION Head Office; Tel:503-645-0500 7144 NW Progress Ct Fax:503-645-8100 F5 wwmmm Hillsboro,Oregon 97124 www.ligmanlightingusa.com LIGH77NG USA IP65:Suitable for Wet Locations ULH-10604 IK08:Impact Resistant(Vandal Resistant) Mini lightsoft square bollard LED A decorative range of cylindrical and Square shape bollards,with a Symmetrical light distribution avall,able in two standard heights.Developed to compliment the Lightsoft bollard and Mini Ughtscift wall fight,Designed for lighting of eritrmxes and residential areas by providing wide spread ground illumination on driveways,Pathways and, Squares.The innovative reflector technology of the Mini Ughtsoft bollard guarantees a high degree Of efficlency and optimal visual comfort while fulfiliing the dark sky criteria. Vandal resistant extrucled aluminuffl and low coppor content die cast twusing with high corrosion resistance.Stainless steep Screws.Durable silicone rubber gasket and clear impact resistant UV Stabilized polycarbonate diffuser.Ballast is enclosed in an internal waterproof capsule.Housing is treated with a cherrilcal chromatized protec- tion before powder coating,ensuring high corrosion resistance.integral control gear. Anodized high purity aluminum reflector. Physical Data E'n Length:4.02" Height:39.37" Weight:10.1 lbs j Lamp 0 13w-1351m-White-LED 8 LED Color (Please Specify) [3 W27-2700K []W30-3000K 0 W40-4000K Voltage (Please Specify) 4.02" El 120V 0 277V 410 1 0 Other Options (Please Specify) 4.72' a Color(Please Specify) 2.28" 1 0 01-Black-RAL 9011 0 02- Dark Grey-RAL 7043 0 03-White-RAL 9003 EJ 04-Metallic Silver-RAL 9006 39.37" 01.57" 0 05-Matt Silver-RAL 9006 1107- Custom-RAL 4.02" ❑0 06-Bronze-RAL 6014 -M11111111111 W""Im 60' 0.39' IMF. Mounting detail 0 Specify Custom Height ft Mounting Accessories 0 Anchor Bolt Kit dli /4110 Ordering Example ULH-10604-Whke-13w-W30-120v PROJECT: DATE: 0. TYPE: QUANTITY: NOTE: Wte�Fek Rev:11113 Ligman Lighting USA reserves the right to change specifications without prior notice,please contact factory for latest information Due to the continual improvements in LED technology data and components may change without notice LIGHT STUDIO LA INC I phone: 310.837.0382 L-8 Compact floodlight Housing.Luminaire constructed of a one piece die-cast aluminum housing. Type: LED module paired with inner reverse-tapered casting to provide maximum BEGA Product: heat transfer to outer housing.Die castings are marine grade,copper free Project: (!5 0.3%copper content)A360.0 aluminum alloy. Voltage: Enclosure:optical system consists of a reflector of pure anodized aluminum.The lens and optical assembly are secured by a die cast Color: aluminum trim ring using(3)stainless steel captive fasteners. Options: Mounting:Provided with two piece die-cast aluminum canopy and die-cast Modified: aluminum swivel.Mounts directly to a custom BEGA 538 recessed wiring box.This box can be shipped ahead of the luminaire. Electrical:13W LED lurninaire,13 total system watts,-40°C start temperature.Remote 24V DC driver required,Standard LEE)color temperature is 4000K with an 80 CRI.Available in 3000K(80 CRI);add suffix K3 to order. Note:Due to the dynamic nature of LED technology,LED luminaire data in this catalog is subject to change at the discretion of BEGA-US.For the most current technical data,please refer to www.bega-us.com, Finish:All BEGA standard finishes are polyester powder coat with minimurn 3 mil thickness.These luminaires are available in four standard BEGA colors:Black(BILK);White(WHT);Bronze(BRZ);Silver(SLY),To specify, add appropriate suffix to catalog number.Custom colors supplied on special order. CSA certified to U.S.and Canadian standards for wet locations. Protection class IP65. Weight:2.0 lbs. Remote 24V driver Options: 580 Remote 25 W LED driver and box 591 Remote 50W dimming LED driver and box Luminaire Lumens:630 Tested in accordance with LM-79-08 ,� 111111 A Compact floodlight-wide boom Lamp A B C D 7607LED.538' 13V LED 48* 41A 51/a 43/a 31/2, 755 050 *Rmnote 24V DC driver mquirod 0-'m Baam angle I F.iO"glw.shield ono fiat bo am BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com @copyright BEGA-US 2014 Updated 05/14 LIGHT STUDIO LA INC 0% phone: 310.837.0382 1 U Drive-over in-grade luminaires to illuminate ground surfaces Outer housing:Constructed of high tensile strength,copper free die-cast aluminum Type: alloy.Die castings are marine grade,copper free(!5 0.3%copper content) A360.0 aluminum alloy. BEGA Product: Inner housing:Constructed of copper free die-cast aluminum alloy,with two piece Project: die cast aluminum clamping ring/cover/guard,removable for relamping,secured together Voltage: with four(4)heavy stainless steel bolts which provide a pressure seal to gasket and glass. Two(2)captive socket head stainless steel screws secure inner housing cover to outer Color: housing.Proper drainage must be provided. Options: Enclosure:'One piece heavy die-cast aluminum cover with clear borosilcate focusing lens. Modified: Molded,one piece,high temperature silicone rubber gasket. Electrical:3W LED luminaire,5 total system watts.Integral 120V-277V electronic LED driver,0-10V dimming,LED module(s)are available from factory for easy replacement. Standard LED color temperature is 3000K with a>80 CRI,Available in 4000K(>80 CRI);add suffix K4 to order.Inner housing pre-wired with nine(9)feet of 18/3 water stopper cable,cable clamp,and waterproof cable gland entry into housing.A separate weatherproof single gang Wring box for power supply must be proved(by contractor). Notw Due to the dynamic nature of LED technology,LED luminaire data in this catalog is subject to change at the discretion of BEGA-US.For the most current technical data,please refer to www.bega-u&corn. Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness.Standard finish is an eight step process consisting of two coats of graphite gray high solids,UV stabilized polyurethane,one with light texture over a phosphate base. Custom colors are not available. UIL listed for US and Canadian Standards,suitable for wet locations and vehicle drive over. Protection class:IP67. Note:A foundation must be supplied by the contractor designed to bear the pressure loads from vehicles with pneumatic tires.These luminaires are IN characterized by their capacity to withstand high pressure loads of up to 8,800 b& The luminaires must not be used for traffic lanes where they are subject to horizontal 'W pressure from vehicles braking,accelerating,and changing direction.Proper drainage must be provided. Z Temperature cautions The column'T'in the chart below indicates the temperature in degrees Celsius which is reached on the top of the luminaire housing during operation.Surface temperatures are for exterior applications.For interior "'N applications add 10°C to the temperature shown. Weight:13.2 lbs. . ......... M Lurninalre Lurnanx 10 Tested in accordance with LM-79-08 T" Single 60'port Larnp. 'A B C D T "q 8800LED 3W LED 8 1/4 10 6'/s 21/s 45" BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Ccopyright BEGA-US 2014 Updated 09/14 Cube WallI ...TM amm . ... . : :w:::::: PURE SCD PURE LED Pure Performance Cat. No. CWL 81 60mm 2%° The Cube Lite is designed to be mounted for multiple lighting 45mm functions. It can be used as a spot light to provide directional light ,�% for landscape features and/or structural elements of a building. This luminaire has a fully adjustable head allowing 360 degree rotation and 0 - 180 degree elevation. The head also can be locked into place transforming it into a wall uplight or down lite. 40mm \1 9„6" The Cube Lite is constructed from solid Aluminium finished with a polyester UV stable powder coat, or from solid 316 Stainless Steel with an electropolished finish. The Hunza PURE LED system uses Cree XTE chips for maximum performance and long life. Power supply is a remote driver (series connection). The PURE LED system incorporates HUNZA's Plug-and-Play system for easy replacement of the LED light engine. Four beam angles and a choice of 2700K, 3000K 4000K 5000K and Blue colour temperatures are available. 91111111111��i'� I I 'ii��, , ,,,u�� pliu IIS Ordering Information Luminaire Driver mA ! Beam Angle Colour Temp Accessories Material/Finish CL S - Series 15- 15° TIR Lens 2 -2700K WB-Wall Box Adaptor BK- Black 25-25° TIR Lens DM - Dual Mount BZ- Bronze 45-45° TIR Lens 3 -3000K Fixed Plate WH -White 60-60° TIR Lens 4 -4000K Blue DMA- Dual Mount STAR-Silver Star 5 - Adj. Plate SS -316 Stainless 3 9-3000K- Blue CJK-Cable Joint Kit 3 (90+ CRI) Ordering Example: CWL S 15 3 WB BK t Luminaire Construction Luminaire Features Technical Information CNC machined from one of the Lens Standards following metals: Acrylic TIR lens. AS/NZS 61046 Aluminium Gasket IP66 Body: 40mm (1 9/16") x 40mm Silicone, iron impregnated 2200c UL Pending (1 9/16") solid aluminium (428°f) LED Head: 40mm solid (1 9/16") x Cree XTE Plug-and-Play, field 40mm 1 9/16" solid aluminium. Accessories ( ) Cable Joint Kit(Cat. CJK150) replaceable LED board. High corrosion resistant with Lumen Output: 180 @ 1050mA chromate substrate and high UV Wall Box Adaptor(Cat. WB) Lumens Per watt: 60 @ 3 watts resistant polyester powder coat. Dual Mount Fixed Plate (Cat. DM) CRI Warm White(3000k): 85+ Colours: Black, Bronze, White, Dual Mount Adjustable Plate (Cat. DMA) Colour Temp: 2700K, 3000K, Silver Star. 4000K, 5000K or Blue Stainless Mounting High CRI Option (3000K): 90+ Body: 40mm (1 9/16") x 40mm The luminaire is mounted to the (lumen output decreases by 15%) (1 9/16") solid 316 stainless steel wall using two 5 gauge screws Head: 40mm solid (1 9/16") x through a mounting disk Power Supply 40mm (1 9/16") solid 316 External (Series) Driver stainless steel. Constant current driver Output: 3vdc at 1050mA maximum Reflector Beam Angles r. L 15°TIR Lens 25°TIR Lens 450 TIR Lens 600 TIR Lens DF#iol \ \\ . . t2»e«« r � « � �\ u D F4/ � ■ Complete Items 1,2,and 3. A tN, tN �� C3 Agent ■ Print your name and address on the reverse Adrlmrao so that we can return the card to you. - _aC. Date of Delivery _._ p B `" b rtleN�l Narrra�) A ach this card tothe peirrtVis _ . ,. wW __ w the back of the mall iece, D. Is delivery ace ■ A r on the front if s 1. Aimtl to Addressed to: a0d �l 4 from Item 1? 3 Yes Ifa�tbelow: ❑No Charles J. Janof f Kathleen Shaw Janoff 655 6th Place Garden Cit South, NY 11530 m �°� Y � / / II�■I�I�I I■111■11111111■��I NII 11 In N mill 1111 all --�- a A. Signature fgr�Nli ■ Complete items 1,2,and 3. ■ Print your name and address on the reverse _drlrrrsa;,_. so that We can return the card to you. -~ �jjWt;dNaiQ) CD to DeibvM I k of the mailpiece, 6 Received by T ! ■ Attach o on fhdlliontdifto the s ob orr'11 .� .. �,. _ p ..� e Yes j.Article AdR�i�e ssd to: D. Is delivery address different from Item 1? If YES,enter delivery address below: o Peconic Land Trust, Inc. P.O. Box 1776 Southampton, New York 46 mill a . e ® . n Complete.Items 1,2,and 3. A. A Sign ° [3 Agent ■ Print your name and address on the revers so that we can return the card to you. Na dIY" p ce, ini,rr Name) C. e� 1? i or on the front d,ipa� 1mlts Roc Iwed by�"�.- �-.....��...item e o e v� ■ ,. �._ —�_.., .: mall le D. Is.... Attach this card to the back of the 1. Article Addressed to. _.,.� _._. delivery address different from If YES,enter delivery address below: [3No Russell C. McCall 275 Spring Street SW Atlanta, GA 30303 ■ Com late items 1,2,and 3. � 3lgn °"' - :. p f7 Agent ■ Print your name and address on the reverse „�„� �~� � so that we can return the card to you. _ _ D Addressee ■ Attach this card to the back of the litall ” V by ftx0. Date of Delivery .fit or on the front If space permits, 1 Article Addressed to: D. Is( Ni,,Ivdreas different from item 1? 13Yes If YES,enter elivory address below: ❑No Michael Feurstein Berna Feurstein 18 Oak Street Tenafly, New Jersey 07 '70 01o III 111111 IIII III I I I I I II I III III I I II I II II I fMta o Mall M s�gauPriority IIITNdl*SlqnNekuroRestricted Delivery 13 Registered Mall Restricted 9590 9403 0880 5163 6161 67 cialii%j Man Delivery Certified Mall Restricted Dellvery O Return Receipt for f.."i Collect on Delivery Merchandise Int Collect on Delivery Restricted Delivery O Signature Confirmation- 2. Article Ntprr1ber i7raarMsfrtRd from service ill ❑Insured Mall 11 Signature Confirmation '314 4 015 0 0001 2900 8624 (3 tlrvalm i� !Restricted Delivery Restricted Delivery F�litt..: .�. PS Form 3811,April 2015 PSN 7630-02-000-8063 Domestic Return Receipt #12510 STATE OF NEW YORK) ) SS. COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that 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 1 week(s), successfully commencing on the 26th day of November, 2015. Principal Clerk Sworn to before me this _ day of �_ 2015. LFGAL hall ullawpl l � u g NOITIR 'd IS l-ll 11l BY(if V ,P^»1�'dhai�, s :... . gaaarsuaua( to Article :w,°l"ad"(.4llao(',odea�fl isirIINA VOLANSM of(he'14 rp of Southold,a p"hfic hear NOTARY I ���.� ����� "I� � i � �'� �° YORK in# will Noce" held,by Nhc �wlaaallaold lowwal ldlraural v Boardl,.adl the �' lzplua� Y Oc l ✓061 y 060 Road, oulhdald,New (°la on ahy "1(h d �maaallflu r� Irl gdal�(aaflg l:Ta��aa�ara�l (14,'yof eeemhrauaa 2015 on the q#,esliou s"O the l"4twwlaagt, (Ov CcearcmaWWon ExPkes FaaW,xu airy 28, 20 6 *31 p rn,Orsopondl Agriculturol Site Pl o hear the Boyle Agricishaval,flarn 11 laaaaaarod or 2443 lRdalite 2:5,11,45, hvca"a !*!salt 0,dadad & N `S Route 25, ()rj aaal `llawwaa of,"Sou(hoki' Comity of gufft"l'p. Taal**or'Nowv'york,suffolk, county;!!* Malall��daalaaar'1t111;Ng 4.12 a.m.y"ropmd Agdcul(ural She plaaaa 10 dao M4"Wl wime Proditefioll la401i(ly'located at 21601 NYS 116ute 21,. .,1,,k(XV la/ww o Alvaahs Lane&,NYS l oadty 25, NOW109mag,"l laavda of goulladatdl,C(aaau-- ly u( a'lfoikp,talc adl Ne wYork.Suffolk (-*bvta(y.'lba Mite'Nuaaaher1060,409-1-38 Daatcd,1110 13YORDIAt OFUIV ov"'rfl .l,D`ro*N� lal„ANNING BOA110 Donald!J.Wilch:naki'; hainno Submission Without a Covey Letter E E V . per,p., '�„�oftliiuYrr �r�r, Sender: �o � l ct ,a� �waV���pu�u�uuu Il�ar�u� �a Subject: k ( VV YD L4 q- SCTM#: 1000 - 1 o q — 3 Date: )Z I q Comments: A4-- . � l ' . 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VSV�J.L�NVf ` '. EM-86Z-10 WVH}IOIM 'V'IIVJIHV (ZO-90)WVHN31WI*M Z9611 X'dOA MTI 2Ig'ISSaug'f DINH QNV'ISI JNO'I`NDfI.LI. jvw nti xOfl'O'd `avod Niivw Si0£i 'Yd `VVS'VrJ9 V 2I:I'ISSHHtt `WVHX3IM SaDI AO MV'I AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Walker/McCall, LLC Address: 275 Spring Street SW, Atlanta, GA 30303 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Property Location (road and tax map ft 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue; SCTM#1000-109-1-38 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-109-1-8.7 - Pellegrini Holdings, LLC, 23005 NYS Route 25, Cutchogue, NY 11935 SCTM#1000-109-1-10.1 - Carnation Properties, Inc., P.O. Box 419, Garden City, NY 11530 SCTM#1000-109-1-11 -WW Farms, LLC, P.O. Box 1424, 13015 Main Road, Mattituck, NY 11952 (SCTM#1000-116-1-3.5 - Walker/McCall, LLC, 275 Spring Street SW, Atlanta, GA 30303) Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. C 69 plicant/Agent Signature" l ante AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as NYS Route 25, 22600/Main Roadj Cutchogue, NY 11935 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 11/24/15 receipt cards of which are attac tl� nTr—ecodof. every property whI,rA«i-a, e1"Vb- i hJGhw -as&.0 (see separate Affidavit of Mailing) Abigail A. Wickham Your Name (print) Sign ure P.O. Box 1424, Mattituck, NY 11952 Address Decembe,X�3, 2015 Date � W 44" gym Notary P " ublic DONNA McCAHAN Notary Public, Mate of New York No. 01 MC4851459 Qualified In Suffolk County Commission Expires Aug. 18, 20( PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 12/4/15 Re: Proposed Site Plan for the McCall Wine Production Facility SCTM#s: 1000-109-1-38 Date of Public Hearing: Mon Jay, December 7 2015 4:32 p.m. AFFIDAVIT OF ROMMMAILING This is to serve notice that I personally posted the property known as 22600 NYS Route 25, (Main Road) , Cutchogue, NY 11935 b � � ngmtlwe�Tw � ieMi . �,, � "t � -✓0, .,ef�.. ..f � � �y line facing the street(s) where it can be easil ave checked to be sure the poster h amed " or seven days prior to the date of the '. o� ri111 j (see separate Affidavit of Posting) 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 November 24, 2015 Christine S. Viola Your (print) Signature P.O. Box 1424, Mattituck, NY 11952 Address December 3, 2015 Date Notary Public DONNA McGAHAN Notary Public, State of New York No. 01 MC4851459 Qualified In Suffolk County Commission Expires Aug. 18, 20Z$ PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 12/4/15 Re: Proposed Site Plan for the McCall Wine Production Facility SCTM#s: 1000_-109-1-38 Date of Public Hearing: Monday, December 7, 2015, 4:32 p.m. Notice to Adjacent Property Owners McCall Wine Production Facility 22600 Main Road Cutchogue, NY SCTM#1000-109.-1-38 log.-1-11 2. 109.4-10.1 P040,k 3. 109.-1-8.7 pe_l�tqr\r\I Z30(�,s JL.A--2-6 CUAChDC30C k 4. 109.-1-40 -7 S- SPYI 5. 109.-1-39 P T PC) 1-1-10 L 6. 109.-1-3 Pb \ azrz Cu-A-ho(a( 197315 OA- 7. 116.-1-1.1 -Q SS--Iq fIJCAIJSLL�--�A-v-e-- CUAChDqUe 11935 �>C>E� 1 8. 116.-1-1.2 (;b-Y-USk-) tlt�> I f\JeWQ'SJ L)f- 9. 116.-1-1.3 P-),) L_0 -v - e 10. 116.-1-1.4 L3 c) sis� -h e 11. 116.-1-3.1 KAc-CAU-TW4 R75 Spyin 5t. 10.1'\+O-GrA 3030� 12. 116.-1-3.3 ICx-jy e-> S06-- 'rb Pb hold "q 13. 116.-1-10 ��Ck -6 D C).L+. tqeW.(S. PD '31 [ Cu+(-hCq0e- 19 -14. 116.-4-1 iz: \--15. 116.-4-3.1 I DD OA-n Cc-u-[C-n DI Lie 16. 116.-5-1.3 V0J-) (D C) oZ 3C) CLL�+(-h 0 (�U-e- 17. 116.-5-2 SV)awJar)()4 b1h P1. &aMerICLA J&L)ff I 30 18. 116.-5-3 n PO �S 3 CLt- -hDq L)e- CZ_y_CZ_,(_0 g--\ k J 19. 116.-5-4 20. 116.-6-1.2 �CL90_6-Z-� ZZO Se!3yes+ C,,Y-. AAV\en� (25A 30 U05 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Walker/McCall, LLC Address: 275 Spring Street SW, Atlanta, GA 30303 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Property Location (road and tax map ft 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue; SCTM#1000-109-1-38 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-109-1-8.7 - Pellegrini Holdings, LLC, 23005 NYS Route 25, Cutchogue, NY 11935 SCTM#1000-109-1-10.1 - Carnation Properties, Inc., P.O. Box 419, Garden City, NY 11530 SCTM#1 000-109-1-11 - WW Farms, LLC, P.O. Box 1424, 13015 Main Road, Mattituck, NY 11952 (SCTM#1000-116-1-3.5 -Walker/McCall, LLC, 275 Spring Street SW, Atlanta, GA 30303) Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. -.. Applicant/Agent _ ...._.._... . ..... 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I r ■ Print your name and address on the reverse �.... „ Addressee so that we can return the card to you. ■ Attach this card to the back of the mailplece, lie vod by(Printed Name) Date of Delivery _�n t ..... . � mm I l ZS—ZCk�S 1. Article Addressed to: D. Is delivery address diffe If YES enter delivery addrte�ss below:om em l7 or on the front if space permits. —yes WW Farms, LLC &"t—, 13015 Main Road POBox 1424 Mattituck, New York 11952 ■ Complete items 1,2,and 3. sent at ■ Print your name and address on the reverse k, I Acdler ear so that We can return the card to you. f1, fieceyved by nfed arrie) C. Date of Delivery ■ Attach this card to the back of the mailpiece, w mmmr o-� or on a front If spade permits -... - -- _ w ..�...._ . AltCcl�cIdressed to: mH On y p Ivery!address u"Il rradrtfrom Item 1? Yes YES,enter delivery address below: p No Fra° cs J. Bogut Johj;, F. Bogut 85746=New Suffolk Avenue Cutiogue, New York 11935 s e ■ Complete items 1,2,and 3. 9 ■ Print your name and address on the reverse Pr ry D Agent I so that we can return the card to you. W I; ddressee. 1 or ac thishe ro td so the eb mryi the mail lace, ^ f@l ad t% r tet e D l4ry if p �� �� r ■ Attach thisp D � ,�. 11Article Addressed to: D. Is delivery addrede dfcrcrrt furap r�rr t w* m es Eileen Breuer If YES,enter dellVdr cddree baiow: No Ronald Breuer �.. 100 Dean Drive Cutchogue, New York 11935 re a ® ® KU ® e ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse d—l `Agent I so that we can return the card to you. a_' Addressee 111111 Attach this card to the back of the mailpiece, E. Received by(PSI ed NamP) D Da o De leery or on the front If spare fdhmlfa r C �u Vt" � 1 A A'rtyNe Adtlressery tc, D. Is delivery address different from Item 1? Yes Stsft icy Henriksen If YES,enter delivery address below: L-1 No 9030"' ew Su101k Avenue 1'fi)Box 3.5 Cuutch"Ogue, New `fork 11.935 3. Service II I IIIIII IIII III I I I I I II I III III I I II III III I II III ❑AdultSign Signature Delivery E3Reogrity Mail ExpressO lstered Mail estricted 13 Adult Signature ❑Registered Mall fir 9590 9403 0380 5163 6159 62 st certified Mall® Delivery ❑Certified Mall Restricted Delivery ❑R earn Receipt for ❑Collect on Delivery ❑Signature ConflrmtlonT"� ndise 2. Article Number 1I�ansfar from service, fedi ❑ ❑Collect on Delivery Restricted Delivery g ❑Insured Mall Signature Confirmation 14 0150 0001 2900 8686 0 Insured Mall Restricted Delivery Restdcted Delivery ,.,..wm ... . �..�m.,, , .. OVW$500 PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt 0 ■ Complete Items 1,2,and 3. 7`E3 r■ Print your name and address on the reverse " ❑Agent so that we can return the card to you. Cl Addrossea e Per alts. lace, B ReceJed ri �1r�e� ) C D l t�a err ■ Attach this card to the back of the mailp ��.mmm. ._.. r�llvar adrJras or on the front if s � 1. Article Addressed to: _,., �°._�ww "'�° ...._ - D Is d y s different Imm Item 17 l as John Elak, Jr. If YES,enter delivery addli taalow: No 21380 Route 25 Cutchogue., New York 11935 1 s e . ■ Complete.items 1,2,and 3. ■ Print your name and address on the reverse A" Slgnature so that we can return the card to you. ❑Agent ■ Attach this card to the back of the mailpiece, y(P,jp_w _ "" rA Addressee r 5 i �rone tAhe front B Received b me d Name .mmr Anthony D of rid I to: dce permll�..�..�..�, _ D iiva D is rtr�livery address different in•tlta Italrp 17 lD Yes ny J. Lauro iiYES,enter delivery address balowC No }, Patricia Lauro 8579 New Suffolk Avenue Cutch ogUe j New York 11935 ■ Complete items 1,2,and 3. & i0tetttnt t i' ■ Print your name and address on the reverse i Agent so that we can return the card to you. dreg ■ Attach this card to the back of the mailplece, B.f Receld by rinteIT Nae C. oia art rriivrry or on the front if apace aerrr°lits. 1. Article Addressed to: D. Is delivery address different from item 17 l e Pellegrini Holdings, LLC If YES,enter delivery address below: ❑No 23005 Route 25 Cut cho ue New- Yorlc_Ll'9-U,-_r- MINIM III; ill lit ® . . ■ Complete Items 1,2,and 3. A "� Im ❑Agent ■ Print your name and address on the reverse 1�1-Addresser so that we can return the card to you. - ce�d hroy rfr7ted Nalotr� "°'w C m o ov ■ Attach this card to the back of the mailpiece, z ..._., or onthe front if space Petml rticle Addressed to: D. Is dei'Ivery address different from Its 17 i Yes District If YES,enter delivery address below: ❑No Cutchogue New Suffolk Park / P.O. Box 311 Cutchogue, NY 11935 3. Service Type El Adult Signature Restricted Delivery ❑ne,�g stoVrm Mail Reo#lcto�rt' Il I Illlll I'll III V I I I II I III II I l l II III I I I Il I III ❑Adult Slgnature Lf Retthotra�WPM, Certified Mall® Delllvi 9590 9403 0380 5163 6162 04 Q Certified Mall Restricted Delivery rj Rotr 1rn KOQMt.rr tt:r ❑Collect on Delivery MsaoiWrrcrrrti ❑Collect on Delivery Restricted Delivery ❑t6tpntglrerrro t'emulrrireratd"MtR"r"� a rein"ice nlrW�mber ffjWsfer f",r�srra service to 0 ❑Insured Mall Ct sigrlsturo Coflfl latlon L4 0150 0001 2900 8778 I i darn Mgti Restricted Delivery Roo lrts'd Datlt rco Domestic Return Receipt jS ayvar 'p .Form 3811,April 2015 PSN 7530-02-000-9053 ; 'r i 75 ■ Comp A. , rrskr00 lets items 1,2,and 3. 0 Agent ■ Print your name and address on the reverseI; tldretr so that We can return the card to you. el elvrtf! Ilvey ■ Attach this card to the back of the mallplece, t or n the front if space� In�lts. � I�from 1. Artloo D. Is deRvery a � e Arlclresserd to. ._..��_.__� ..,._._.� If YES,enter ��V r� 'alo I"�` [3 No C:: Jeffrey J. Sullivan Jill M. Sullivan 9870 New Suffolk Avenue " " ,•P-0. Box 230 _ Cutchogue, NY 11935 3. Service 1pe r-1 pfroaty Mail Lxpwo t+aatekat i DOW" a 112st ed MCG RaId bled j Curtltlod Melba D wary 9590 9403 0380 5163 6159 86 0 CodPPled Mail Fleateloted Dellywy t•w rwu rn flecOlpt for, Memhandiso ❑collect on Delivery t t Digrieture CAMImlatiOn�aa o Artlriw pJrrrrakararrarrsfer froIT " .... _ Collecton DelYery Restricted Delivery _,,�....�. P:,I 3ltprrgttero CeallrauatCrrpP 7 ❑Insured Mall rla59riote�N Dollvoiry 14 15 0 0 0 01 2 9 0 2 8 6 6 2 ❑Itrauurraui Mail Restricted Delivery rar Domestic Return Recel t PS Form+ 811April 2015 PSN 7530-02-000-9053 , A, S1 abarrr ❑Agent _ I ddr — ■ OogGlayl�Ilan 1 "C.Date of Delivery Iriltitaur Warne end address on fire reverse that We carve reltlrn I9e c;ru'd to yotr, �c vrrd I (PrtrwftvcN dUsr�re} t ■ Attach thPe car to°Chtrt b1 ck of fire I la{Ip'�ece, 'Ye _ �.� deliwel°y address d61Gepa�ll.fromtes�'r 1? or ort file frtaro t II e s t I arl it f'YES,enter delivery address below: ❑No _, f4rllr:le pt ddrta,:sed to: James F. Brush Nancy .i. Brush 8581 New SuNflY�k n11935 a Cutchogue, w t"�WaIePkRy PvCn11 raar�raurrwd 3, Service Type l y O lend Med""a t it i9rMa fugur 0 Adult SlyIaq 18%0ro69eataloGedDollvery P Ro°ikalor®dMa4ltlradrPatmd l t",„art1tPod Malde trwu�tudDePPvery C➢Rrutulnnr�eorrodg�t Por' 9590 9403 0380 5163 6161 74 t,d oar dltder fJlst tea Meretve'dlse k t Nd'reuYed Mlnlq d t d D 'very t"13Igratul' I n9Vsuck denos Gt c'li'WA on DOW009 rI sjgr El rA00totrDOMkvaaryt4eehp � r orrrlaa�rRltry ddort ,_. rrwf�rr from sr� 4tsrtdote�.t rrollvory 8 617 � 7 �Wk4ragt�t+Srrn��1" 0 0 01� 0 i �1 Ir�a4uread Muail Rastrsede Dellwwar`y 14 015 0 over bcl Domestic Return Receipt rvYr�n 2 9 0 ra a.. .............. ttMD2 d Cllr 9Db ' on PS Form 3811,April 2015 PSN 75 traxra, MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI � ��., Southold, NY 11971 Chaim OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ° 54375 State Route 25 JAMES H.RICH III 4 ,'^ (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ���i. ' Southold, NY Telephone: 631 765-1938 www.southoldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 4, 2015 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: SEAR Classification & Set Hearing - Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 Zoning District: AC Dear Ms. Wickham: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, November 2, 2015: WHEREAS, this application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acres of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II Action and not subject to review under SEQRA; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, December 7, 2015 at 4:32 p.m. for a Public Hearing regarding the Site Plan entitled "McCall Winery", prepared by Alexander Badalamenti, dated September 18, 2015. McCall Wine , ,oduction Facility - Page Two - Noy,-,nber 4, 2015 Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receil2ts AND the signed green return receipt cards before 12:00 noon oml Frida December 4th. The slicin and the post need to be returned to the Plannin Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Plannina Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an Agricultural 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#1000-109-1-38; 3. That the property which is the subject of this application is located in the AC Zoning District; 4. That the application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County. This facility will not be open to the public. The property is located at 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue; 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. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above).. Or by sending an e-mail message to: Carol.Kalin(&-town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, December 7, 2015 at 4:32 p.m. in the Meetinq 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 Name: Walker/McCall, LLC Date: 11/4/15 Notice to Adjacent Property Owners McCall Wine Production Facility 22600 Main Road Cutchogue, NY SCTM#1000-109.-1-38 1. 109.4-11 2. 109.4-10.1 3. 109.-1-8.7 4. 109.4-40 5. 109.-1-39 6. 109.-1-3 7. 116.-1-1.1 8. 116.4-1.2 9. 116.4-1.3 10. 116.4-1.4 11. 116.-1-3.1 12. 116.-1-3.3 13. 116.-1-10 14. 116.-4-1 15. 116.-4-3.1 16. 116.-5-1.3 17. 116.-5-2 18. 116.-5-3 19. 116.-5-4 20. 116.-6-1.2 ............ ....._.........._._ _ .._...... --- _.. _ , m., - ---- - ............... _. 05005 MATCH ____SEE SEC NO 109 su; a;y,y v t.p@,uk MPL'k k„11 04 1,0 LINE � ........ .. ....... ,.,.., - —. ' ...,� 0-98 w' u I \ w FOR PCL NO. FOR PCL NO. 11-23-96 kf SEE SEC NO SEE SEC..NO. cs>a - 05-12-99 I i 109-03-009 o 109-040D6.3 1T. ro 08-25-99 91-1311-00 I 10 12 OO I 3 3 1 5B.2A(c) 6k.9�Y91T- I 1^” 281A(c) '�' x 9 _.. n a w",„ ,.✓" 4 C '�m�" TOWN OF SOUTHOLD �. ,-I z {16 26 04 I A, '. N III��� 164-"� (� •. " � �� IIINOENWAIEAUNO) D s1 DA `, 03-06 TOWN OF SOUTHOLD a. 4 SA(c) a, /Gk\O w 06 1-06 ,- O ....� f S w 06 05 07 `y'•+ (CONSERVATION PECONIC LAND TRUST 5,` B 4a( - +� 03-2210 6# A I (CONSERVATION EASEMENT) 4 // [ (COUNTY OF SUFFOLK 4 3A(c) ^ DEVELOPMENT gIGNTS) I 4✓ Ym ¢. ��L � / IpI do V� � i' 4 gt TOWN OF1 amx _...w.,,.W,.,,.. 2,fiA(c) +. „ w°xr II SOUTHOLD �. 39A(c) r... W\ ..,,,.,,x `. "'k'""..Y %°x`a•`"0.k"1 A(c) 1, ))''u 1 I 65 NKoemtar-EK"Nol ( ,„ I ' (•• i.' 11�` „- I an If 2.3A(c) / ,:.. "S " ""'. (c 1.3 i Iw.-�w cp 1 M a°Fn ) 91 L 2@ 3 rw ^ 1 kz (COUNTY OF SUFFOLK PECONIC LAND TRUST �M.,.. .� w-- .-- .-". I /�J f 3,2A ra ) 15.4A " iw r., r "�� h .., DEVELOPMENTRIGHTS) CONSERVATION EASEMENT) � 6 J' ��„ pf ......... .......fIFOONIM',LAND TRUST . �'. � 25.1•...-rex ��52 Ir,.�,,: �i 1 'wr ,,... � _l-' t� �1 I` ( P •-.�„„," - ck a tit1 "'q( A(c �r r '°w'.AV II caNV L0tl4'AY10 AtAL:ex1SJd „.✓' 2,9A(c) d., t1 k O ) D 17 19 I�2Y"I:'�I f) 1.3A(c) 1,,.-.- „,d! c) ,✓ L. 13 __ a7 "yr rA RD�� (Asda '' t _. 16.1 22.3 32AIo( 'AM0 PA a .. m.,��__-� Y......—' ",,. fI- " \� +,r,�, 1 A N„ s r s1�c (I z6A c ..,. TOWN of .'IJTHO1-Q �. �, % O r as a 2 \ — aar r �)k � �I ,.1r xn �� k" 44ax �� a ... 1�...�..22.1 d?2 � �:.. \ ✓ c O 4 ex 4 aXd x.os ) 1.2A r I 1 F36 wr, 3 '" AVE 6.gA(.).�.a 3,t ( 1.3 F"o," w r ra A(c),',. T4 '.r5y i6.t s' ) 9aA wm 1 dkA T-2 Ir1. 1z.1 3 _..6A (3kY 9 _.. .C1qr `. ."" 1AA(c) 1.2A 1�A:c 141 NEWSUFFOLK : 2,3A(c) ,.. ,i s' 3.6A(cr, i.xA(cl (.) 2.1kA(cJi 17.11a PARK DISTRICT 5 HI rwre.,. ""„.. '1.3A(c) ''"Y -- 1Py 16 1.7A(c) '7, ,/ 15 A � r 01 mx I� n 1.2A(c) NF 4 xy 6 I ...,..„m. Pa..�.��..-. .«,'. ......—,.._ ..:,:,;' �a1 ✓ww+a 1.sno s Nom” / ". 1 `m „�� 7't�a cwle`(.1.1A c d uxn! .,...,. "x".,d 3 .., ,.»..,. ,..�...wAI ., N Q� FTt1L'71. to _ 6 1.1A s .... 7() � .." 011 TowNv � gwy ItsA(c) s(� PECONIC P w 41n(4y n: r K, F.D 29 1 J� 45 ... If r ,1 ,.yr A u 3 6.13 k„ a .M 1,i1�) ( ey roaaxrar ^t «. gid') „rPp SEE SEC.NO.134 k ,5 wa r Kra af9 R� eqy a 9A w. -d I ... . w.M" ,.. 0 °o ✓ r :gym w „Irk x, r ,I, .Lo�. m "01 IA e°»"rma—I.. i ,,,r,,✓/w",�.,,/r, . r x_, _y rsT Tz,,;,, i sIrmalEr r .,Yo1yOmlL..O_W 1'NOGS/1rY,,C1L. „ .M.'�.YN� r...s..r...., rwbl o.wv..ry rrwzA�PONu,, K .._„„........ ✓. {1T._D__..HOF......,._,.,__—._.._�_._ _— ......... ..... SECTION N O NOTICEOUN � E SOUT G ,......., MAINENANCE,ALTER(21) AEOReal Property Tax Service Agency v ^ L,,..._--------- 116 VILAGE OF OF TR HOTRI CountyCenler Riverhead,O n. 1111""19' =ALE IN reel.. M N a. —TN— ` AP PROPERTY MA P.. . � �. . . . 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I+p Vii.dw a ,• '` r^� 3 5 vrr n"MCNa aw srap k •M%µ ; s �w,::w„r � ws,, p;p _ ". 7:SA �'*' � ,,: a .* \ 12.,. �r'' „ 6A(c) a; M "�„m !, e "..-�"`w 1'64 0 �'tv6s'^'.:, ', r✓"* r°' "* r t» r a " �'b 2. .� » ^" r h. 1u k �, Cw�iC#P1S ,.,, v,1.:„, ;"'� 25: .� „'"' « r' ✓'� .�" \ -' , w.+ "''+,rc, ,�>we rI .,r n 104 w �. 10 09 01 ^''E'R fl R" •a" '.� 5+ p::J ,F k' I � "v Lrr ��ro 26 0�„ I °w:'1». `•y. � �� 1 2A c � '" ✓r'"� r'' �,r 4 \ 5..1 1 ur''• �` � �" �%t � 266-06 O wyy ., m 10 "+,: , rP,'",r r / "," \ * 'G.OFR ryw , *a. 14.3 "*"� m ,+m F,�rty,: Y „M''i" -. afD,3. I Z i2 1 "` ', "'•..1.2A(cj': "M� - a 1.3A(c) :y 4.36 ^Y o / m 92 dY&7k3, 13.2 �,,r'" ,,, "'^„ 4t r \ 110A(C)a, ,a+,s 15 :.' „i w rr",..�° h•:Y 0 0•C 42.1A .,"+,: ww"4� ,7warr" n .'°,3 •``�. i, v` 4.n7 ,,n r, 14..34 6.9A .� w d11 72 CCI r ,Yg w t I ✓ `v, 2 �I 1,k TOWN OF SOUTHOLD „"' 10.5 N PECONIC LAND TRUST,INC ,+ ,L *y, 1TT I *4 •"" m" �,/'`^ 7 " "tier,,,,,,,.. (CONSERVATION EASEMENT) M 012109 *,, & J ,7;. ,/ ht2,` ''� 1.7A(c) '*: 'a ?:f.& �P 0 .�N 5.2A V 061413 I 0'f„ ^^" .0 , " .).: %1 r�o 03-2210 I 'r, ((OWNOFSOUTNOLD ^+,M,, „dry qngym,, Gp y '`+e '((] tyygg999 I r DEVELOPMENT RIGHTS) '"•'� a x "^�*^ tlR 10 ...p.Po S P, 'YC FxC:::3.,,e,...: 1"` k 0622 13 lA `+,•,^ NO 23 45 5 ` � „ 5 " 271 hid 01 ' w::::.........- O Y In 11 h1n ' ' , ' " iai. 6Y ro: _,-..w. w I r,Y .,h'" ' ,. y 'N.R(lap IR '14-6 k 1.014(c) mom: r�ur➢ 1 G°,h-Dr,�« n ,: w 77.3A(c) m" eu )„ °' z.ao� :1' s9eA 4 Pntrar� as a,t � M\xr 1 2.41 2214 c n° x"r._,-, .,. �. 114.c fel n 7 C d. ,...., O () ) 4.30 O MA - 4 1.3A(c) ,rr"' ^;M•"^,neo ^".Re'n�^--"k rw m-� ,...-„ �� .��..., 3 1r1itlld1..1'b r s•�.. 2 , 5. tOA(c) t" � aCrµ 23 14.29 dSIlmLAREJMEWTI _mn 45 � %46 2.« in I .• t z.a °"" mn " w 1.1 25 A(c) arr.,m„� ;t1:3 14..2& P% w d �I r•, 133 tat Ted _ I 2,9 a Im k " 2.ib 'C` *x 2.' m j"qq Irk 14.10 4.27 prl T. i1R�t£) �„ 44'" MA * •r do N .,„,m,....r .„ 229 1 U ddJ 'c $.., 4roM1 '\ 53.OA(c) tpl 1 J � � e11a WAY � 6�1vy 4 2.1A IN I,4:4 r r 1445 _ III .x-2 2 3Rd Pp 111'h 2 42 7. ""`„ u,q 14.:41 2 c,2 4401 9 ,�,.....�,.m�„� (c) v I z �•« W"... t 4. 11 E 1. r� oCr se aom Yra X44 2kr 1 7A 5 dtt .odd 10rhdC / � r✓ "," ":l w 2.25 2 datin 14,25 1fp 231, 7.2A(c) 114-21 IAA 412 14.43 zw L �- �:,��.„,,.,^,,„a.,,A.,�.em.,.,,µ,.„...•.:._::.. y.Ye:,rr o'"`"� Liz,ryd tis3-''l""r�"0. M w 1.�.,�-°'_'k,m,+r(:�' �X 38V.4A1(e�) -.-�,-.'-O•»^'"EC52/°rcv+"m5�.,21 � rob I,OA ap0(:. :,&) I: ::._.--MAO) W11 amc) aiOn 1 6h 224 wro 1474 k 2,12 LAND TRUST .�: 1 , pt" •�r'"'`-.. ". Dfe:aomelu,2+:7+YPn63nAT2N' +cr)redurN'tr tl)a .•. ,:-w� d 0^ � s--- .ar OdH.ra kw 14.11 t422 4 X"VDOMdhVFllePtiA x 2123 t.OA c 4.23 r 2.36Pel 2c) Q 1A cO 57A(e) 23 66 " Y 32 GddSkN W,-Y 14,14 72 A Ar LA 14R» 44 1493 14,19 14,15F 2.17 4" -AT12A a 5 40 ION 820 RECREAT Itfl46 AREA2.19 $AA fi I! 1437 2.18 12.0A(C) 3.3439 3.64 - r or LAND Wx I � M 23.3 , Z o ✓ ..-w n�¢, w r, 4 lr � 2944 a NO 20,fiA cO AN OVERLAP CONDITION EXISTS BETWEEN oZ -06-94&96AND15N PARCELS 109 N ZOA 2 1 FOR PCL.NO.. A .x rn -. a r«. FOR PCL.NO, SEE SEC..NO m 'i FOR PCL.No. F 37 1,1A '% :�^" h SEE SEC NO. m FOR PCL..NO. SEE SEC No _« m 1 1.1A(c) t 11601-003 5 116-01-003 3 T.1, a: ... =SEE SEC.NO. d ,t6-03.001 n< - v _ .,,:.,,„-... __ ..........-_.._.. ...__...._116 01-007----�_-------- a ra k ¢%„wS Jt'rGd m� -:..-..,.W=-:�"^"""' .. ...... 94AfC>6 .:. ,,,,, __._- ",�'', «;, SEE SEC.NO,116 LINE MAI C'�11 ,,,,,,,, ......__... ......-..- .- L.kCC1 „ ,. ,✓` ,- np aur9Yco _..- ... . _ .....___ .,.__.__..-.. mm,,,,,,,___._�..,...-- .......r =..:._,,...- ................ „....,,. ....,.:..�.. SEE SEC„NO 116 _ � ,� ...,.,.. ._A.�...._,._ .. __�,:.............._-. ...............____... .............. ,. .:....... _.........:......,.. -....... ,..: .,.,....._ .,.--..-... ° �.,,*� cmr ca;,. OF SUFFOLK _.K."aor 11 mz ,m TOWN OF SOUTHOLD ..,,,a..SECTION NO....._.___. L P„F„r,. ,....: ...„„,,,,,„„,,. .._. uawTwH rRE FOLLImOM aasTmcTs wRr,ro Y,dr:,4,y, COUNTY © E dwr wRWLlir •...-. 0wuM�wure::4,,w'nmx„ tarot 0nlra,Lx. ..__ry,. ..._....., sa,OaL R SEWER..::::.:,_ VM1",IM7;..�..._........:........ MAINTENANCE.ALTERATION,SALE ORS, I,r•. �- eu abn Btdu>llee� 21) BbrA LaM q: - ,,.p �. ^..m__ __ •, xra.",»0:•'P+xi'. .___. DISTRIBUTION OFTER ANY PORTION OF THE 1� ,,••^m-µ-J �.•�.. s,wlrwo„ oma.. .m..-...._.._., ena�w _.. �.,.t,.:.....: wm.o:u;e L.. ...., w � ex r,x.. ,win nRE,......_-. .......,.. ,,,, olsrRle NOTICE „v Y"d'.131 Real Property Tax Service Agency Y E (21 LONT--....,...:. _ wwr.'........:. .... ....-____..A.. 0 a"..CRS, VILLAGE OF �09 a G o..e o:..,.a toe uo E -.. .-. .. cw�4 L� ,°��r.V�" ..'" - County Center Riverhead, toe ........_ ,.,..,.., _ .. .,_,x -,,,, 4s. SUFFOLK COUNTY TAX MAP IS PROHIBITED M PA '- v�rsewm s.,.. -- LyNoale L 12 1A ... rE„ SCALE IN FEET y N Soae n,,.,mn .._ ..r":........,,. mx Ve.a'srawr el l�„x. .....'mvx NeOVLANCE )1�. ...,,. !fA'xiKIV .,,. ,,. LMTHOUT WRITTEN PERMISSION OF THE SCALE 0 ,,.� ...,.. P 115 y_ ,...110„ J,1T'.OISTRIGT NO 1009 _ D Fa,olRa 23 OwI A,w 121A(4)m21A( ....._.-.. ._.....art:... .........::..:.. 0.._...,..._.,.. W .. ,� ..:....:, ww.,,."-:..".,._._m___....-.., ..._.. .,.._.-... REAL PROPERTY TAJI SERVICEAGENCY ,,,,,f,,,. - .:...,�-.,.....,,,.:..�..,,,.... ..,-..w .... ..... ..ea .�-.e.®. .......: .. GATE Me 29.20,3 ......,.... .:..:... -"- PERTY MA- " r�L - P.n PRO P.- -,::::..m::::::. 12 1 A() CONVERSIONY AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Walker/McCall, LLC Address: 275 Spring Street SW, Atlanta, GA 30303 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acre of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. Property Location (road and tax map ft 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue; SCTM#1000-109-1-38 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-109-1-8.7 - Pellegrini Holdings, LLC, 23005 NYS Route 25, Cutchogue, NY 11935 SCTM#1000-109-1-10.1 - Carnation Properties, Inc., P.O. Box 419, Garden City, NY 11530 SCTM#1000-109-1-11 - WW Farms, LLC, P.O. Box 1424, 13015 Main Road, Mattituck, NY 11952 (SCTM#1000-116-1-3.5 - Walker/McCall, LLC, 275 Spring Street SW, Atlanta, GA 30303) Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date o z Lu o' r i-` OS BUS AN, v) H,.1VW °tVW ;"E�'9�ui'6rro"i p LLL O _....._,�...a. w.m"E y�l� o I � z 'Saw"."..,,.a. ^...� ���r �1"• 0 ' f Y w Y� e ,� i t 5 as � U 0 LL 2 PLL a✓ Z CL 0 U / mA , °w f 0!n "'" M w WW h`G IWC U LL tlLI. 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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. 12:00 noon Fri. 12/4/15 Re: Proposed Site Plan for the McCall Wine Production Facility SCTM#s: 1000-109-1-38 Date of Public Hearing: Monday, December 7 2015 4:32 ,m, Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-2003] Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail,return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date, time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 r- A- S. u Ep 2) 0O CD 31 N O O � _ r > U)°° m< O �D �' O Z o °, .° ° rn N --h . m Q ° 33 °2. 1 0 = 0 � � W C7 m o. --I (m < M C � - ^A O - 5j. p m s 0) O p �, , p O 52. j CD �o0, mn iw D_ � `. o � � �' 0 40 Cr =r (DID 0 r CL — r m 0 � O � O 00 3 CD CL acr � oN rn " yo ( r N I=Dr ( D � 3 o 0. 00 i••F Z Z PLANNING BOARD MEMBERS J , MAILING ADDRESS: �" Soo P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI x� Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR CDU , Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXIV 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 7th day of December, 2015 on the question of the following: 4:31 p.m. Proposed Agricultural Site Plan for the Boyle Agricultural Barn II located at 24435 Route 25, ±125' n/e/o Platt Road & NYS Route 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-18-2-34 4:32 p.m. Proposed Agricultural Site Plan for the McCall Wine Production Facility located at 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-109-1-38 Dated: 11/6/15 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON WEDNESDAY, NOVEMBER 25, 2015 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: Cerria Torres <ctorres@timesreview.com> Sent: Friday, November 06, 2015 1:36 PM To: Kalin, Carol Subject: Re: Legal Ad for November 25, 2015 Edition of Suffolk Times Importance: High This notice has been scheduled to publish in the Suffolk Times on 11/26/2015. Thankyou Revl MEDIA GROUP Cerria Orientale Torres Advertising Coordinator 631.354.8011 (D) ctorres timesreview.com legals ftimesreview.com www.timesreview.com From: <Kalin>, Carol <Carol.Kalin town.southold.ny.us> Date: Friday, November 6, 2015 1:12 PM To:Times Review<legals timesreview.com_> Subject: Legal Ad for November 25, 2015 Edition of Suffolk Times Please print the attached legal ad for the December 7, 2015 Planning Board Public Hearings regarding the Agricultural Site Plans for the Boyle Barn II and the McCall Wine Production Facility in the November 25, 2015 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks, Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax t MAILING ADDRESS: ol PLANNING E � � � �' � ' P.O. Box 1179 DONALD J.WILCENSKI °�y " Southold, NY 11971 Chair } OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III / y (cor. Main Rd. &Youngs Ave.) AA MARTIN H.SIDOR � ,� Southold, NY � " Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXIV 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 7th day of December, 2015 on the question of the following: 4:31 p.m. Proposed Agricultural Site Plan for the Boyle Agricultural Barn II located at 24435 Route 25, ±125' n/e/o Platt Road & NYS Route 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-18-2-34 4:32 p.m. Proposed Agricultural Site Plan for the McCall Wine Production Facility located at 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-109-1-38 Dated: 11/6/15 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 6th day of November, 2015 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 BoardSouthold Town Hall 53095 Main Road Southold. New York 12/7/15 Public Meeting: 4:31 p.m. Public Hearing for the proposed Agricultural Site Plan for the Boyle Agricultural Barn ll, SCTM#1000-18-2-34 4:32 p.m. Public Hearing for the proposed Agricultural Site Plan for the McCall Wine Production Facility, SCTM#1000-109-1-38 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this 67I day of NOVA , 2015. m ......_ _ UiRISTINE FOSnR Notary Public,State of Nm l* Notary Public No. iw In 77911 Quallified n Suffolk faour" commission Expires November 19,20 1 MAILING ADDRESS: PLANNING BOARD MEMBERS soilr P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI a Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY K. 54375 State Route 25 JAMES H.RICH III »> g (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 20, 2015 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109.-1-38 Dear Ms. Wickham: am writing as a follow-up to the Work Session held on October 19, 2015, where the Planning Board accepted the above-referenced Site Plan for review. Before the Board can commence its full review, it is necessary to provide the following directly to this Department: 1. Provide rendering(s) /dimensions of all proposed exterior signage; 2. Provide cut sheets and fixture specifications (including foot candle illuminance values) for the fifteen (15) proposed bollards pursuant to §172; Once the above information is received, the Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, (,L1,ALAAA Brian Cummings Planner Southold Tow,. Planning Board Work Session - OCI..Jer 19 2015 -wPa�e2 Project Name. McCall Wine Production Facility SCTM# 1000 109-1-38 .. I. Location: 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cu_ tchogue Description: This application is for the a proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acres of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. flit will not be open to the public. _ ,.... . This fac Status: New Application Action: Review for completeness, Attachments Staff Report ..: Project Name: Big Bing & Little Bing SCTM#: 00 1 10-95 1 7.2"11& 8.3 Location; 6795 Oregon Road, approximately 1,481 ft, west of Duck Pond Road, Cutchocgue Description: This 75/75 Conservation Subdivision proposal will subdivide two R-80 and AC split-zoned parcels, SCTM#1000-95-1-8.3 (54.24 acres) and SCTM#1000-95-1-7.2 (30.49 acres), totaling 84.7 acres inclusive of 3.05 acres of unbuildable lands into 7 lots. Lots 1-6 are clustered and range in size from 0.9 acres to 4.3 acres. Lot 7 equals 70.2 acres inclusive of 66.1 acres of open space where Development Rights are proposed to be sold. This parcel includes a proposed right-of-way which equals 1.9 acres. Status: New Application Action: Review for completeness. Attachments: Staff Re _ Port Project name: Robertson & Johnson SCTM#: 1000-67-3-10 & 74-1-2 .... :. t Location: Pe Dickerson Street on the corner of Dickinson Street and Third Avenue,f ii Description: This proposed Lot Line Change will transfer 0.46 acres from SCTM#1000-74-1-2 to SCTM#1000-67-3-10. SCTM#1000-67-3-10 will increase from 0.24 acres to 0.70 acres, and SCTM#1000-74-1-2 will decrease from 0.46 acres to 0 acres in the R-40 Zoning District. Status,. New Application Action:_ Review for completeness. � .. Attachments: Staff Report Discussion: ✓ ZBA Request for Comments re: SCTM#1000-70-2-15, 50300 NYS Rt. 25, Romanelli request to convert real estate office to contractor's business ✓ Revised Site Plan Proposal for Filipkowski Air, Inc., 41250 CR 48, Southold, SCTM#1000-59-10-5 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date October 19, 2015 Prepared By: Brian Cummings I. Application Information Project Title: McCall Vineyards Wine Production Facility Applicant: Walker/McCall, LLC Date of Submission: September 23, 2015 Tax Map Number: 109.-1-39 Project Location: 22600 Main Road Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±1.8 acres (adjacent to Building Size 17,100sf (including basement) III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis This application is for the proposed construction of a multi-level 17,100 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,428 sq. ft. timber barn for agricultural storage to be constructed above multi-level winery on a 1.8 acre reserve parcel (SCTM109.-1-38) adjacent to over 84 acres of land (SCTM116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. 1. Existing: vacant/undeveloped 2. Proposed: a. Construct a ±17,100sf* multi-level winery production and storage facility i. Basement level: 11,026sf* sheet A101 ii. Crawlspace: 1200sf* sheet A101 iii. Bridge level: 1437sf* sheet A102 iv. Barn level: 2778sf* A103 *Gross floor area 1 b. Storm water drainage: i. Three (3) 10' x 12' deep drywells ii. One (1) 10' x 8' deep drywell iii. Green roof system to be used for building run-off c. Sewage disposal plan: i. Sanitary system #1 (wine-making, storage, office @ 602gpd): 1. One (1) grease trap @ 8' x 5' deep 2. One (1) septic tank @ 8' x 5' deep 3. Two (2) leaching pools @ 8' x 9' deep ii. Sanitary system #2 (Wine processing) 1. One (1) septic tank @ 8' x 4' deep 2. Two (2) leaching pools @ 8' x 6' deep d. Parking: i. Wine making: 1 stall per employee 1. 5 employees = 5 stalls required ii. Wine Storage: (1 per 1000sf of gross floor area) 1. Basement level: 2,290sf 2. Upper level (barn): 2,428 3. Ware house/storage: 4,718sf 4. TOTAL = 4,718 T 1000 = 4.7 or 5 stalls required iii. Total required = 10 stalls iv. Total provided = 15 (8 stalls constructed in stone blend parking area including 1 ADA; 7 stalls to be land banked e. Landscaping: i. Numerous mature shade trees are proposed to remain as part of the site plan ii. A new hedge row is proposed to be planted and run along the front property line and a portion of the west property line 3. Bulk Schedule/Code Requirements (AC zone) 2 a. Lot Coverage i. Maximum: 20% ii. Existing: 0% iii. Proposed: 15% b. Setbacks for the propos building AC m..___n.........�...............__ . Required Provided _ ....... ... Front yard 60' 220.08' Side (E) 20' 61 77' Side(W) 20' (45 comb) 29.96' m1..�.._n.__�.y _d m.._____-_______ ' — - —. dj *.) Rear and 75 39 5 ad oms DRC*) *Parcel adjoins other land of applicant/owner containing 83+ acres of Suffolk County Development Rights land c. Exterior Lighting: Fifteen (15) Bollard fixtures at 30" tall used for lighting of parking stalls and walkway/access to building ("Atlantis" Cat. No. 15602-LED) V: Staff Recommendations 1. Due to this being an agricultural application and not open to the public, the following application items are recommended to be waived: i. Separate key map showing the locations, names and widths of all rights-of-way within 500' of the subject site; Staff: use aerials, GIS and site visit ii. A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet; Staff: use aerials, GIS and site visit iii. Separate key map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.). Staff: use aerials, GIS and site visit 2. It is recommended the application be found complete but in need of revision; in order to begin full review of this proposed site plan, require the following: 3 a. Renderings/ dimensions of all proposed exterior signage; b. Cut sheets and fixture specifications (including foot candle illuminance values) for the fifteen (15) proposed bollards; 3. Set the public hearing for December 7, 2015, at the public meeting scheduled for November 2, 2015; 4. Send referrals: Town Board, Town Engineer, Building Dept., LWRP, ARC, Cutchogue FD, Southold Fire Marshall, Code Enforcement, SCPC, NYSDOT, NYSDEC, SCWA; 4 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Walker/McCall Wine Production Facility Completed by: Brian Cummings Date: October 19, 2015 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B $2,676 below. Editor's Note: See now § 280-138, Fee schedule for submitted; site plan applications. (3) A completed environmental assessment form. Full (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. 4 (b) The name and address of the landowner on record; 4 [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the 4 applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X Waive: use feet of the subject property, indicate the distance to the aerials, GIS and nearest intersection with a public street. site visit (g) A separate key map showing location and owners of all Waive: use adjoining lands within 500 feet, as shown on the latest X aerials, GIS and tax records, at a scale of one inch equals 100 feet. site visit (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. f Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed �l restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. X Use GIS (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the �l subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. X (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, �l Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity �l and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. � � � �A-[ ` o-)G 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A.WICKHAM 631-298-8353 ry JANET GEASA TELEFAX NO.631-298-8565 awickham@wbglawyers.com � October 6, 2015 ° f 0 '1 %f f Attn: , . .r ., __ +7wtniP PhIM41il and Southold Town Planning Board P.O. Box 1179 Southold,New York 11971 Re: Walker/McCall, LLC Winery Site Plan Premises: 22600 Main Rd., Cutchogue, NY 11935, SCTM#: 100-109-1-38 Dear: Please include the following drawings and maps, which have been signed by Baldassano Architecture, with the site plan application in the above referenced matter submitted to the Board on September 21, 2015: Three copies of Baldassarro drawings of: a) area plan(whole farm) A005; b) site development plan (site plan) A006; c) basement level floor plan A101; d) bridge level floor plan A 102; e) barn level floor plan A103; f) exterior elevations A200 & A201; and g) building section A300; If anything further is required, please advise. Very oily yotal , AAW/dm Abigail A. Wickham .......�.�..""` end re/mc/nw/shdpbsi teplan2 LETTER OFT SITTAL A, f EC f (flF�H' TO: Abigail Wickham DATE: Friday,October 02,2015 13015 Main Road PROJ. No.: 14-1024-AO Matituck,NY 11952 PROD.NAME: 22600 Route 25 Cutchogue,NY 11935 ATTN: Abigail Wickham TEL: (631)298-8353 FAX: We are sending you, attached,via UPS, the following: F Shop drawings El Letter(s) E]Documents ❑ Samples ElSpecifications 0 Prints El Electronic riles ❑ Submitted for: NYour use El Your Approval ❑ Your Review&Comment ❑As requested COPIES DATEDESCRIPTION F- 3 9/18/15 A005,A006,A101,A 102,A103,A200,A201,A300 1-1-1-1------------- --------------------- ------- ................................. ................ .............. ................................................ .................. ........ ........................................................................................ .............................................................................. ......................................................................................................... ..........................................--............ ...................................... ........................................................................................----.................. ................................ ........ ........ ..........---- ......................... ... ............................. .............................................................................--...........--............----......................----.................. ---------- ................................................................................................................................................................................................... ...........1111-..... ....................................... ------................... .............. . .......... --------"I'll,................ .................................................................-1� REMARKS: ....................................... ----------- ----—- -11,111,11111,--------------------- .................................................................................................................................................... (with enclosures) CC: ❑ F] FROM: Michael J.Messina,RA El .. ...................................................................................................................... ��rAW-1024 rinwall J I M's I Ma I I I"Nroct Suil I" I 1,itdloq I jo N"' 1 I?/0 1'ho I p G9 I HQ;1100 I'x 63 1!A0 IVU) con'l wv',?/.I mld; ,raj oxc'rn DFA F11,3(")Vi DFoirirr)iA 866 btu ,,u Ave,, VI VV� F1 t,l e w 'it'o r k, 114)( "1000 1 pFiia 212-683489() I a BMdassain�,,u AirchMeA:Aure Septernibeir .10, 2(),15 31 VVeuz.'11, Vk,,flrii SL &urute 205 Pat60-us N',V( 11772 6W-8301-0282 Atm I-Vaoirriias IC11KaiiraautoPr,Ilri a r..1..o nii iriru,, Please add the appropriate sign and sea] to the attached drawings and transmit them to the McCall's lawyer Abigail Wickham at 13015 Main Rd, Mattituck, NY 11952. Her phone number is (631) 298-8353 should you need to reach her to coordinate the delivery. Gail will drop the drawings off with the Town of Southold in person. DF A DFA FROM: DFounA, 866 60 Aym, 1 IT Pi New YoNq NN 100011 Aha 212-68&4 8 1,,),0 null a,rl vv i t i"ll li-,34idassano ArchitecU,iire 31 %West Maki St, Alle 201,,,7 Pailc[,i()ja,pue, PJ Y' 11772 �ov 6315314282 "ra Saja,,rt.l�,t6id PIVanim��ing Board DATE: Septmnber 30, 2015 PO Box 1 17 9 SoWhoW, MY 11971 PIeoso acicciA ffie O"Wlmd dmwings (3 cuphs) signed and sedid by MH pndm amhHo^ Raldas.mm AmlAmove. lhe OwMng� w OeM&W lo Onso immd on oxcqpt tli,u flie sigri and sI" l Each copy comi�ii ns a isof dravJii ig^� 'Quinaii aclod S&CUON Sumh Jaunhin Fug ale senbr aRlAch DFounA DFA � r � McCall Wines Planning Submission September 30,2015 �k IVaiBoard � Drawing List by Set ............. ------------ ---------- Pre arer m Drawing ... . ... Architect of Record: A005 AREA PLAN Sept 18,2015 Baldassano Architecture A006 SITE DEVELOPMENT PLAN 31 West Main Street Suite 205 A101 BASEMENT LEVEL FLOOR PLAN Patchogue,NY 11772 A102 BRIDGE LEVEL FLOOR PLAN A103 BARN LEVEL FLOOR PLAN In collaboration with Design A200 EXTERIOR ELEVATIONS Architect: A201 EXTERIOR ELEVATIONS DFormA A300 BUILDING SECTION 866 Avenue of the Americas,11th FI (*three copies signed and sealed) New York,NY 10001 LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND 1 � m Ll V`T t 92C ERIC J.BRESSLER NEW YORK 11952 ABIGAIL A. WICKHAM 631-298-8353 JANET GEASA TELEFAX NO.631-298-8565 awickham@wbglawyers.com S P 23 2015 September 21, 2015 southold,rown Planning Bo ud Attn: Ms. Heather Lanza Southold Town Planning Board P.O. Box 1179 Southold,New York 11971 Re: Walker/McCall, LLC Winery Site Plan Premises: 22600 Main Rd., Cutchogue, NY 11935, SCTM#: 100-109-1-38 Dear Heather: The McCalls are completing the final steps in the preservation project which they were instrumental in funding in 1977 namely, the preservation of the Down's Farm and Ft. Corchaug. This application is for a winery building on the 2 acre reserved parcel at the northeast corner of the farm. It is to be used for wine production and storage, not as a public tasting room, with a small area for office and meetings for staff and wine professionals. Accordingly, we enclose: 1. Site Plan Application Form for Winery; 2. Application Fee in the amount of$2,676 payable to Town of Southold ; 3. Notice of Disapproval dated September 16, 2015; 4. Applicant's Affidavit; 5. Agent Authorization Letter; 6. Applicant's Transactional Disclosure Form; 7. LWRP Consistency Form; 8. Full Environmental Assessment Form; 9. Proof of Lot Recognition; Planning Board Resolution, dated June 10, 1997, for Subdivision, Down's Farm Preserve; 10. Three copies of Baldassarro drawings: a) site development plan (site plan) A006; b) area plan (whole farm) A005; c) basement floor plan A 101; d) bridge level floor plan A102; e) barn level floor plan A103; f) exterior elevations A200 & A201; g) building section A300; Attn: Ms. Heather Lanza -2- September 21, 2015 Southold Town Planning Board 11. Three prints of Young& Young plans for: a) Alignment& Lighting; b) Grading &Drainage; c) Water Supply& Sewage Disposal; d) Stormwater Management Control e) Existing Conditions (survey) 12. Three set of Site Photographs. Please advise if anything further is required for your staff review and Planning Board acceptance of the application. Very u•oly yours, AA Wlcsv Abigail A. Wickham encl.30/shdpbsi tepalanMcCall E C E.1�1 V E McCall Wines Planning Submission S P 2 3 0 September 18,2015 msµ. uthold"fo Fww Drawing List by Requirement pQau�B'pl IErd Requirement name(from ch ecklist) Drawing Number and Name Date Survey Prepared by Licensed Surveyor or Civil EXISTING CONDITIONS MAP(sheet 5 of 5) Sept 18,2015 Engineer Site Development Plan A005 AREA PLAN Sept 18,2015 A006 SITE DEVELOPMENT PLAN Grading and Drainage Plan GRADING AND DRAINAGE PLANsheet ( 2 of 5) Sept 18,201,5 Landscape Plan Included in A006 LightingPlanALIGNMENT AND LIGHTING PLAN(sheet 1 of 5) Sept 18 2015 Floor Plans A101 BASEMENT LEVEL FLOOR PLAN Sept 18,2015 A102 BRIDGE LEVEL FLOOR PLAN A103 BARN LEVEL FLOOR PLAN �.� ............... e_ a Building Elevations A200 EXTERIOR ELEVATIONS Sept 18,2015 A201 EXTERIOR ELEVATIONS Building Section ��_................... A30. .... ..--- ____ .... . 5 Site Photos m...�... 4 views ... Sept 18,201 g 0 BUILDING SECTION Se t 18,201 5 Drawing Lists by Set .. ........... ........— Preparer Drawi........ ...... .. Drawing Number and Name Date � n ALIGNMENT AND LIGHTING PLAN sheet 1 5) .. 5 g g - � ( of 5) � Sept 18,201 - Young and Young 400 Ostrander Ave. GRADING AND DRAINAGE PLAN(sheet 2 of 5) Riverhead,NY 11901 WATER SUPPLY AND SEWAGE DISPOSAL PLAN(sheet 3 of 5) STORMWATER MANAGEMENT CONTROL PLAN(sheet 4 of 5) EXISTING CONDITIONS MAP(sheet 5 of 5) 5UY DFormA A005 AREA PLAN _ Sept 18,2015 866 Avenue of the Americas,11th FI A006 SITE DEVELOPMENT PLAN New York,NY 10001 A101 BASEMENT LEVEL FLOOR PLAN A102 BRIDGE LEVEL FLOOR PLAN A103 BARN LEVEL FLOOR PLAN A200 EXTERIOR ELEVATIONS A201 EXTERIOR ELEVATIONS A300 BUILDING SECTION Site photos-4 views a t 3 2015 TO: Southold Planning Board DATE: September 22, 2015 PO Box 1179 Southold, NY 11971 Please accept attached drawings (3 copies)with a corrected date of submission for the McCall Winery project. These are the architectural drawings prepared by DFormA and shall replace the drawings recently submitted. Each copy contains a list of corrected drawings. Sincerely, Ryan Terrell DFA p�pp5 Yq fp 7 �rf(y �� 'i i' Town McCall Wines Planning Submission oard— September 22,2015 Corrected Drawing List by Set Pre arer Drawig n Number and Name Date p . ._._ DFormA A005 AREA PLAN Sept 18,2015 866 Avenue of the Americas,11th FI A006 SITE DEVELOPMENT PLAN New York,NY 10001 A101 BASEMENT LEVEL FLOOR PLAN A102 BRIDGE LEVEL FLOOR PLAN A103 BARN LEVEL FLOOR PLAN A200 EXTERIOR ELEVATIONS A201 EXTERIOR ELEVATIONS A300 BUILDING SECTION 7HM,——FCr( SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM � Site Plan Name and Location Nmms igBoard Site Plan Name: McCall Winery Application Date: 9 21 2015 Suffolk County Tax Map#1000--.- 109 - 1 -_38_Other SCTM #s 116-1-3.5 (Farm) 109-1-40 Street Address: 22600 Main Road Hamlet: Cutchogue Distance to nearest intersection: 1105' ± West of Moore's Lane (Linden Avenue) Type of Site Plan: g New.------ Amended Residential Zoning District ACI "1111-1-111,-------------------- ________...._.....__.. Owners/Agent Contact Information Please list rr , mailingrcltrc and te number � thliellebelow: Property Owner Walk e r/M,cCall, LLC StreetAtt: Sherry Henry, 275 Spring Street, SW (,"ityAtlanta ®State GA Zai-p 30303 Home Telephone Other Shen ryQgf'ifoods.com Applicant Owner Street City- I State Zip. Home Te,1q)hone- ---- Other.... Applicant's Agent �...__ ----- ---- -------------- ------- .... . ....... ., or Representative: Contact Person(s)* Abigail A. Wickham 1424 Street P.O. Box . ,.._. ........ city Mattituck _�—State mmNY ; ip 11952 Office Telephone 298-8353 Otherawickham@wbglawyers.com *Unless otherwise regUested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Site Data Proposed construction type: _ New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 8,0,Oµ0„0 Esq. ft. Site Plan build-out acreage or square footage: 12,008 ie./sq. ft. - ..................... , pnIs there an existingor proposed Sale of Development Rights on theproperty? Yes No X However, parcel adjoins other land of applicant contairlirg 83+ acres o If yes, explain: land �o w�1�h O ,, va . L I1 Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N .. If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) 5 Building Department Notice of DisapprovalDate16201: �..9..................,...„,„...... ...,.,,,..,.mw Is an application to the Southold Town Zoning Board of Appeals required? Yes No X 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: Vacant & cropland _ List all proposed property uses: Winery / Wine storage Other accessory uses:... Existing lot coverage: — % Proposed lot coverage: 15.0 % sq. ft. Gros floor area of proposed structure(s): 17,100sgft Gross floor area of existing structure(s): O,m,�mm.,.,,,�,r,_._�n�_. including basement Parl��r�g....Sl����.cD .#of existing spaces: ... ? . ---- age 28.1 % Proposed landscape coveagcLandscap'mg Details: 1xistrrrglands11 accoxr Down s Creek Wetlands: Is this ro pert _-- 450'+ �. p f within 500' of a wetland areas Yes No M�rybe_x Gutter mm I, the undersigned, certify al tp the °ly ver f*61 patron is In Signature of Preparer: Date: .....m „w 2 Site Plan Application Form 211812010 APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK �2ap--- ---------—---------------jicing duly sworn, deposes and says that he resides at -111-.......... ....... ................ - -------------------- ................. in the State of New York, and that he is the e-AARn-iffif ef-thei abo qi��, orthatheisthe of the dac ra (Title) (Specify whe bier Pirtnership or Corp) is hereby mak i 61'g application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights- of-way, has been clearly 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 filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed,",, Own�k C, tl/)Cv.("tto"'C', Signed ................. (Partner or Corporate Officer and Title) Sworn to me this d ay of ..........- ..................................................... .............. . C Notary Public DONNA McGAHAN Notary Public, State of New York No. 01 MC4851459 Qualified In Suffolk County Commission Expires Aug. 18, 20,1 CONSENT—AGENT AUTHORIZATION Re: Owner: Walker/McCall, LLC Premises: (no#) Route 25, Cutchogue,New York 11935 SCTM#: 1000-109-1-38 Russell C. McCall, as Manager of Walker/McCall, LLC, the owner of the above referenced property (the "Premises"), does hereby consent to its: Attorneys, Wickham, Bressler & Geasa, P.C. Surveyors, Young & Young Engineer, Thomas C. Wolpert, P.E. of Young & Young Design firm, AIA of DFA Environmental consultants Agent, John Brewster McCall, and any other engineers, agents, or other contractors retained by any of the above, and any of their representatives and/or agents, to make applications to any authorities or agencies having jurisdiction over said Premises for site plan approval of the winery storage building on the Premises and all related applications to any agencies or boards having jurisdiction, including without limitation Town of Southold Planning Board, Town of Southold Building Department, Suffolk County Department of Health Services, Suffolk County Water Authority, and NYS Department of Transportation, and for any other matters required to obtain such approvals. This authorization shall include all matters in connection with those applications. Dated: Septembera/, 2015 Walker/McCall, LLC By: a Sworrr to before me this l u .c.lI C Mc'Cal1„ Manager day of Selaturrrber, 2015 Ot"'"ry PUblrc DONNA McGAHAN Notary ftblw¢„ 81 ate rat New York �Noa t MC485 N 45 aHfled Nrr &Af dl� Coynty+ rnrk�iss" ori �: ,ares taw t , 1, 21/consent201 Sstteplanrmccall Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Russell C McCall ;_ttti� t �� Last,First,middle initial - unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No If you answered"Yes"complete the balance of this form and date and sign Where indicated. Name of the person employed by the Town of Southold Title or position of that person,__ Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: _ -. ......... Submitted this� t day of July,2015 Siginiturc,:. Q �r ^1 / i t Print NameRussell C. McCall Z,Z-4:1, Disclosure Form FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 16, 2015 TO: Walker/McCall PO Box 1424 Mattituck, NY 11952 Please take notice that your request dated August 14,_.2015 For permit for the construction of a winery/tasting room at Location of property: 22600 Main Road, Cutchogue, NY County Tax Map No. 1000—Section 109 Block 1 Lot 38 The 1"Cgp'a_c� 'atc g�laa.aa �ai_a:aal maI,tiropi the Soaathold`1 owq r'..a 411) 13o aar_l. --Aiathprized `gaMtc.:R: Cc: File, planning _. - rl�s PANNING BOARD MEMBERS w " Town Hall, 53097 Blain Road BENNETT ORLOWSKI,JR. o R.O. Sox 1179 • Chairman y Southold, New Mork 11971 WILLI ANI J. CREMERS �, Fax (55516) 765-31:36 KENNETH L.EDW D5 GEORGE RITCHIE LATHAM,JR. Telephone(716} 765 I93S RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 10, 1997 Timothy J. Caufield Peconic Land Trust 296 Hampton Road P.O. Box 2088 Southampton, NY 11969 RE: Proposed Minor Subdivision for William J. Baxter and the Peconic Land Trust, Inc. (a.k.a. t=ort Corchaug Property) SCTM# 1000-116-1-3 • Dear Mr. Caufield: The following took place at a meeting of the Southold Town Planning Board on Monday, June 9, 1997: The following resolution was adopted: WHEREAS, on June 2, 1997, the Planning Board received the application materials to subdivide the 104.0270 acre parcel owned by William J. Baxter Jr. and the estate of William J. Baxter into three (3) lots; and WHEREAS, the Peconic Land Trust has prepared a limited Development/Conservation Plan for the 104.0270 acre parcel using a variety of private and public conservation tools toward the protection of a significant archaeological site, active farmland, and pristine woodland with limited residential development; and WHEREAS, Lot 1 is proposed as a 15.3905 acre wooded parcel that the Peconic Land Trust is under contract to sell in January of 1998 subject to a reserved easement reducing the development potential of the property to one residential unit; and WHEREAS, Lot 2 is proposed as a 37.6366 acre parcel, a major portion of which the Peconic Land Trust is negotiating for the development rights to be purchased by either Suffolk County or the Town of Southold; and • Baxter/Peconic Land Trust, Inc. June 10, 1997 Page 2 WHEREAS, Lot 3 is proposed as a 51 acre parcel to be conveyed to the Town of Southold, and as set forth in the Town Board resolution dated May 27, 1997, the Supervisor has been authorized and directed to execute any and all required documents for the acquisition of said property; and WHEREAS, as detailed in a letter from his attorney, Charles R. Cuddy, dated May 29, 1997, William Baxter Jr., on behalf of himself and the estate of William J. Baxter, has agreed to withdraw the pending seventeen (17) lot proposed subdivision for the property; be it therefore RESOLVED that the Southold Town Planning Board grant sketch approval on the map dated May 27, 1997. Further, the following resolution was also adopted: WHEREAS, the Planning Board has determined that the proposed subdivision plat, which Billows for the preservation of the property through a joint acquisition effort of Town Purchase„ purchase of development rights and the use of conservation easements, is a pian which provides for the protection of the archeological resources which were of prime concern during the Planning Board's review of the original seventeen lot proposal; and WHEREAS, the Planning Board has determined that the proposed subdivision will not have a significant adverse impact on the environment; be it therefore RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, do an uncoordinated 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. Further, the following resolution was also adopted: BE IT RESOLVED to adopt the report dated June 4, 1997, from the Suffolk County Planning Commission with the following amendments: 1. Condition Number 3 is to be omitted. Any construction or activity which would adversely affect the archeological integrity of the site is addressed by the joint acquisition effort of Town Purchase, purchase of development rights and the use of conservation easements. 2. Condition Number 5 is to be omitted. Access to Lots 2 and 3 shall be subject to review and approval by the NYSDOT. • Baxter/Peconic Land Trust, Inc. June 10, 1997 Page 3 3. Condition Number 9 is to be omitted. Any construction or activity which would adversely affect the site is addressed by the joint acquisition effort of Town Purchase, purchase of development rights and the use of conservation easements. The final public hearing, which was held at 7:05 P.M. was closed. The following resolution was adopted: WHEREAS William J. Baxter Jr, and the estate of William J. Baxter are the owners of the property known and designated as SCTM# 1000-116-1-3, located on the south side of Main Road and the north side of New Suffolk Road in Cutchogue; and WHEREAS, this proposed minor subdivision, to be known as Minor Subdivision for Peconic Land Trust, is for 3 lots on 104.0270 acres as described in the Planning Board's resolution granting sketch plan approval; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8, Part 617) declared itself lead agency and issued a Negative Declaration on June 9, 1997; and WHEREAS, the final public hearing was closed on said subdivision application at the Town Hall, Southold, New York on June 9, 1997; 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, all the requirements of the Subdivision Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant conditional final approval on the surveys dates) May 27, 1997, and authorize the Chairman to endorse the final surveys subject to fulfillment of the following condition (s). All condition(s) rrlust be met within six (B) months of the date of this resolution: 1. Submission of five final maps, all containing a stamp of approval from the Suffolk County Department of Health. Please feel free to contact the office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. yes Chairman Walker/McCall—Winery Site Plan SCTM#1000-109-1-38 22600 Main Road, Cutchogue,NY 11935 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",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law.Thus,the action should be analyzed in more detail and,if necessary,modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions.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# 1000— 109-1-38 PROJECT NAME McCall Vineyards Winery The Application has been submitted to (check appropriate response): Town Board Planning Dept. X Building Dept. X Board of Trustees ZBA 1. 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) (c) Permit, approval, license, certification: X (Site Plan) Nature and extent of action: To construct winery building; Proposed building is a two story, 17,100 Sq. Ft. building including storage/basement. Location of action: 22600 Main Road, Cutchogue,NY 11935 Site acreage: 1.8365 acres (adjoining 85+ acres of farmland with 84+ acres of development rights sold to Suffolk County, Tax Map No. 116-1-3.5, 109-1-40 Present land use: A-C Vacant and ag production 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: Walker/McCall, LLC (b) Mailing address: Wickham, Bressler & Geasa, P.C., P.O. Box 1424, Mattituck,NY 11952 (c) Telephone number: Area Code (631) 298-8353 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? NO Ifyes, which state or federal agency? ,.....,...,..,..—m._..-------------- —___________________________ 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) YES. This property was part of the collaborative effort of Southold Town, Peconic Land Trust, Suffolk County, and Russell C. McCall to acquire the Ft. Corchaug/Downs Farm Preserve and farm property from Baxter, terminate the major subdivision application, and preserve the vast majority of the property for parkland and agricultural production. This project uses space in the Reserved Area for building area when Suffolk County acquired the development rights to the farmland and Southold Town acquired the Downs Farm Preserve/Ft. Conccaug property. This project fostered the pattern of preserving open space and using existing infrastructure and developed area to the extent possible. A winery was, from the inception of the project, contemplated to be constructed on this parcel. 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 . See answer to Policy 1. Ft. Corchaug was presumed, and Peconic Land Trust has a Stewardship Center and Interpretative Center as a result. 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) YES —This project uses the development area of the farmland preservation program, and the building will be set back from Main Road behind to minimize visual impact. It is set off on one side of the property, backed by the Woodland of the Downs Farm Preserve, so the adjoining views over the farmland and vineyard are not impacted. 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 Yes No (Not Applicable) NOT APPLICABLE 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 Yes No (Not Applicable) YES. All construction will be in conformance with Suffolk County Sanitary Code. 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 No (Not Applicable) NOT APPLICABLE Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. Yes No (Not Applicable) NOT APPLICABLE 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 (Not Applicable) 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. Yes No (Not Applicable) NOT APPLICABLE 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 ) NOT APPLICABLE 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 No (Not Applicable) NOT APPLICABLE Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes No (Not Applicable) YES. The economic benefit of this winery building improves the agricultural viability of farmland in the Town of Southold, specifically the acreage owned by the applicant. It completes the farmland preservation project described in Policy 1. 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— YES. Building will be partially underground for energy conservation; current technology and design will enhance energy. The farm contains a windmill which provides an alternate energy source to fossil fuel. Prepared by g°it A. Wickham, Aged"MrWalker/McCall, LLC. September 17, 2015 Full Environmental Assessment Form Part I -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to ftu-ther verification. Complete Part I based on inf6rination currently aivailable. Vadditional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based ori current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;an(],when possible, generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part I is accurate and complete. A.Project and Sponsor Information. Name of Action or Project: ine ......... .y___J ' mm Pi 1, 1 tion(describe, and attach a Beer i location map): NYS Rk .25) apprOX . .......... Brief Description of Proposed Action(include purpose or nceO a* OUA,-"Ue� 7-10 5-oo4holoO .j A1Y consfrWof cl We'neryj �Vye-Mer Wh�h WI-e OS-50cloAed 1t) ,Are,? 5-frcwc�Ure_. Ne-of X-p-p i i ca—n I/Sl')onsor Telephone: V e r vf c Ctt I I E-Mail- Address: State: Tip Code: G A A+I-ni-o --__............. . ..... Telephone: 6 31 -acte - 9 3 6,3� Project Contact—' i(if not same as sponsor;give name and title/role): 4bi I E-MaiL 5_0 i -A-d-& S's: P. 121_ 5-jeK_34 State: 11zip—Code:- N Y _Pro pe� wner (if not same as sponsor): Telephone: E-Mail: 501me ct,5 -APPYC Address: d C State: I ___ FL-0 Code_ . ............. .......... Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes rants,loans,tax relief,an������any other forms of financial PP � g� P P• (` g g d assistance.) Government Entity pYes: ldentifyAgency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes o or Village Board of Trustees b.City,Town or Village [ves❑No flo 5m4hold Plqn,61643 Planning Board or Commission — 16 >e 2®/ c. City Council,Town or ❑YesQNo Village Zoning Board of Appeals d. Other local agencies ❑Yes o 5.0 V df 5 VV n4er �u Y 5U Aliq/ CO Un Se M/a JD; ,P4 MW 1 e. County agencies [Wes❑No S cC • Ptonninq COMM • — Q 6 f.Regional agencies ❑Yes o g. State agencies es❑No Y 0T Curb Cuf 2®/ h.Federal agencies ❑Yes o i. Is the project site within a Coastal Area,or the area of a Designated Inland Waterwamm mITIT WWWWe __.... i. Coastal Resources. _...._ p j g y? ❑Ys o U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? es❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesMilo C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes o only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a Ido any niunicipall� adopted (city,down„willagc or coonly)comprehensive land lice plan(s)include the site es❑No 1 l l ' l #� ll Yes,ddoes the comprehensive p inc the proposed action would lin ch deespeciific recol men(at o r dl site where he proposed actio es�lNo oIsld b site located? "' r)i c L Tq .k. r* C hl O b f the proposed action within any local or regional special planning district(for example: Greenway ❑Yes o Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, es❑No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): _.._. ....... ................................ mmm Page 2 of 13 .......... C.3. Zoning ......... —--——- esNo a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance, If Yes,what is the zoning classification(s)inclocling any applicable overlay district? ............. ............... it? ............ No es❑ b. Is the use permitted or allowed by a special or conditional use perm ........ ........ ..... OYes[iKo c.Is a zoning change requested as part of the proposed action? If Yes, i. What is the proposed new zoning for the site? . ....... ......... CA.Existing community services. a. In what school district is the project site located? 9 9 ...... b.What police or other public pi-otectioi i forces serve the project site. vlc� .......... ............ ..... ............ ...... C.Which fire piotect-io,n and ciiiergency medical services serve the project site? ------------ ........... ....................... ........... d.WhaBai�ks serve thepmject site? J1eHero o _cq_Wt.. .....Land- D.Project Details DA.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all coniponenis)? ' —cp mpne qq( b.a.Total acreage of the site of the proposed action? ........ acres b.Total acreage to be physically disturbed? 0. q acres c.Total acreage(project site and any contiguous properties)owned + or controlled by the applicant or project sponsor? _65 acres ............ ys c.Ithe proposed action an expansion of an existing projeci or use? is If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: _ffY_est9G d.Is the proposed action a subdivision,or does it include a subdivision? If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) Is a cluster/conservati-o—n layout_tpr ........ Yes. ._._... e"s[-3—N o"', . . ...... oposed? iii. Number of lots proposed? _ iv. Minimum and maximum proposed lot sizes? Minimum maximum, ...... Oyes14KO e.Will proposed action be constructed in multiple phases? 12, months L If No,anticipated period of construction: ii. If Yes: • Total number of phases anticipated month year • Anticipated commencement date of phase I (including demolition) — • Anticipated completion date of final phase — month ,year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: ............. .................... ........... ........... ......... ............. Page 3 of 13 f.Does the project include new residential uses? ❑Yes o If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? es❑No If Yes, i.Total number of structures ii. Dimensions m feet of largest proposed t W and 8� length iii. Approximate extent of building space to be heated orcooled: e1g square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes o liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, ii. If water impoundment,the principal source of Ground water❑S �. _ i. Purpose of the impoundment: the water: urface water streams ❑Other specify: iii. If other than water identify the a of impounded/contained ounded/contained li uids and their fY h'p _____p q source. iv. Approximate size of the proposed impoundment. Volume: milliongallons; surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes o (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock earth,sediments,etc.)is proposed to be removed (' g from the site? • Volume(specify tons or cubic yards): • Over what duration of time? _ iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? � � ........ -- - Yes Ko— If yes,describe.. �. . ....... _ ............... ., v. What is the total area to be dredged or excavated? ,acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? - m feet viii. Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan: „ ---- b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment []YesBNo into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: L Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 H. Describe how the proposed action would affect that waterbody or wetland,e.g. excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii. Will proposed action cause or r ------ 'w... . .y,,,�. p p result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? �� _] ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project oject completion:,_ • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): ...., .. • proposed method of plant removal: m • if chemical/herbicide treatment will be used, specify product(s): Yp p g g v. Describe an proposed reclamation/mitigation ation followin disturbance:. _m c.Will the proposed action use,or create a new demand for water? es bio If Yes: i. _ 0 _ gallons/day H. W lllthetpr posed action obtain at dr from an exising pudic water supply? BYes❑No If Yes: • Doesethe existing public water supply have capacity CPU tB�c � � � � of district or C0 U . to proposal?• Yes❑No • Is the project site in the existing district? Yes[-]No • Is expansion of the district needed? ❑Yes o • Do existing lines serve the project site? ❑YesMNo iii. Will line extension within an existing district be necessary to supply the project? es Flo If Yes: to serve this project: p- • l�es���lmmextensian��al� :it,� expansions r��osccl^� ns 0 et 02P ro 00 p ill - • Source(s)of supply for the district: /e(t S iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes[ErNo If,Yes: • Applicant/sponsor for new district: mm, • Date application submitted or anticipated: _ • Proposed source(s)of supply for new district: m...� .............�eee....e.........._ v. If a public water supply will not be used,describe plans to provide water supply for the project: Vi.If water supply will be from wells(public or private),ma imum pumping capacity: gallons/minute. x' d.Will the proposed action generate liquid wastes? [BYes❑No If Yes: i. Total anticipated liquid waste generation per day I, 0 gallons/day liquidg (e.g.,sanitary wastew i �apollent�s And ap ii.Nature ioi tc �°�iwacs>eor p b l�o�i�uatod each): ater,industrial; a. � .. ._ C �' cor � ��ut�ltcan,describe coir. w iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes[R50 If Yes: • Name of wastewater treatment plant to be used: ... . • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project?.._._._._...... ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 * Do existing sewer lines serve the project site? [:]Yes ® Will line extension within an existing district be necessary to serve the project? [:]Yes If Yes: • Describe extensions or capacity expansions proposed to serve this project: ........... .... ............—----- ............... ......... ..... iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? E]Yes If Yes: • Applicant/sponsor for new district: .......... • Date application submitted or anticipated: • What is the receiving waterfor the wastewater discharge'! v. If public facilities will not be used,describe plails io provide wastewater treatnient 1"or the prqject, including specifying propose d receiving water(name and cla Sificafion if surface dis�.',harg�e',or describe subsurface disposal plans): 1-he �!!�*_L4p Describe any plans or designs I Capture,rec se igrrrcl waste: � r W-LU e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point E]Yes[Blqo sources(i.e. ditches,pipes, swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e, sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or _acres(impervious surface) Square feet or _acres(parcel size) ii. Describe types of new point sources. Where t'o'n nwa—ter runoff b—ed i r e ci e d_(_i.e.'o_n_-_site—stonnw-at—er—m"an,a,g—eme—nt-fac—ility/—stru—cture—s5 ad-jac—en-t--,p,rop—ert-i"es,---- groundwater,on-site surface water or off-site surface waters)? ......—------ —------ - ——----- ------------ • If to surface waters,identify receiving water bodies or wetlands: .......... .......... • Will stormwater runoff flow to adjacent properties? []Yes[]No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? 0 Yes[]No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel BYes[]'No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operatio'ns (e.g., h i unent, fiect or delivery vehicles) 0- r I ui ii. �tatiotiaty Sourcv, uring coiish ichor (e.g.,power generation,structur I I eating,batch plant,crushers) 0 r.) ............. JI—wing(_)peraljons l'issions,large boilers,electric I'Nricration) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, []YesoNo or Federal Clean Air Act Title IV or Title V Permit? If Yes: L Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet Yes No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Pons/year(short tons)of Carbon Dioxide(CO2) • —Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • --------- Tons/ycal,(short tons)of Sulfur Hexafluoride(SF6) (short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, Yes o landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii. Describe an methane capture,control or elimination measures included in project design(e.g., o generate y p p � ,combustion to generate heat or electrics flaring):g)' i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as []Yes o quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes o new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to U. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: Vi. Are public/private transportation service(s)or facilities available within'/2 mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand es❑No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action:.. m...__+ m........__............... ._________m.. //1 ii. Antoci ated.... �.�............. �,,�....... �,��m..,,. ---. p sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade to an existing subs p p e pg substation? ❑Yes❑No NO 1.Hours of operation. Answer all items which apply, a. aDuring Construction: ii. During Operations: Monday-Friday: _.am.�. .,.� � MondayFriday !0 0 Saturday: Saturday: o Sunday:_ Sunday: * Holidays: Holidays: ...... Longer hours scasonalty � cril� �rvcsf � rhoUrs Ceasonally CIU6 n Winter. Page 7 of 13 in.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, El Yes o operation,or both? If yes: L Provide details including sources,time of day and duration: ii. Will proposed action remove existing natural barriers that could act as a noise � g ld act as a noise barrier or screen? El Yes❑No Describe: n.. Will the proposed action have outdoor lighting? []'Yes❑No If yes: i, Describe sour c.os location(s),height of fixture(s), direction/aim, and proximity to nearest occupied structures: U. Will proposed action remove existing natural barriers that could act as a light barrier or screen. ❑� ������Yes o ������"mo— �_ Describe: ... .,_. o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes o If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes o or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored H. Volume(s) per unit time _ (e.g.,month,year) X. Generally describe proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, Yes []No insecticides)during construction or operation? If Yes: i. treatment(s): l�c^ser'r �talrc�scc trc. ii. Will the proposed action use Integrated.... ..mmmmmm a -- ❑ Pest Manement Practices? Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal es ❑No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons er.. (unit of time) .,,. p .._�mm., p .a.... ....t...... m.......M. ,,. ,..... P W _ ..� .._..(unit of time) • Operation: tons er Y proposals.... .� m. ...�.. materials to a� disposal.as solid �to rrrrrnr� izatioTi,recyclingor reuse of void dis H. Describe an for on-site � �� �o r waste • Construction • Olaeratrorr Li0 �� �� ail ry iii. Proposed disposal niethods/facilities for solid wastes r � ac:ratca on-site: • Construction: —.QSf.�. ... .,a.. _ "CA-ed— (W&) m • Operation: . . M.......... .... a Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes ZNo If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities) W.. W............................................ ,,,,,. ........_—.... ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill anticipated site life: �._ _ _ r _years t.Will proposed action at the site involve the commercial generation,treatment, storage,or disposal of hazardous ❑Yes[aRo waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility:._ H. Generali describe processes or activities involving H. y p hazardous wastes or constituents: iii. Specify g .... s .....�..,, .. ,.........,,,.. ecif amount to be handled or generated ton /month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will anhazardous wastes be disposed at an existing.....__ ...... y p g offsite hazardous waste facility? DWs No If Yes:provide name and location of facility ...... .......................... .............. ........................................ WWWW. ...�...,,,�,......._. If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a.Existing land uses.. ,........ m........ ................... ... _ .... .. �� - ........... i. Check all uses that occur on, adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ❑ Residential(suburban) O'kural(non-farm) ❑ Forest [agriculture ❑ Aquatic ❑ Other(specify):.. , . ii. If mix of uses,generally describe: b.Land uses and covertypes one project site. Land use or Current � Acreage Aft er Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious O O 4 surfaces �..... _ 4- 04 • Forested 0.6 ae Meadows,grasslands (non- agricultural, ®e �� `e g abandoned agricultural) 1' raj include active orchards,field,greenhouse etc.) Surface • ... urr na.. . ..,_..�. _..�_....�.. water features (lakes,ponds,streams,rivers,etc.) • Wetlands,(freshwater or tidal) • Non-vegetated(bare rock,earth or fill) • Other Describe: Lawn ¢' ( andsmafY^ O 01 Page 9 of 13 the project site presently used by members of the community for public creation? ❑Yes No i. If Yes:explain: mmm mm d.Are there an facilities serving ch he elderly,people with disabilities(e.g.,schools,.�w .�....., children,t ......., w__ y g hospitals,licensed ❑YesQNo day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does thero ect site contain an. . . ... ......,...., _.. ...... — p j existing dam? ❑Yes o If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: ......................... feet • Surface area: acres � mmmmmmmm • Volume impounded: _ gallons OR acre-feet ii. Dam's existing hazard classification mm W. Provide date and summarize results of last inspection: f Has the project site ever been used as a municipal,commercial or industrial solid waste—mmnag_...... p � management facility, ❑Yes o or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑Yes❑ No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: W. Describe any development constraints due to the prior solid waste ste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin []Yes o property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination ..n....—..........�.—. rY p p p...._..... ..............._ .................. histo Has there been a reported spillatthe proposed project site,or have any ❑Yes o remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database U. If site has been subject of RCRA corrective activities,describe control measures: .....................m.....................................mm.......,.,..__.mmmm......_._._....... ........._ ..—...._....................._ ...... W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes,provide DEC ID number(s): iv. If yes to(i), (ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑Yes o • If yes,DEC site ID number: --- .......m.... .......� ,_ • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: w • Describe any engineering controls: .. ........ ........... .. ... ... --m_ —-------- m_______- • Will the project affect the institutional or engineering controls in place? ❑,Yes❑No • Explain: n............ �--._. _. - ....... ........m ..m.. E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? -7-66' ',... feet m gp p j —..�.m..m..m..m................................. b.Are there bedrock outcroppings on the project site? ❑Yes[RNo If Yes,what proportion of the site is comprised of bedrock outcroppings? % mm. mmm ........................ c.Predominant soil type(s)present on project site: v . L o Mf 0 % /o d.What is the average depth to the water table on the project site? Average: �_feet ... ....�..................................... ° �.. .. ... e.Drainage status of project site soils: Well Drained: /QQ_/o of site O'Moderately Well Drained: ® %of site [R'Poorly Drained of site f.Approximate proportion of proposed action site with slopes: ❑v'0-10%: - ............... /DO %of site Q'10-15%: ® %of site [Rn 5%or greater: 0-70/0 of site ..... ...... ........ g.Are there any unique geologic features on the project site? E]YeslilffNo If Yes,describe h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies (including streams,rivers, ❑YesEffNo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes[Erio If Yes to either i or ii,continue. If No, skip to E.21 iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: NameClassification _���.... • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size ��. _.... ....m • Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired El Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: .. .... _�w_- .................. �_�mm�_m�mm �_mmm ___ -- i.Is the project site in a designated Floodway? ❑Yes[✓]No — _______u _. j.Is the project site in the 100 year Floodplain? []Yes o - _- .._..... � k.Is the project site in the 500 year Floodplain? ❑Yes o 1.Is the project site located over,or immediately adjoining,a primary, or sole source aquifer? ©Yes❑No If Yes: i. Name of aquifer: i Page 11 of 13 Identify the predoniinaalt wildlife species that occupy or use the project site w n.Does the project site contain a designated significant natural community? ❑Yes o If Yes: i. Describe the habitat/community(composition,function,and basis for designation). U. Sources of description or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): y acres o.Does project site contain any species of plant or animal that is listed by the federal government 1 or NYS as ❑Yes o endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? .__......__.... ..................................................................... .. _ -w. Y _... o— p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of esQi special concern? q.Is the project site or adjoining area currently used for hunting,trapping fishing or shell fishing? QYesEno If yes, eve a brief d ree escrephon of how flic proposed 100011.r.erw� .ect that use: PO�l � ofhi : in 'o _ m E.3. Designated Public Resources On or Near Project Site ..a.Is the project site,or a.....�......... �......� �.�..�.. ,,_... w_ ........�m......._, ny portion of it,located in a designated agricultural district certified pursuant to ❑Yes[E[&o Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: .r. b.Are agricultural lands consisting of highly productive uctive soils present? ]Yes& o i. If Yes: acreage(s)on project site? H. Source(s)of soil rating(s) c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes[r]No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature H. Provide brief description of landmark,including values behind designation and approximate size/extent:„LL �...m �..._m... ......... _...m ._. d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes[r]'Po If Yes: i. CEA name: H. Bases for desi n g ation: . date: �_�.�_.....__ __________ iii. Designating agency and. ate: .................... ........---- ���� �� �� �... ----__ Page 12 of 13 Does project site contain,or is it e.we which is t listed n,or has been nominated bythe NYSBoardof Historic Peservation for inclusion on, y to,a building,archaeological site or district Y . o the State or National Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: _....... — iii. Brief description of attributes on which listing is based: Is the or an portion of rt located f archaeological e sites on the NY State Historic Preservario�n Office SHPO archaeological sensitive •�� 'in or adjacent to an area designated for E]Yes o ( ) site inventory? Have additional archaeological or historic site(s)or resources been identified on the project s � [ ]Yes .No g g . s O _....,._ p j site? ❑Yes❑r No If Yes: i.Describe possible resource(s): U. Basis for identification: ..- .....------w�-- h.Is the projectsite within fives miles of any officially designated and publicly accessiblystate,� o _ BBB � a federal,, oor local ❑Yes[r]No scenic or aesthetic resource? If Yes: i. ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local pa o Identify park,state historic trail or scenic byway, etc.)• Distance between..... 6 A,,,.. .._. �� ..�r�.. ._m...._�.... ...._ ..�..... _...r "' project and resource: ..... _ miles. s o i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ......._ . .......... .. ❑ c Program 6 NYCRR 666? If Yes: name of the river U. Is thact vitt'consistent with development restrictions contained in Part 666? J _.._ ❑Ye. Identify designation:its � s❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Tho M 14/47 CIAu6. .:.a Date_. .. w.. 0 16 'Xo " � Signature_, _ — Page 13 of 13 MAILING ADDRESS: PLANNING BOARD MEMBERSV + + G P.O. Box 1179 DONALD J.WILCENSKISouthold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ! 54375 State Route 25 JAMES H.RICH III MARTIN H.SIDOR (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-11938 Www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: September 23, 2015 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax ..........�D.... ._�� Map # Amount Check ate /No. Walker/McCall Winery Site Plan 1000-109-1-38 $2,676.00 9/21/15-�#16 ��.. #161 Walker/McCall LLC FORM NO. 3 r TOWN OF SOUTHOLD BUILDING DEPARTMENT E '1 r CJ 1[ SOUTHOLD, N.Y. ICuipiq Board NOTICE OF DISAPPROVAL DATE: September 16, 2015 TO: Walker/McCall PO Box 1424 Mattituck, NY 11952 Please take notice that your request dated August 14,2Q15- For 4, 2015.For permit for the construction of a winery/tastin room oom at Location of property: 22600 Main Road, Cutcho u County Tax Map No. 1000—Section 109 Block l Lot 38 1 Nrr__;Lo �wcc.! rrza�r`: tic tr,.� l tic" tcypl°1 «�pprov"d da_or.11 t11...e lCl c, l. ..�1�...�'6�������►�vl � i rc1... k Authorized ' zt ,ai tir w�. Cc: File, planning TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health pending- - ................................. SOUTHOLD,NY 11971 4 sets of Building Plans_Iset only TEL: (631)765-1802 Planning Board approval_pending FAX:(631)765-9502 SulvcyVes SoutholdTown.NorthFork.net PERMIT NO. Check Yes ... ........ ................. Septic Form pending_-_........................ N Y.S D,E,C, N/A ............. Trustees N/A C.0,Application pending Flood Permit N/A Examined _ 20_ Single&Separate yes Storm-Water Assessment For.pending Contact; Sarah Jazmine Fugate DFA 866 6th Ave. 11 th Fl. Approved20_ Mail to:.1----.------------------- Disapproved a/cNew York,NY 10001 .......................... Phone: New York,1.N Y 10001 -1"Apitati(XI 20 -� - 6M - � ( G 04 Building Inspector kPP IVATION FOR BUILDING PERMIT 00 3'r I1................................ INSTRUCTIONS AUG 14 Dat, August 12Z, 2015 2015 a.This application MUST be ample °ly filled in by typewriter or in ink and submitted to the Build�ing 1",riector with 4 cote;uaI r Fee dccordiag to schedule. b.Piot p1mi showing location of lot m d of buildings on premises,relationship to adjoining premises or public streets or c.The work cover7 ,f-b ,y-Fj 177- 'C � .11,17)F( ,a on may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Walker McCall,LLC by Abigail Wickham„Trustee Men f WJ$er��, (a 0 F 6F H ::I T,ist th (i efin I 1 4 i c 13015 Main Rd,Mattituck,NY 11952 . ®.......... .............. -- (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner ....................................................--------.. .............. Name of owner of premises Walker/McCall,LLC .................... .......................... .... ...... .......... ........... (As on the tax roll or latest deed) if ap I" III i �ej) '04 n ed.91MV /(Name and title of cot porrt,6 officer) Bui 61crs License No................................................... Plumbers License No. .......... ............. Electricians License No, Other Trade's License NO. 1. Location of land on which proposed work will be done: 22600 New York SR 25 Cutchogue .. ..................................... .......... ..................................................... ................. ...... .......... ........ House Number Street Hamlet County Tax Map No. 1000 Section 109 Block 01 1'rit 3.8, ............................ ............................... .......................................................... - .. Subdivision N/A ....................... Filed Map No,, -........................................................Lot................... .. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _ vacant................. -............ -----------------................................................................................ b. Intended use and occupancy_ new winery .................................—-----------................. ..................... .......... I ---- 3. Nature of work(check which applicable):New Building Addition --Alteration Repair-------..--Removal Demolition Other Work....................... ............................... 4. Estimated Cost TBD .... Fee $50 (Description) . .............. .........-----------------------------------------................ N/A (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floorN/A .... .. .............----------................. If garage, number of cars N/A ............ Agricultural winery and farm 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. storage,see plans ----------- 7. Dimensions of existing structures,if any:Front N/A Rear N/A Depth N/A ........ .... ................ Height N/A Number of Stories.N/A .................. ..................... Dimensions of same structure with alterations or additions: Front N/A Rear N/A DepthN/A 1--leight N/A Number of Stories N/A ............... 8. Dimensions of entire new construction:Front 126'6" Rear 1266" —Depth 118'0" Height.117 to green roof, Number of Stories 3,including barn level 36'-5 to top of barn 9. Size of lot: Ul'Ont-2-12, ' -Rear 200',— Depth 435.15' 10.Date of Purchase June 30, 1997 Name of Former Owner Russell McCall(Baxter) 11.Zone or use district in which premises are situated AC(Ag.Cons.) 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO V 13. Will lot be re-graded?YES_„NO"„m"„m -Willexcess fill be removed from premises?YES- P.O.Box 1424, 14.Names of Owner of prcinises Walker/McCall Address Mattituck,NY I'llone No. 631-298-8353 Name of Architect . ........ Address- No Name of Contractorm Address.......- ,,,-.,,.Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY7 REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES NO � * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. N/A 18.Are there any covenants and restrictions with respect to this property?* YES V NO— ............ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk being duly sworn,deposes and says that(s)he is the applicant .......................................... tail signing contract)above named, (Nan IV (S)He is the ............................................... ...... �(i(mtracun,Agent,Corporate Officei,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to b,4)rc me this A � ..................... ............... --- vxl/v -j wllvti�m-y u lic I'Tggernaturc of Apphcani R J43Z, RE�ORP70 11890PG739 I ,;. q6 APS 29V AM 19� ..1 Number of pages FWALMATE TORRENS FAPR 9 19M r Serial N, TAANSFER TAX SUFr-Otx Certificate NINT PriorCtr.N ... 3439 ._ Decd/Mortgage Instrument Decd/Mortgage Tax Stamp Recording/Filing Stamps 4 FEES w. n Page/Filing Fee _... Mortgage Amt. . y r Handling 1. Basic Tax TP-584 _......... 2. Additional Tax Notation Sub Total EA-5217(County) Sub Total — 7 . Spc"Assit. or EA-5217(State) _. ".. Spec./Add _._.._. _.._.. R.P.T.S.A. cou TOT.MTG.TAX Comm.of Ed ,�. Dual Town Dual County Held for Apportionment Ai: 'ivit 0 Transfer Tax _ Mansion Tax Caufied SPY _.�• ThePproperty by this gaga is or Reg.Copy A :will be improved by a one or two family Sub Total f r dwelling only. Other _ _• YES^or NO GLAND TOTAL If NO,see appropriate tax clause on page N of this utsuument. „ Real Property Tax Service Agency Verification JsTide Company Infomudon Dist. Section Block t,ot &mi»o ucuegLrV 14A/,0 7�&yr nap �� ���i ev O/,ev _ ._ ",7 Company Name i 4MI97 BOG 3 _" Title Number IniE" FEE PAID BY: Pedom,c /fN✓D T'Pus s 1/VCoR,,0o.eA7eV Cash Check K_Charge 0. g0 X 0�8 Payer same as.R .R��....__ Or if different) NAME: aura�rcrr ry 44,vo ._Vr SOU T1f1,4/19NTe�, /1l y //f(�9 p ADDRESS: /7 7 01-0 &•vne Y 40 FF RECORD 'RE"I"I,ili,N TO 7 (ADDRESS 9L Suffolk County Recording & Endorsement Page This page forms part of the a6ached made by: nn (SPECIFY TYPE OF INSTRUMENT) /GllSSEZt_ �,_ � CA/� AND The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the Township or., In the VILLAGE or HAMLET of 7 QG UE I BOXES 5 THRU 9 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. r�.rww. i DEED OF CONSERVATION E EMENT THIS DEED OF CONSERVATION EASEMENT, is made on the 19th day of January, 1996. The parties are Russell C. McCall and Carolyn R. McCall ("Grantor") residing at 275 Spring Street, Atlanta, Georgia 30319, and the Peconic Land Trust, Inc., a not-for-profit New York Corporation, having a principal office at 296 Hampton Road (Post Office Box 2088) , Southampton,__New -York--11968 (herein called "Grantee") INTRODUCTION WHEREAS, the Grantor is.the owner in fee simple of 37.6 acres of certain real property located in the Town of Southold, Suffolk County, New York, hereinafter more fully described in Schedule A attached hereto, further described as Suffolk County Tax Map Parcel Number 1000-116-1-3.2, and hereinafter referred to as the "Property"; and WHEREAS, the Property is located in the R-80 ,Zoning District of the Town of Southold, which designation, to the extent possible, is intended to prevent the unnecessary 'loess of those currently open lands which contain prime agricult'urpsl. oils as outlined in the Town of Southold Code, � Section 110-30; and. WHEREAS, the Grantor wishes to grant a Conservation Easement on the 37.6 acre parcel of Property so that 35.6 acres of the Propert- hereinafter referred to as the Agricultural Area, (more fully described in Schedule B attached hereto) , shall remain in an open, undeveloped and scenic state and be available for agricultural purposes, and the remaining 80,000 square feet of the Property, hereinafter referred to as the Development Area (more fully described in Schedule C attached hereto) shall be restricted to the placement of asricultural structures, including, but not limited to, r retail winery or other agricultural operation; and WHEREAS, the aforementioned 37.6 Agricultural Area is subject to a deed dated July 30, 1997, recorded on August 7, 1997 in Liber,11845 cp 064, in which the development rights to the Agricultural Area were sold to the County of Suffolk; and WHEREAS, the aforementioned 35.6 acre Agricultural Area is actively being farmed in corn, potatoes and other field crops; and WHEREAS, the property contains soils classified as Class I and Class II worthy of conservation as identified by the United States Department of Agriculture Soil Conservation Service's Soil Survey of Suffolk County, New York; and WHEREAS, it is the policy of the Town of Southold, as articulated in the Town's Master Plan of 1973, amended in 1986 and 1989 as adopted by the Town Board, Town of Southold code, Section 272-a of the Town Law, to protect environ- mentally sensitive areas, preserve prime agricultural soils, to protect the scenic, open space character of the Town and to protect the Town's resort and agricultural economy; and WHEREAS, the Property has approximately 950 feet of road frontage on the. Main Road (route 25) , a State Road which offers the public a significant vista of scenic, open farmland; and WHEREAS, the Property, in its present scenic, agricultural and open space condition has substantial and significant value as an asthetic and agricultural resource 1 by reason of the fact that it has not been subject to any extensive development; and WHEREAS, the Grantor and Grantee recognize the value and special character of the region in which the Property is located, and the Grantor and Grantee have, in common, the purpose of objective of protecting and conserving the present state and inherent, tangible and intangible values of the Agricultural Area as an aesthetic, natural, scenic and agricultural resource; and WHEREAS, the Grantee has determined it to be desirable and beneficial and has requested the Grantor, for itself and its successors and assigns, to grant a Conservation Easement to the Grantee in order to restrict the further development of the Property while permitting compatible uses thereof; NOW, THEREFORE: 0.01 Grantor's Warrantv Grantor warrants and represents to the Grantee that Grantor is the owner of the Property described in SCHEDULE A, free of any mortgages or liens and possesses the right tog rant this easement. 0.02 Grantee's Status i Grantee warrants and represents to Grantor that Grantee is a qualified not-fcr-profit charitable organization under Section 170(h) (3) of Jrelrate�rraal Revenue Code of 1986,. and anymtatrdrisupplemental legislation (herein called y amendatory " incorporated trnder the Not-For-Profit Corporation 'Law of New York State for the purpose of conserving and preserving the unique environmental, agricultural, scenic and open space values of rural. lands g located in Suffolk Co€#nty of Tong island, 0.03 Purpose The parties recognize the environmental, scenic, open I space and agricultural values of the Property and have the cotatxton purpose of Preserving theta values. This Deed is intended to convey a Conservation Easement on they Property by Grantor to Grantee, exclusively for the purpose of preserving to tile extent sept .forth herein its open space. character in perpetuity for environmental, scenic, agricultural and natural values, by preventing the use of development of the Property for any purpose or in any manner contrary to the provision; hereof, in furtherance of federal, New York State and local conservation and agricultural policies. 0.04 Government Recoanition New York State has recognized the importance of private efforts to preserve rural land in a scenic, statural. and open condition through conservation restrictions by enactment of Environmental Conservation Law, Article 4.5-0301, et seq. and General Municipal Law, Section 247 Similar recognition by the federal government includes Section 170M of the Internal Revenue Code and other federal statutes. 0.05 Grantee's Warranty Grantee warrants and represents that it possesses the intent and ability to enforce the terms of thin Conservation Easement on the Property, aa determined by ,its Board of Directors, at a duly constituted meeting of that: poard on May 27, 1997, and that the Prope~rt;y satisfies the criter:ia. adapted by Gr-ant,ee relating tea the quality, and character- N istics of open land that should be protected and maintained as open land. i 0.06 Documentation Tire Grantee acknowledges, by ac.ccptarrcc of this Easement that the historical and present user of. the Property are compatible with the purposes of this Easement. In order to aid in identifying arid documenting the present r�ond',it:ion of the Property's: natural,, wildlife, atershed eidentifyingcc, and aesthetic resources and otherwise aid ad , i documentingthe Pro ert• s open space' values as ofthe date hereof, to assist: the Grantor with monitoring tine developnsent and use of the Property and enxsuring compliance with the terms hereof, the Grantee has prepared, with the Grantor's full. cooperation, an inventory of thy: Property's relevant features andconditions (t:ile "Baseline Documentation") This ',Baseline DocunaeratatiOn includes, but treed not be limited to, a Survey by Young and Young :purveyors dated May 27, 19'97, an aerial photograph, photographs of the Property, a topographical map, a description and site plan of existing land uses, features, and structures, if any, and an acknowledgment page signed by the Grantor and the Grantee which verifies that the Baseline Documentation report accurately represents the condition of the Property at tine time of the easement. The Grantor and Grantee acknowledge and agrees that in the event a controversy arises with respect to the nature and extent of they Grantor's historical and present uses of tale Property or its physical conditic as ofthe date hereof, the parties sh:-all, not be foreclosed from 'utilizing any other relevant or material documents, surveys, reports, photographs, or other evidence to assist in the resolution of the controversy. 0.07 Recitation In consideration.of the previously recited facts, mutual promises, undertakings and forbearances contained in this Easement, the parties agree upon its provisions, intending to be bound by it. ARTICLE ONE THE EASEMENT 1.01 Type p This Deed conveys a Conservation Easement therein called the "Easement") . This Easement shall consist of tare covenants, restrictions, rights, terms, and conditions recited in this Deed. Reference to this "Easement" or. its "provisions" in this Deed shall include any and all of those covenants, rights, terms and conditions. 1.02 Duration This Easement shall be a burden an upon Property in perpetuity. p d run with the 1.03 Effect The covenants, terms,: conditions, restrictions and purposews of t.h;:;:,s Easement shall run with the Property as an incorporeal interest; in the Property, andshall bind the successors and assigns of each of the parties t-especLively. This Easement shall extend to and, be binding upon Grantor, Grantor's agents, tenants, occu;pa.nts, heirs, personal, representatives, successors and assigns and all other- individuals and entities. Any rights, obligations, and intezrests herein granted to Granger ashal.l also be doemed granted to each and every one of its, successors, and assigns, and the word "Grantee" when used herein shall include all of those persons or entities. ARTICLE TWO GIFT GRANTOR hereby voluntarily grants, releases and conveys to Grantee, as an absolute gift, this Easement, in perpetuity, together with all rightw.; to--enforce it. Grantee hereby accepts this basement in perpetuity, and undertakes to enforce it agaira.st Grantor and; all future owners, tenants, occupants, assigns and possessors of said Property. ARTICLE THREE PROHIBITED ACTS From and after the date of this Easement, the following acts, uses and practices shall be prohibited forever upon or within the Property: 3.01 Structures Tire construction or placement of commercial, industrial or other buildings, structures, or improvements of any kind or nature (including, but not limited tomobile homes) , permanent or temporary, on, over or under the Property except pursuant to Article. 4 hereof. ,Structures and improvements, including, but not limited to, driveways .and. structures permitted Ln Sections 4.05 and 4.06 hereof, may riot be made oil, over, or under the Property without the prior written consent of the Grantee, which shall not be unreasonably withheld or delayed and s'hal'l be granted if the structure or improvement does not defeat or derogate from the purposes of this Easement. 3.02 Excavation and Removal of Materials The excavating, miming or filling of the Agricultural Area, except in connection with agricultural operations on the Property or as may be necessary to develop and maintain the structures and improvements p-rmitted on the Argricultural. Area, with the prior written consent of the Grantee. The .removal. of topsoil, sand, or other materials shall not take place on the Property nor shall the topography of the .Property be changed except to develop and maintain the permitted structures anti improvements in the Development Area, to construct and maintain the permitted structures and, improvemen s in the Agricultural Area;, and for purposes of agricultural operations, erosion control and soil management. Any such activity, -other than those in connection with normal construction in the Development Area,. agricultural operations, erosion control and soil management, shall require the written consent of the 1 Grantee. a 3.03 Subdivision The subdivision or partitioning of the Properly without the prior written consent of the Grantee, which shall be granted if that subdivision or partition does not defeat or derogate from the purposes of this Easement. 3.04 Dumo�nn The dumping or accumulation of unsightly or offensive materials including, but not limited to trash, garbage, sawdust, ashes or chemical waste on the Property, except for customary and prudent agricultural usage. 3.05 Signs The display of signs, billboards, or advertisements on the Property except signs, whose placement, number, and design do not significantly diminish the scenic character of the Property and only for the following purposes: a) to N state the name of the Property and the names and addresses of the occupants, b) temporarily to advertise the Property or any portion thereof for sale or rent, c) to poet the Property to control unauthorized entry or use,: d) to announce the Grantee's conservation. easement, ;e) to temporarily advertise the construction contractor at the time the structures are built, and (f) signs related to the agricultural or other permitted uses on the Property. 3.06 Cutting of Timber The cutting or harvesting of timber on the Property exceptfor the following purposes: a) to clear and restore forest cover that has been damaged or disturbed by forces of nature or otherwise, b) to prune ,and selectively thin trees to create limited visnas inaccordance with good forest management practices and the purposes of this Easement, c) to construct and maintain future driveways or fa.rrrm, roads on tire Property, (d) to construct and maintain the permitted structures and improvements on the Property and (e) to expand, improve or control agricultural uses ora tile Property, with the prior written consent of the Grantee. 3.07 Landscaping Activities The removal of _rees, shrubs, or other vegetation from the Agricultural Area, except as provided in Sections 4.03, 4.04, 4.05 4.06, without the prior written consent of the Grantee. 3.08 Utilities The creation or placement of overhead utility transmission litres, utility poles or wires on the Property, or the creation or placement of pipes, wells or drainage and septic systems on the Agricultural Area without the prior written consent of the Grantee, except for irrigation used for the agricultural operations in the Property. Underground utilities otter than irrigation facilities must, to the possible,ossi:ble be constructed within 30 feet of the '' center line of roads or driveways, and may be used, solely to service the permitted structures, improvements and uses, 3.09 Uses The use of the Property for any commercial or industrial purpose except that agricultural uses expressly permitted in Section 4.05 shall not be considered a commercial or industrial use for purposes of this Easement. 3.10 Drainage I The: use of theProperty for a leaching or sewage disposal field; or the use of the Agricultural. Area for drainage basin or sump,, except in accordance witi°m sound, agricultural management practices and in order to control flooding or soil erosion oil tine Property, or as partof` naturally occmmrring drainage patterns oax the Property. 3.11 Development Rights The use of theacreage of this Property burdened with this Easement. for purposes of calculating lot yield on any other property. Grantor hereby grants to Grantee all residential development rights (arid any further development rights that may be created through a rezoning of the Property) on the Property, and than parties agree that such rights shall be terminated and extinguished and may not be used or transferred to any other parcels. ARTICLE FOUR GRANTOR'S RIGHTS 4.01 Ownership Subject to this Easement, Grantor shall retain all other customary rights of ownership-in the Property, some-of _. which are more particularly described in this ARTICLE FOUR. 4.01 Possession Grantor shall continue to have the right to exclusive possession of the Property. 4.03 Use Grantor shall have the right to use the Property in any manner and for any purpose consistent with and not prohibited by this Easement as well as applicable local, New York State, and federal law which will not defeat or derogate from the purposes of this Easement. This shall include, without limitation, hiking, hunting, picnicking, agricultural operations and production, camping, and access throughout the Property. 4.04 Landscaping Activities Grantor shall have, the right to continue the historical. modes of landscaping, pruning and grounds maintenance on the. Property. Grantor shall have the right to remove car restore trees, shrubs, or other vegetation when dead, diseased, dangerously decayed or damaged on the Property, or related to the agricultural. operations on the Property. 4.05 Agricultural Activities �k Grantor shall have the right to engage in farming, including pasturing, grazing, feeding and care- of livestock, viticulture and cultivation of crops, and agricultural production and operations as permitted by the Geed conveying. the Development Rights on the Agricultural Area to the County of Suffolk, provided that such agricultural activity shall be conducted in accordance with the purposes of this Easement. Normal agricultural fencing and accessory structures, as provided in Section 4.061 , and as may be reasonably necessary in connection with agricultural, use and the maintenance on the property of horses, sheep, beef or r dairy cattle, or similar domestic livestock, may be 1 constructed, maintained or replaced .by Grantor. In addition to the foregoing, Grantor shall have the right to conduct a wholesale and/or retail winery or other wholesale and/or retail agricultural operation, as permitted by local zoning ordinance, on the Development Area. 4.06 Structures . i A. Allowable Non-Residential Improvements on the Development Area Grantor shall have the right to construct and maintain the following non-residential structures .and improvements in the Development Area which are necessary to and consistent with the uses permitted in this Easement. M Commercial structures related to the agricultural uses of the property permitted by the zoning code of the Town of Southold together with such access roads, parking areas, loading docks, and related structures necessary to conduct allowable agricultural and/or winery related businesses. (ii) Agricultural structures to be used as barns, sheds, stables, etc. (iii) Any structures or improvements permitted in the Agricultural Area. B. Allowable Non-Residential Improvements in the Agricultural -AreaAl Grantor shall have the right to erect and maintain the following non-residential improvements in the Agricultural Area which are necessary to and consistent with the agricultural uses as permitted in Sections 4.03, 4.05 and 4.06 hereof: (i) Agricultural structures, including but .not limited to barns, sheds, stables and silos as are directly related to t)re agricultural use of tire: Agricultural Area, placed to the extent possible so that they do not substantially detract from and adversely affect the scenic value of this Easement, with the prior written consent of the Grantee; and (ii) Access Drives and farm roads; and (iii) Fences, places to the extent possible so that they do not blc^k or detract from the scenic view, with the prior written consent of the Grantee; and (iv) Underground facilities normally used in connection with supplying utilities, septic systems, leaching fields, and controlling ,! stormwater runoff from the improvements permitted under the terms of this Paragraph A and B hereof. Any underground utilities must to the extent possible, be constructed within 30 feet of the center line of roads or driveways, and may be used solely to service the permitted structures and uses; and (v) Vineyard, orchard, nursery or fruit posts, trellises and wires. (vi) Irrigation structures, over, on and underground, including pumps, motors, motbrhousings, pipes, and connections, and structures for the provision of fuel therefor, constructeO in accordance with regulatory requirements. D. Replacement of Structures In-Kind In the event of damage resulting from casualty loss to all extent rendering repair of any existing improvement impractical, erection of a structure of comparable size, bulk, use, and general design to the damaged structure shall be permitted within the same: location subject to the review and written approval of Grantee. E. Environmental Sensitivity During Construction ' r' The use and location of such improvements shall, be consistent with the agricultural and conservation purposes intended herein, and constructed by methods which are. attentive to minimizing disturbances to the environment, including but not limited to minimal removal of vegetation, minimal, movement of earth and minimal clearance of access routes for construction vehicles; provided same does not interfere with tile agricultural operations on the Property, w nor prevent or render financially impractical or onerous the permitted structures, uses and improvements. 4.07 Notice As to any matter requiring Grantee's consent or approval, Grantor shall notify Grantee, in writing, before taking any action or before exercising any such reserved right with respect to the Property which could adversely af fect._the conservation_ purposes which are the subject -of this Easement. Grantor shall provide Grantee with relevant documentation includine' information on the need for and use of such structures, and sketches or plans of any proposed structures which are subject to Grantee's approval. Such approval or; disapproval, with any comments of Grantee shall be given to Grantor within 60 days after such information is submitted to Grantee. As to any matter requiring Grantee's approval or consent, same shall not be unreasonably withheld, delayed, or denied, and shall be granted if same is within the terms and spirit of th : Agreement or does not defeat or derogate from the purposes 3f this Easement. 4.08 Alienab lite Grantor shall have the right to convey all or any part C of its remaining interest in the Property but only subject to this Easement. Grantor shall promptly notify Grantee of any conveyance of any interest in the Property, including the full names and mailing addresses of all Grantees, under any such conveyance. The instrument of any such conveyance shall specifically set forth that the interest thereby conveyed is subject to this Easement, without modification or amendment of the terms of this Easement, and shall j incorporate this Easement by reference, specifically setting forth the date, office, liber and page of the recording hereof. The failure of any such instrument to comply with the provisions hereof Lhall not affect Grantee's rights hereunder. ARTICLE. FIVE GRANTOR'S OBLIGATIONS a 5.01 Taxes and Assessments Grantor shall continue to pay all taxes, levies, and assessments and other governmental or municipal charges which may become a. lien can t-he Property, including any taxers or levies imposed to make those payments, If Grantor fails to make such payments, Grantee is, authorized to make such payments (but shall have no obligation to do so) upon sixty days prior, written notice to Grantor, according to any bill., statement or estimate procurers from the appropriate public office without inquiry into the accuracy thereof, That; payment, if made by Grantee, shall become a lien on the Property of the same priority as the item if not ,paid would have became, and shall bear interest until pain by Grantor at two percentage points over the prime rate of interest from time to time by Citibank, N.A. This provision shall. not apply if Grantor has not made a payment while actively pursuing a tax certiorari proceeding, so long as such non- payment does riot result in a noxa-redeemable loss of title. 5,02 Indemnification Grantor shall indemnify and hold Grantee harmless for any liability, costs, reasonable attorneys' fees, judgments or reasonable expenses to Grantee or any of its officers, employees, agents or independent contractors arising from the physical maintenance or condition of the Property or from any taxes, levies or assessments upon it or resulting from this Easement, all of which shall be considered Grantor's obligations. 5.03 Third Party Claims Grantor shall indemnify and hold Grantee harmless for any liability, costs, reasonable attorneys' fees, judgments or reasonable expenses to Grantee or any of its officers, employees, agents or independent contractors resulting: a) from injury to persons or damages to Property arising from any activity on the property, except those slue to the acts of the Grantee, its officers, employees, agents, or independent contractors; and b) from actions or claims of any nature by third parties arising out of the entering into or exercise of rights under this Easement, excepting any of those matters arising from the acts of Grantee, its officers, employees, agents, or independent contractors. ARTICLE SIX GRANTEE'S RIGHTS 6.01 Ent— and Inspection Grantee shall have the right to enter upon tile.. Agricultural, Area at reasonable times agreeable to Grantor, upon reasonable prior written notice to Grantor, for good, cause, and in a manner that will, not interfere with the Granto'r's quiet use and enjoyment of the Property, for the purpose of inspection. to Ceteruauine whether this Easement and its purposes and provisions are being uliheld. Grantee shall not have the right to enter upon the Property for any other purpose, except as provided in Section 6.03, nor to permit access upon the Property by the public, nor shall Grantee have the right to enter any structure. j C 6.02 Restoration Grantee shall have the right to require the Grantor to restore the Property to the condition required by this Easement and to enforce this right by any action or j proceeding that the Grantee may reasonably deem necessary. 1 However, it is understood and agreed by the parties hereto that the Grantor shall not be liable for any changes to the Property resulting from causes beyond the Grantor's control, including, without limitation, fire, flood, storm, and earth j movement, governmental authority or regulation, bona, fade � conservation or agricultural program, of from any prudent: 4' action taken by the Grantor under emergency conditions to prevent, abate, or mitigate significant injury to the 1 Property resulting from such causes. 6.03 Enforcement Rights of Grantee Grantor acknowledges and agrees that Grantee's remedies at law for any violation of this Easement are inadequate. Therefore, in addition to, and not in limitation of, any other rights of Grantee hereunder at law or in equity, in the event any breach, default or violation of any term, paovi.:sion, covenant or obligation on Grantor's part to be observeua or performed pursuant to this Easement is not cured by Granton: within thirty (30) days notice thereof by Grantee (which notice requirement is expressly waived. by Grantor with respect to any such breach,, default or violation which, in Grantee's reasonable judgment:, requires immediate action 9 to prevent irreparable injury to any protected aspects of the Property under this Easement) , Grantee Fs)°jail have the right at Grantor's sole crest and expense and at Grantee's election, (i.) to insatitute a suit to enjoin or cure such breach, default or violation by temporary and/or permanent ,i injunction, olm (ii) to seek to enforce quell other legal and/or equitable relief or remedies as Grantee deems' necessary or desirable to ensure compliance with the terms, conditions, covenants, obligations and purposes of this Easement, provided, however, that ally failtare, delay or election to so act by Grantee shall not be deemed to be a waiver or a forfeiture of any right or available remedy on Grantee's part with respect to such breacl-1, default, or Violation or with respect to any other breach, default or violation of any term, condition, covenant or obligatipit tinder this Easement. Grantor shall Pay, either directly or by reimbursement to Grantee, all reasonable attorneys, fees, court costs and other expenses incurred by Grantee (herein called "legal expenses,,) in connection with any proceedings under this section 6,03, if Grantee prevails by order not subject to appeal. Grantee agrees to reimburse Grantor for all reasonable attorneys fees incurred in connection with any proceedings hereunder not brought or pursued in good faith by Grantee in which Grantor Prevails by order not subject to appeal. 6.04 No Waiver Grantee's exercise of one remedy or relief under this ARTICLE SIX shall not have tile effect of waiving or limiting any other remedy or relief, and the failure to exercise or delay in exercising any remedy shall not have tile- effect of waiving or limiting the use of any other remedy or relief or the use of such other remedy or relief at any other time. 6.05 A6siQnabil7tV Grantee shall fli-ve tLe right to assign any and all of its rights and responsibilities under this Easement, and any and all of its rights, title and interest in and to this Easement only to a qualified organization (herein called "the Assignee") - As used herein: tile t(Irm "qualified organization" means a not-for-profit corporation, or a governmental unit or egency, which is qualified to receive such interests pursuant to Article 49 of the New York Environmental Conservation Law, and is a qualified organization within the meaning of section 170(h) (3) of the Code, which is organized or, operated Primarily or substantially for one of the conservation purposes: specified in Section 170(h) (4) (A) of tile coje. Any assignment by Grantee or Grantee's successors must require the Assignee or Assignee's nuccessorn to carry out the purposes of this Easement, The Assignee and its successors and assigns shall have the same right of assignment, subject to compliance with, the provisions of this Subsection. 6.06 Succession If at any time Grantee or any successor or assignee is unable to enforce this Easement fully or fails to do so, or if Grantee or any successor or assignee ceases to exist or ceases to be a qualified organization under I.R.C. Section 170 (h) (3) then this Easement shall be vested in such qualified corporation, body or agency as defined and upon the conditions contained in Section 6.05 as the Grantee shall designate. If, on the occurrence of any of these events, Grantee or any Successor or assignee fails to assign all of its rights and responsibilities under this Easement and all of its rights, title and interest in and to this Easement to a qualified organization, the" the rights and responsibilities under this Easement shall become vested in the Town of Southold or it such Town will, not accept this easement, then another qualified organization, in, accordance with a cy pres proceeding brought in any court of cotniletent jurisdiction. 6.07 Extinguishment This easement gives rise to a property right and, interest immediately vested in the Grantee. For purposes of this Section 6.07, the fair market value of such right and interest shall be equal to the difference, as of the date hereof, between the fair market value of the Property subject to this Easement and the fair market value of the Property if unencumbered hereby (such difference, divided by the fair market valueofthe Property unencumbered by this Easement, is hereinafter referred to as the "Proportionate Share""). in the event a material unforeseeable change in the of the Property if unencumbered hereby (,such difference, conditions surrounding the Property makes impossible its divided by the fair market value of the Property continued use for the purposes contemplated hereby, unencumbered by this Easement, is hereinafter referred to as resulting in, an extinguishment of this Easement or any material term or provision hereof by a judicial proceeding; then upon a subsequent transfer of title to the Property by sale, gift, devise, exchange, taking by eminent domain or by purchase in lieu of a taking, Grantor shall pay to Grantee an amount equal to the greater of W the consideration paid by Grantee to Grantor for this Easement or (y) the Proportionate Share of the proceeds of such transfer. If all or any part of the Property is taken under the power of eminent domain by public, corporate, or other authority, or otherwise acquired by such authority through a purchase in lieu of a taking, so as to abrogate the restrictions im,,:osed by this Easement or otherwise effectively to frustrate the Pux-pose hereof, Grantor and Grantee shall join, it. appr, -)priatc, proceedings at the time of ry such taking to recover the full value of the interests in, the Property subject to the taking and all incidental or direct damages resulting from the taking. All expenses reasonably incurred by the parties to thin Easement in connection with such taking shall be paid out of the recovered proceeds. Grantee shall be entitled to an equitable share of the remaining recovered proceeds. The Grantee shall use such proceeds actually recovered by it in a manner consistent with the purposes of this 'Easement. The respective rights of Grantor and Grantee set forth in this Section 6.07 shall. be in addition to, and not in limitation of, any rights they may have by 1-w with respect to a modification or termination of this Easement by reason of changed conditions or the exercise of powers of eminent domain as aforesaid. ARTICLE SEVEN MISCELLANEOUS 7.01 Entire Understanding This Easement contains the entire understanding between its parties concerning its subject matter. Any prior agreement between the parties concerning its subject matter shall be merged into this Easement and superseded by it. 7,02 Amendment This Easement can be terminated or modified only in accordance with the common and statutory law of the State of New York applicable to the termination and modification of easements and covenants running with the land. Grantor and Grantee recognize that circumstances could arise which would justify the modification of certain of the restrictions contained in this Easement. To this end, Grantee and Grantor shall mutually have the right, in their sole discretion, to agree to amendments to this Easement which are not inconsistent with the purposes of this Easement set forth in the introduction hereof; provided, however, that Grantee shall have no right or power to agree to any amendments hereto that would result in this Easement failing to qualify as a valid Conservation Easement under Article 49, Title 3 of the Environmental conservation Law of the State of New York, as the same may be hereafter amended, any regulation issued pursuant thereto, or Section 170(h) of the Internal Revenue Code governing "Qualified Conservation Contributions", 7.03 Severability Any provision of this Easement, restricting Grantor's act ivities, which is determined to be invalid or unenforceable by a court, shall, not be invalidated. Instead, that provision shall be reduced or limited to wilatever extent that court determines will make it enforceable and effective. Any other provision of this Easement which, is determined to be invalid or unenforceable by a court shall be severed from the other provisions, which, shall. remain enforceable and effective. 7.04 Notice All notices required by this Easement must be written. Notices shall be delivered by registered or certified mail, return receipt requested, with sufficient prepaid postage affixed. MaileL. notice to Grantor shall be addressed to Grantor's address as recited herein, or to such other, address as Grantor may designate by notice in accordance with this Section 7.04. Mailed notice to Grantee shall be addressed to its principal office, recited herein, -)r to such other address as Grantee may designate by notice in accordance with this Section 7.04. Notice shall be deemed given and received as of the date of first notice of delivery by the U.S. P,)stal Service. 7.05 Governing Law New York law applicable to deeds and conservation easements pertaining to land located within New York shall govern this Easement in all respects, including validity, construction, interpretation, breach, violation and performance. 7.06 Interpretation Regardless of any contrary rule ofconstruction, no provision of this Easement shall be construed in favor of one of the parties because it was drafted by the other party's attorney. No alleged ambiguity in this Easement shall, be construed against the party whose attorney drafted it. if ally provision of this Easement is ambiguous or shall. be subject to two or more interpretations, one of whicis would render that provision invalid, them that provision shall. be given such interpretation as would render itvalid and be consistent with the purposes of this Easement as intended by Grantor. Any rule of strict construction designed to limit the breadth of the restrictions on use of the Property shall not apply in the construction or interpretation of this Easement, and, this Easement shall be interpreted broadly to effect the purposes of this. Easement as intended by Grantor. The parties intend that this Easement, which is by nature and character primarily negative in. that Grantor has restricted and limited his right to use the Property, except as otherwise recited. herein, be construed at: all times and by all, parties to effectuate its purpose. 7.07 Public Access Nothing contained in this Easement grants, nor shall be interpreted to grant, to the public any right to enter upon the Property. 7_.08 Warranties The warranties and representation made by the parties iii this Easement shall. o. wive its execution. _ �¢ 7.09 Recording a Grantee shall record this Easement in the land records of the office of the Clerk of the County of Suffolk, State of New York. 7.10 Headincts The headings, titles and subtitles herein have been inserted solely for convenient reference, and shall be ignored in its construction. 21/ageasemt u: IN WITNESS WHEREOF, Grantor has executed and delivered and Grantee has accepted and received this Easement on the day and year set forth above. ACKNOWLEDGED,AND ACCEPTED By: - Ru ,c: l C. l ,Cal (G tntor) By: ��. 0I_ Car' yg-R— c 11 ,Grantor) 1 AC KNO ED AND ACC PTED: VFCONIC LAND TRUST &.ntee) u BY: +,Nhk�_N�. Pre`aid,.t� u W i STATE OF NEW YORK: :as.: COUNTY OF SUFFOLK: a On this /9t day of January, 1998, before me personally appeared JOHN` v.H. HALSEY. the President of PECONIC LAND TRUST, INC., personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity as President of Peconic Land Trust, Inc., and that by his signature on the instrument, the individual, or the person upon behalfof which the individual acted executed the Instrument and accepted the rights duties and responsibilities under the foregoing instrument and that he signed his name thereto by the Board of Directors of the said Corporation. Notary Public u Gdag51fj PAMCIAL FALLON STATE OF Ll .R6r Notary Public.State of New York No 4950146 FW.�ot) :as•: Qualified in Suffolk County COUNTY OF 9tifint;E: Commission Expire-,April 24.�qQ9 On this -``� day of January, 1998, before me personally appeared RUSSELL C. MCCALL, to me known and known to me to be the individual described in and who executed the fore- going instrument, and he duly acknowledged to me that he executed the same. Notary i b'lic _ -" LYNN kftlSHOI:'»d rrorttmrrr, r*� Notary Public.Dekatb G ty. ! My commission Expires'I b'anuI'l STATE OF GEORGIA: COUNTY OF V•�-j0 F CCA+QO� his �day of January, 1998, before me personally appear e& Aro me'kno�mown to me to be the individual described in and who t+. fore- going instrument, and she duly acknowledged to me that she executed tali Noary hlic •, �-..��. ------ - ,Ar,pNNrrl,rr,y� 1407, LYNwiN MISI40C- t4 a•,� 0 A. Noiary,PubVc ftq&s.glb County Abivia My e.00trslrars Ea tdreslEatv11 r�8„1f}ttrt y 1C IW9pwrA 44A'M1 Schedule A 'The Property' located at Cutchogue, New York SCTM#:1000-116-1-3.2 ALL that certain plot,piece,or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Cutchogue,Town of Southold,County of Suffolk, and Slate of New York,bounded and described as follows: BEGINNING at a point on the southerly side of Main Road(N.Y.S.Rte.25),said point being situate 1942.47 feet westerly as measured along the southerly side of Main Road (N.Y.S.Rte.25)from the intersection of the southerly side of Main Road(N.Y.S.Rte.25)with the westerly side of Linden Avenue,said point also being the intersection of the westerly line of land known and designated as Parcel to be Conveyed to the Town of Southold on Minor Subdivision,"Peconic Land Trust"and the southerly side of Main Road(N.Y.S. Rte.25); RUNNING thence along Parcel to be Conveyed to the Town of Southold and Lot 1 as designated on Minor Subdiv:Sion"Peconic Land Trust'the following seven(7)courses and distances: 1. South 10 deg.59 min. 12 sec.East 713.51 feet, 2. South 60 deg.43 min.05 sec.West 423.96 feet, 3. South 08 deg.24 min.31 sec.East 365.47 feet, 4. South 60 deg.40 min.52 sec.West 236.81 feet, 5. South 12 deg. 17 min. 16 sec.West 1160.92 feet, 6. South 08 deg.44 min.58 sec.East 384.17 feet, 7. South 11 deg.44 min. 34 sec.West 1020.87 feet to the northerly side of New Suffolk Avenue; RUNNING thence North 64 deg.58 min.20 sec.West along the northerly side of New Suffolk Avenue a distance of 906.61 feet to land now or formerly Richard I.Ginsberg and Marvin M.Brown; RUNNING thence along land now or formerly Richard I.Ginsberg and Marvin M. Brown the following four(4)courses and distances: 1. North 83 deg.50 min.00 sec. East 536.10 feet, 2. North 11 deg.28 min.30 sec.East 1055.34 feet, 3. North 12 deg.24 min. 10 sec.East 847.95 feet, 4. North 08 deg.06 min.00 sec.West 1076.79 feet to the southerly side of Main Road(N.Y.S.Rte.25); RUNNING thence along the southerly side of Main Road(N.Y.S.Rte.25)the following four(4)courses and distances: 1. North 60 deg.20 min.20 sec:East 236.28 feet, 2. North 55 deg. 17 min.30 sec.East 471.65 feet, 3. North 58 deg.21 min.50 sec.East 238.69 feet, 4. North 62 deg.08 min.50 sec.East 39.71 feet to land known and designated as Parcel to be Conveyed to the Town of Southold on Minor Subdivision'Peconic Land Trust"and the point or place of BEGINNING. CONTAINING an area of 37.6366 Acres. i Schedule D The Agricultural Area ALL that certain plot,Piece,or parcel of land,with(fie buildings and improvements thereon erected,situate,lying and being at Gutchogue,Town of Southold,County of Suffolk, and State of New York,bounded and doscribod as follows: BEGINNING at a Point on the Southerly side of Main Road(N.Y.S,Rte,25),said point being situate 1942.47 feel westerly as measured along the southerly side of Main Road (N.Y.S. Rle.25)from the intersection of the southerly side of Main Road(N.Y.S.Rte.25)willi the westerly side of Linden Avenue,said Point also being(lie intersection of the westerly line of land known and designated as Parcel to be Conveyed to the Town of Southold on Minor Subdivision,"Peconic Land Trust"and the southerly side of Main Road(N.Y.S.Rte.25); RUNNING thence along Parcel to be Conveyed to the Town of Southold and Lot I as designated on Minor Subdivision'Pec,)nic Land Trust'the following seven(7)courses and distances: 1. South 10 deg.59 min. 12 sec.East 713.51 feet, 2. South 60 deg.43 min.05 sec.West 423.96 feet. 3. South 08 deg.24 min.31 sec. East 365.47 feet. 4. South 60 deg.40 min.51 sec.West 236.81 feet, 5. South 12 deg. 17 min.18 sec.West 1160.92 feet, 6. South 06 deg.44 min.58 sec.East 384.17 feet, 7. South 11 deg.44 min.34 sec.West 1020.87 feet to the northerly side of New Suffolk Avenue; RUNNING thence North 64 deg.56 min.20 sec.West along the northerly side of New Suffolk Avenue a distance of 906.61 feet to land now or formerly Richard I.Ginsberg and Marvin M.Brown; RUNNING thence along land now or formerly Richard I.Ginsberg and Marvin M. Brown the following four(4)courses and distances: 1. North 83 deg.50 min.00 sec.East 536.10 feet, 2. North 11 deg.28 min.30 sec.East 1055.34 feet, 3. North 12 deg.24 min. 10 sec.East 847.95 feet, 4. North 08 deg.06 min.00 sec.West 1076.79 feet to the southerly side of Main Road(N.Y.S.Rte.25); RUNNING thence along the southerly side of Main Road(N.Y.S. Rte.25)the following four(4)courses and distances: 1. North 60 deg.20 min.20 sec.East 236.28 feet 2. North 55 deg. 17 min.30 sec.East 471.65 feet, 3. North 58 deg.21 min.50 sec.East 238.69 feet, 4. North 62 deg.08 min.50 sec. East 39.71 feet to land known and designated as Parcel to be Conveyed to the Town of Southold on Minor Subdivislon'Peconic Land Trust"and the point or place of BEGINNING. CONTAINING an area of 37.6366 Acres. EXCEPTING therefrom a portion of the above described parcel bounded and described as follows: 1 mow, a t1FGiNNING at a point on the southerly side of Main Road(N.Y.S.Rte.25),said. point being siluatr,, 1942,47 feet weslody as measured along the southerly side of Maim Road (NXZ, Rte. 25)frorn the intersection of the southerly side of Main Road(N.Y.S.Rte. 25)with the westerly side of Linden A'v'enue, said point also being Me inter-section of the westarly line of land known and designated as Parcel to be Conveyed to the Town of Southold on Minor ;subdivision,"Peconic land Trust"and the southerlyside of Main Road(N.Y.S.R,to.26); RUNNING thence South 10 deg.59 min. 12 sec. East along Parcel to be Conveyed to the Town of Southold a distance of 435.15 feet to a point: RUNNING thence through the above described parcel the following two(2)courses and distances: 1. South 79 deg.00 min.48 sec.West 200.00 feet, 2. North 10 deg.59 min. 12 sec.West 362.58 feel to the southerly side of Main Road(N.Y.S.Rte.25); RUNNING thence along the southerly side of Main Road(N.Y.S.Rte.25)the following two(2)courses and distances:. I 1. North 58 deg.21 min.50 sec.East 173.12 feet, 2. North 62 deg.08 min.50 sec.East 39.71 feet to the parcel to be conveyed to the Town of Sou,hold and the paint or place of BEGINNING. CONTAINING an area of 80,000 Square Feel. i n C i tl 2 w 1890 0739 Schedule C The Development Area BEGINNING at a point on the southerly side of Main Road(N.Y.S.Rte.25),said point being situate 1942.47 feet westerly as measured along the southerly side of Main Road (fJ Y,S.idle.25)from the intersection of the southerly side of Main Road(N.Y.S.Rte.25)with f the westerly side of Lindan Avenue,said point also being the.intersection of the westerly fine of lard known and designated as Parcel to be Conveyed to the Town of Southold on Minor Subdivision,"Peconic Land Trust' and the southerly side of Main Road(N.Y.S.Rile.25); RUNNING thence South 10 deg.59 min.12 sec.East along Parcel to be Conveyed to the Town of Southold a distance of 435.15 feet to a point: RUNNING thence through the above described parcel the following two(2)courses and distances: 1. South 79 deg.00 min.48 sec.West 200.00 feet, 2_ North 10 deg.59 min.12 sec.West 362.58 feet to the southerly side of Main Road(N.Y.S.Rte.25); RUNNING thence along the southerly side of Main Road(N.Y.S.Rte.25)the following two(2)courses and distances: 1. North 58 deg.21 min.50 sec.East 173.12 feet, 2, North 62 deg.08 min.50 sec.East 39.71 feet to the parcel to be conveyed to the Town of Southold,.id the point or place of BEGINNING. CONTAINING an area of 80,000 Square Feet. i i FOR INTERNAL USE UNLY �r C E SITE PLAN USE DTEVN�TIO [SEP 14 2015 .. o ukf7Tu r�u icu 2 111"1210111 °jila 1911! . U Date Sr�a�tp- I � n wC a Proj .ie: . : ect Nan _. _.._ Project Address: District .. ._ Zoning YW. ... . .. Suffolk County Tax Map No-:T0 Request t _ . ��- do :�.�n�ontlip- EEW011a�to - (Note: Copy of C3uilditlg Peit Al l� lKcatior and supporting area .� �d �� f 1 use or uses should be, subrnitteld.) r r ! -initial Determination as to whether use is permitted'. - Ian is requ - " initial-Dete.rmination as to whether sit, p w of Bui ��� 'Idi1 f 'nspe r �. .�-- g atu G .�..� Planning Department (P.D.) t .eferr,a : 4 p.D : 1 / i5_ Date of Comment:! .._,-Date Received -- Comrnents: m �� � � m n~iuw n Signature of Plantling Dept.'Staff Reviewer Final Detern nation Date: /= Decision: e'. of Rtiildina InsnPctor _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before a I in 7 TOWN HALL pP Y g. SOUTHOLD,NY 11971 4 sets ofBuildin Plans Board of 1learttlt Pending g ns_1t se......_., _....._ TEL: (631)765-1802 tom__ FAX: (631)765-9502 Planning Board approvaf_pendinsa `zmvcy Yes C South oldTown.NorthFork.net PERMIT NO. - _.. ---�-�._ .... ..._ :heeak yes Sr:staa I orrrr ........_,.—,�. I _t3r r}e/btl'1J N,Y,s D E,(,'.., ,l'ru,stecs N/A ....�, __—..._._. Examined 20..... Flood Pernrrt NM Storm-Water Assessment Form pending Approved ,,._..... .... _,20 DFA g „ Disapproved a/c____ Contact: Jazmine Fugate York, 866 6th Ave. 11th FI., Mail trr at NY 10001 New York, NY .�._ _.,n..._ ..._._.... ...--_.... .... }lrorre 10()01 2.0 b - Bui.. . ---•-s ldmg Inspector �qs PP CATION FOR BUILDING PERMIT I Date August 12 AUG 14 2015 l INSTRUCTIONS _... _. _...__.. _...w 20 15 �� .� �mmmm a.This application MUST be onrplel Sly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets rta_Ir�lurt plartJ'ax.,P �.Fee ccording to schedule. b.Plot plan showing location of lot nt d'of buildings on premises,relationship to adjoining premises or public streets or �bn• �,.rr. V,a1k t r9, c.The work covarerl layµt9irs app n grl"ron may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I f vary building permit shall expirut rt tlae work authorized lists riot commenced within 12 months after the date of issatttnee Or has rtatt been co rnlrlcted within 18 rnontkw firorn sutch date, Iftao;cloning amendments or other regulations affecting the property have been enacied in tlar,iraterarn,'the 13nildinl3 htspector ntay authorize,in writing,the extension of the permit for an addition six nte'rttths Thercallcr„ter new 1.1crrmt wlarall be required, APPLICATION ION IS 1 It REB Y MADE, to tlae Building Dgmrtntent lbr the issar:tuce of"at I�3uiltlirtg Irt;rntit ptrrstrarrk t�cr the Ilarihliarrg .rase Ordinance of tgtr. 1'own ofSo ulhold,SuflMk COUnty,Nese York,and other applicable Daws,OrdinUrtces or RegauLgions, for the Construction('4buildings,additions,ur afte rations or lair rcrttoval or dctnolition as herein described,The oplflicant af.rces to Comply with A pphc able laws,,ordinances,huilrling cardc„Itol.usnag code,and regulations,and to ardrnit. .authorized rnspeclrra.s on premises and in building for nccvssa.ry iauspectur,ns. Walker McCall,LLC by Abigail Wickhnn•r„Trustee Mr rrrlk r y kyerl c If f pr rf k ear t I "(ast i a1 F t ei 4rrr t � tF prarot4m,)._.,.,_. 015 Main Rd, Mattituck,NY 11952 1Marhng address ofapplica. nt ) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises Walker/McCall, LLC As on the tax roll or latest d aft,a F�u1t t eed) _.._...__... ra amae�and title ., at'�rtarre od�clrrl arttltor aclu,e . � r t rli f 1 �° trrr , �. of corp officer} Btr61'cicr°s License No. ° Plumbers License No. — Electricians License No. Other Trade's License No, 1. Location of land on which proposed work will be done: 22600 New York SR 25 Cutchogue House Number _- Street Hee.. �...._ amlet County Tax Map No, 1000 Section 109 Block01 8 ... ....... .,... _.,_ of Subdivision-- N/A Filed Map No. Lot ............... 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ., vacant b. Intended use and()ccul)ai1Cynew winery 3. Nature of work(check which applicable):New Building Addition Alteration— ................ Repair Removal .........................,Other .......................... 4. Estimated Cost TBD Fee $50 (Description) . ..... ................................... ............"__'................ ............... N/A (To be paid on filing this application) S. If dwelling,number of dwelling units Number of dwelling units on each floor N/A If garage, number of carsN/A Agricultural winery and farm 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. storage,see plans 7. Dimensions of existing structures,if any:Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A _HeigIjt N/A Number of Stories,N/A 8. Dimensions of entire new construction:Front 126'6" Rear 126'6" _I)cptli.118'0" Height.117 to green roof, Number of Stories-3,including barn level 36'-5 to top of barn 9. Size of lot:Front .212,83' -Rear 200' Depth.435.15' 10.Date of Purchase June 30, 1997 Name of Former Owner Russell McCall(Baxter) 11.Zone or use district in which premises are situated AC(Ag.Cons.) 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13. Will lot be re-graded?YES V NO Will excess fill be removed from premises?YES \,/NO P.O.Box 1424, 14.Names of Owner of prerniscs Walker/McCall Address Mattituck,NY Phone No. 631-298-8353 Name of Architect Address Phone No Name of Contractor —Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES —NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY7 REQUIRED.- b.Is this property within 300 feet of a tidal wetland?*YES NO � * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. N/A 18.Are there any covenants and restrictions with respect to this property?* YES V NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S&: COUNTY OF Suffolk ............... being duly sworn,deposes and says that(s)he is the applicant ................(Name of i t i d iv I signing contract)above named, .......... (S)He is the -----------------—------------ nt ;ractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application-, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. SWOM to beforemethk day ot 70/; ........................ _2 �21�� 4f �R njy Public Signature of Applicant MAILING ADDRESS: PLANNING BOARD MEAMERS r3f S 0f� P.O. Box 1179 DONALD J.WILCENSKI t' Southold, NY 11971 a Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY � ; 54375 State Route 25 JAMES H.RICH III �n ( (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOROOUNSouthold, NY Telephone: 631 765-1938 www.southoldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From; Planning p De artment Date: October 23, 2015 Re: Deferred Revenue The Site Plan Application referenced below has been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account 82115.10. Thank you. Applicant/Project Name & Tax Map # Amount Check Type Date/No. McCall Wine Production Facility 1000-109-1-38 $2676.00 9/21/15 -#161 Site Plan Application Fee Walker/ McCall LLC JAM (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MOLATON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR EPECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFlCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, RE51DENTIAL ASND MINOR COMMERCIAL DRIVEW74Y5wr � 400 Ostrander Avenue, Riverhead, New York 11901 y✓ RE51DENTIASL AND MINOR COMMERCIAL DRIVEWAY5 tel. 631.12-1.2303 fax. 631.12-7.0144 (SOURCE: NY5IDOT STANDARD SHEET 608-3 SHEET 4 OF 9) odmin@youngengincering.com (SOURCE: NYSDOT STANDARD SHEET 608-3 SHEET I OF 9) mq c po GENERAL NOTES FOR DRIVEWAY STANDARD SHEETS: SITE CONDITIONS (SIDEWALK / CURSh Howard W. Young, Land Surveyor TABLE it (I�' Thomas G. Wolpert, Professional Engineer 1. THE DRIVEWAY STANDARD SHEETS APPLY TO FIELD ENTRANCES, RESiDENT1Al DRIVEWAYS AND MNOR 22. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6" DRIVEWAY OPENING "Y" lFTJ VALUES FOR RADIUS METHOD r' �' d COMMERCIAL DRIVEWAYS. FIELD ENTRANCES AND RESIDENTIAL DRIVEWAYS ACCOW MATE AN AASHTO AND INCLUDE STEEL MESH REINFORCEMENT WITH 3" OF TOP COVER. Douglas E. Adams, Professional Engineer MINOR COMMERCIAL DRIVEWAYS (R=331 ) � � PASSENGER CAR DESIGN VEHICLE. MINOR COMMERCIAL DRIVEWAYS ACCOMMODATE AN AASHTO SINGLE UNIT TRUCK DESIGN VEHICLE. 23. FOR GRADE CHANGES REFER TO THE DRIVEWAY PROFILES ON SHEET B. VERTICAL CURVES DRIVEWAY OPENING LIMIT %+ A.\ I DRIVEWAY IL ARE RECOMMENDED TO CONNECT TANGENTS.SEE TABLE 5 -'MINIMUM LENGTH OF VERTICAL Robert G. Tost, Architect DRIVEWAY OFFSET FROM INSIDE EDGE OF TRAVEL LANEs'• Vic+ ( OPENING LIMIT O 2. DRIVEWAY WORK PERFORMED OFF THE RIGHT-OF-WAY REQUIRES AN EASEMENT OR A DRIVEWAY RELEASE. A CURVE' ON SHEET 2 FOR TYPICAL VERTICAL CURVE LENGTHS "L'. CORNER (OR OFFSET FROM OUTSIDE EDGE OF A 12'TRAVEL LANE) � `"` STEP 1 DRIVEWAY RELOCATION WILL REQUIRE A TEMPORARY EASEMENT MAP. ANGLE 12' 13' 14' 15' 16' 1T' 18' 19' 20' 21` 22' - \ 24. WHERE THE EXISTtW GRADE OF THE DRIVEWAY PROFILE IS LESS THAN OR EQUAL TO 27. (01 fl'l (21 l31 (41 (51 (6') (71 (81 (9') ua) ---1-- -- -� Iv 3. IF COMMERCIAL PROPERTY DEVELOPMENT PLANS INVOLVE NEW OR MODIFIED ACCESS TO A STATE HIGHWAY A MATCH THE CROSS SLOPE OF THE SIDEWALK TO THE EXISTING DRIVEWAY PROFILE GRADE. 60° 482 44.6 41.1 39.0 36.T 34.8 32 8 31 2 29S 27.9 262 EDGE OF PAVEMENT STEP 2-- , "Y" "Y"I ---STEP 2 COMMERCIAL HIGHWAY WORK PERMIT APPLICATION {FORM PERM 33-COM) MUST BE FILLED OUT AND _«�--_ v__...__ T.- SUBMITTED TO THE REGIONAL PERMIT COORDINATOR. 25. WHERE THE EXISTING GRADE OF THE DRIVEWAY PROFILE EXCEEDS 2X SAWCUT THE DRIVEWAY 650 43.3 39.4 36.T 34.1 322 30.2 28.2 1 26.6 24.9 23.6 22.3 - _,_,_•--- -- __„ „ '� ""'-"- IN NEW SHOULDER AND RECONSTRUCT A MI!MUM OF 2' ON BOTH SIDES OF THE SIDEWALK, TO TRANSITION - -' 4. SEE THE DRIVEWAY TABLE IN THE CONTRACT PLANS FOR SPECIFIC DRIVEWAY LOCATIONS, WIDTHS t"N 1, FROM THE EXISTING GRADE OF THE DRIVEWAY PROFILE TO THE SIDEWALK CROSS SLOPE. 70° 38.7 351 322 29.9 21.9 25.9 243 226 21.3 20.0 18.7 OUTSIDE EDGE OF TRAVEL LANE i cr X "SK") DRIVEWAY 4'-O" MIN. DRIVEWAY WITHIN RIGHT OF WAY CORNER ANGLES,LENGTHS rL"),MATERIAL,AND ENTRANCE TYPE. 758 34.8 312 28.5 262 24.3 22.6 21.0 19.4 16.0 16.7 15.7 - OFFSET 26. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2 - 'MAXIMI CONSTRUCTION NOTES (NO EXISTING OR 5. DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAY SLOPE'ON SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS 80° 312 21.6 24,9 23.0 21.0 19.4 1T.7 16.4 15.1 14.1 128 y DIRECTION OF TRAVEL 1/4 _3/4'%FT PROPOSED SIDEWALK) �•Oy PPRROVIDEDSATICROSSINGS+OEUNCONTROLLEDODRIVEEWYAROttDETECTABLE WARNING SURFACES SHALL NOT BE MAXIM DESIGN AND LAYOUT SSSHALL LOPPE OF 7S5-�THELRUNNINAST G OPE UNNING FOOR�WORRKK POSSIBLE,WITH 1• PERMITTEE WILL BE RESPONSIBLE TO GLEAN EXISTING DRAINAGE 85° 27.9 246 22,0 20.0 18.0 16.7 IS.t 13.8 12.8 114 10.5 i SLOp1_ 3p3o _� SHALL BE A MAXIMUM OF 8.3X. WHERE EXISTING CONDITIONS DO NOT ALLOW THE BASINS ALONG AND IMMEDIATLEY ADJACENT TO THE STATE ROAD _Y_ - r 6. THE TAPER METHOD IS GENERALLY NOT RECWNDEO FOR DRIVEWAYS WITH A DRIVEWAY OFFSET LESS CONSTRUCTION OF A SIDEWALK RAMP AT 8.3X OR LESS Rl1MIlNG SIDE, THE RAMP LENGTH 90° 24.9 21.1 19.4 )7a t5.t 14.1 t2.s 115 10.5 9.5 Bs SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION. INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF A 2-LANE HIGHWAY) THAN 16 FEET,UNLESS IT CAN BE FIELD VERIFIED THAT THE DRIVEWAY ENTRANCE WIDTH WILL SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN AND LACE. THE RAMP LENGTH 95° 22.3 19.0 16.7 14.8 134 11.8 10S 9.5 $4 7.5 6.9 ACCOMMODATE THE VEHICLES THAT USE THE DRIVEWAY ON A REGULAR OASIS. SHALL NOT BE REQUIRED TO EXCEED 15'-0" FOR WORN( ACCEPTANCE. 100° 19.7 16.7 14.4 12.8 112 9.8 8,9 75 6.6 5.9 52 7. TYPE 3 AND TYPE 4 DRIVEWAY ENTRANCES CAN BE USED WITHOUT CURB iF A TAPER STYLE ENTRANCE 27. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT 2• REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING A5 105° 17.T 14.8 12.5 10.8 92 8.2 6.9 5.9 52 4.6 33 BETTER MATCHES THE HIGHWAY CORRIDOR AESTHETICS OR SPECIFIC SITE CONDITIONS THAN A RADIUS UPGRADE TO PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAY) ORDERED BY STATE ENGINEER. 110° 15.4 12S 105 8.9 T.5 6 6 5.6 4.6 3.9 3 3 2 6 PRELIMINARY DRIVEWAY OPENING LAYOUT STYLE ENTRANCE. OR RUNNING DOWN THE DRIVEWAY IDOWNHILL DRIVEWAY SLOPE). IF CONDITIONS MAKE THE DRIVEW,4Y SECTION ADDITION OF A SHORT UPGRADE iM'RACTICAL. USE 1" CURB REVEAL AND CONTINUE CURB 3. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE 1150 1M lu 8.9 T2 5.9 4.9 4,3 33 2.6 2.3 1.6 8, UP TO 10" OF HMA MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. ACROSS THE DRIVEWAY OPENING, TYPICALLY. CURB REVEAL WILL NOT BE CONSTRUCTED IN ALTHOUGH THE DETAIL ONLY SHOWS A RADIUS ENTRANCE TYPE,THE DETAIL APPLIES RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC DRIVEWAY, IT WILL BE SETTLED WITH A GREATER THAN I/4" LIP OR CRACK OVER 3/8" WIDE 120° 115 8.9 T2 5,6 4.6 3.6 3.0 2.3 1.6 1.3 1.0 TO BOTH RADIUS AND TAPER METHODS OF LAYOUT.FOR THE VALUES OF "Y" REFER NTS 9, UP TO 9" OF POC MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS, NOTED iN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE 'COMMENTS'COLUMN.TO TABLES 9 THROUGH 13.FOR THE VALUE OF "SX" REFER TO .ABLE 14. B REPLACED TO MEET AMERICANS WITH DISABILITY ACT 10, UP TO 12" OF SUBBASE MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. (ADA) REQUIREMENTS. 11. THE DETAILS SHOW THE PAVEMENT LENGTH ("PL") EXTENDING TO THE MINIMUM PAVING LIMIT ("MPL"). ENTRANCE TYPES HOWEVER, THE 'PL" CAN EXTEND BEYOND THE "MPL" AS SPECIFIED IN THE CONTRACT DOCUMENTS. 28, THE ENGINEER MAY INTERCHANGE TYPE 1. TYPE 3 AND TYPE 4 RESIDENTIAL DRIVEWAYS TO 4. ALL WORK WITHIN THE NEW YORK STATE RIGHT OF WAY SHALL 12. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI !EXAMPLE: SIDEWALK EDGE, WHERE BETTER MATCH THE EXISTING ENTRANCE TYPES ALONG THE HIGHWAY CORRIDOR WHILE CONFORM TO NEW YORK STATE DEPARTMENT OF TRANSPORTATION THE DRIVEWAY GRADE MATCHES EXISTING GROUND,OR LAYOUT POINT). FOR REFERENCE, A REASONABLE CONSIDERING AVAILABLE SPACE,CONSTRHCTABLE 4 SAFETY, AND NTRANIONALI7Y. STANDARDS. 1 LENGTH FOR TAPERING THE TIP-UP SECTION BACK TO THE EDGE OF DRIVEWAY IS 3 TO 4 TiMES THE THE DRIVEWAY TYPE SHALL COMPLY WITH TABLE 1 - DEUVENAY ENTRANCE TYPE SELECTION' LENGTH OF CURB DROP. THE TIP-UP SECTION IS NOT PART OF THE DRIVEWAY OPENING WIDTH.REFER TO ON SHEET 2. NYSDOT STANDARD SHEET 609-02 "MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITIONWID5. PROJECT SITE LIES AT NYS RTE 25 MILE MARKER 0"104-1556. 1 297.3' 201.6' 29. FOR AND CORNER ANGLE 20'-0"AND/�fROM THEEDGE D(�xAIE�NTTRAVELEIAI)�. THE 13. TO DETERMINE THE LIMITS OF SHOULDER RECONSTRUCTION. REFER TO THE DRIVEWAY OPENING TABLES ON 6. NO RUN OFF FROM THE SITE WILL DRAIN ONTO STATE HIGHWAY. SEE CONSTRUCTION NOTES 8 8 9 SHEET 4 FOR NO SHOULDER (0' OFFSET). 30. FOR A OE-WAY DRIVEWAY ENTRANCE OR EXIT,THE DRIVEWAY ENTRANCE WIDENING IS ONLY REGARDING EXI5TING TREES NECESSARY ON ONE SIDE OF THE DRIVEWAY TO ACCOMMODATE THE SHARPER TURNING f 922' 1 I 14. FOR PCC SHOULDERS, SEE STANDARD SHEET 502-02 FOR LONGITUDINAL JOINT TIE DETAILS. MOVEMENT,ONE-WAY DRIVEWAYS WILL BE IDENTIFIED ON THE DRIVEWAY TABLE OF THE 7. PROVIDE INLET PROTECTION FOR ANY DRAINAGE INLETS WITHIN THE PROJECT LIMITS CONTRACT PLANS UNDER 'COMMENTS'.FOR CURBED HIGHWAYS, A SMALL CORNER CURB IMMEDIATLEY ADJACENT TO THE STATE ROAD SITE FRONTAGE. t5. DIMENSIONS AND ANGLES MAY BE INTERPOLATED FOR VALUES OTHER THAN INOSE SHOWN IN THE TABLES. RADIUS OF 2'(OR '1/2 BULLNOSE'CURB ALONG LOW SPEED HIGHWAYS)SHALL BE CONSTRUCTED TO ELIMINATE A SHARP CORNER BEND IN THE CURB LINE (WHICH IS SAFER FOR i CENTERLINE OF PPOP05ED FULL DEPTH 16 THE SHOULDER PAVEMENT THICKNESSES SHOWN ARE DEFAULT VALUES UNLESS OTHERWISE SHOWN IN THE SNOWPLOW OPERATIONS). 8. EFFORTS SHOULD BE TO MAINTAIN AS MANY OF THE EXISTING ROW LINE ' ?0 PLANS. MATERIALS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. DRIVEWAY ASPHALT PAVEMENT � Sa ASPHALT HEALTHY TREES ALONG THE FRONTAGE OF THE SITE, PARTICULARLY CONC. CURB DRIVEWAY IN THE ROW. ?s ' 0- 7 0 WIDTH / LENGTH: MATERIAL: ASPHALT \ ? OFFSET LINE �s DI o9 s3 DRIVEWAY EDGE OF PAVEMENT _ _ __ \ 31. FOR DRIVEWAY MATERIAL REQUIREMENTS USE TABLE 3 - 'DRIVEWAY MATERIALS AM THICKNESS' 17. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING 9. REMOVE DEAD TREES ALONG NY 23. EXI5TING CONCRETE - -- - �`�� EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' (OR A ON SHEET 2. TRIM DEAD, DAMAGED OR LOW OVERHANGING TREE LIMBS FROM THE "_._ .._� ?? 27 APRON TO BE REMOVED I "1/2 BULL NOSE" CURB ALONG LOW SPEED HIGHWAYS),PROVIDED THE DRIVEWAY OPENING MEETS THE NE -- I�u �{ ( -f 5 7 \ REQUIREMENTS OF THE "DRIVEWAY OPENING" TABLES O( SHEET 4. TREES BE51DE NY 25. MAIN`i. �0A� \�. I „'�, ���. ? I > GB#1 2 32. �GRAVEL ENTRANCES, THE MATERIAL WITHIN THE PAVEMENT LENGTH (-PL")CAN CONSIST - - SHOULDER WITHOUT REMOVING ANY OF THE EXISTING SHOULDER MATERIAL. 16' O' S AYEL OR STONE BE CONNECTED TO THE EDGE THE HIGHWAY TREE LIMBS LOWER THAN HOULD BE REMOVED FROM THE (IVDOUBLE YEsLOW uNEs T _ _-_- - ?2 / RIM-21.30 ` � = = =� - 18. FOR RESIDENTIAL DRIVEWAYS. THE MINIIAIM PAVING LIMIT SHALL BE 10'FROM THE OUTSIDE EDGE OF mac_•.•` `- - ss ? -21 ? = - _ ANYFOR ADJOINING STREET TREES IN A SYMMETRICAL MANNER TO ENSURE ?R 7R / -_- --» 'X 3- -- = -�• - _ ?3R3 X23/ / O7 GB#I.1 - ,2 5•g' IE=1'1.30 / I 7 Oi °¢ TRAVEL LANE OR LIMIT SHSIDEWALKALL BE 3PRE0'FROM THE OUTSIDE TRAVEL LANE,OR 2'L TREES ARE NOT DAMAGED BY PA551NG VEHICLES. RIM=21.10 -L-� - _ - - - - - --_- - - i /2 BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE --- -- T BACK TO THE BRANCH BARK COLLAR NEATLY - - UNE_--- IE=1 .08 - ' �' -... _ ----- - - �,__. �. Y R LEAVING NO STUBS. WHITE -•- _ _ l ,� PAVING LIMIT MAY EXTEND BEYOND THE MiIMIT PAVING LIMIT FOR NEN DRIVEWAYS AND TO TRANSITION TO -??� ??SS DI ��WG� �� �` �T -- _. EXISTING PAYED DRIVEWAYS. THE PAVING LIMIT WILL 8E NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT _ X24' __.�__ ` ? 0 - - - , , - _ _ ' ! 7896797 DI 7889 PLANS. __•___.,__'-..----- '--""'�-- _---_�_ .____ EDGE OF PAVEMENT - - - DNC. CURB �? _ _ _ _ _ - �g9 07? ` _- - - -23 - 22 MILE MARKER \ cONc.culls d 19. FOR GRADING AND CONSTRUCTION REQUIREMENTS OF TRANSITIONS FROM PLACED HMA TO EXISTING HMA 10. ALL DRAINAGE GRATES WITHIN THE PROJECT LIMITS SHALL BE unU rY u�Roz - - L 3 4. �o�oa- 5� ? \ � 4 63 DRIVEWAYS, REFER TO DETAIL 9 -"TIE-IN TO EXISTING DRIVEWAYS" ON SHEET 9. AND TABLE 3 - INSPECTED AND ADJUSTED TO IMPROVE BICYCLE 5AFTEY BEFORE 3 POLE _ - - - - - ,� 'i - ?7 R -27- - X68 0 "DRIVEWAY MATERIALS AND THICKNESS" ON SHEET 2. AND AFTER COMPLETION AS FOLLOWS: ?3s8? ROW UNE / - - - - - - \ I ?� �? 6 20, FOR PCC DRIVEWAYS, REFER TO THE 502 SERIES STANDARD SHEETS FOR METAL REINFORCEMENT,JOINT (A) IF THE EDGE OF THE FRAME IS DIRECTLY ADJACENT TO THE CURB D - 0 0\ s 7 ?� TIES, SAWING AND SEALING.ETC SIGN p � \\ �? \ � 33 � / \ 3• ss OR THE EDGE OF PAVEMENT THEN THE GRATE SHALL BE ADJUSTED 6 A rJ ASPHALT 21. A 5' MINIMUM BUFFER ZONE SHALL BE USED UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. TO THE MAXIMUM EXTENT AWAY FROM THE CURB OR THE EDGE OF PAVEMENT TO MIMIMIZE THE GAP BETWEEN THE FRAME AND GRATE DRIVEWAY ALONG THE PROBABLE BICYCLE WHEEL PATH. /G- _ a (B) AFTER ADJUSTMENT THE FRAME SHALL BE SECURE AND r, ti\ NON-ROCKING: ANY MISSING BOLTS SHALL BE REPLACED: AND THE 40 9 _ si - - - - - - - - - - - - - - - -S S - - ! _ w ?o, FRAME, GA5TING, AND SURROUNDING PAVEMENT SHALL PROVIDE AN NC y 4 I O EVEN, CONTINUOUS, AND NON-JARRING SURFACE FOR THE PATH OF �000/8 TRAVEL OF THE BICYCLE hHEEL5. THE APPLICANT SHALL REPAIR ANY OF THE AFOREMENTIONED DRAINAGE STRUCTURE DEFICIENCIES ACCORDING TO THE DIRECTION AND APPROVAL OF THE NY5 DOT. O ' / '00, 0 �/ RESIDENTIAL AND MINOR COMMERCIAL DRIVEWAYS ELEVATION DIFFERENCES BETWEEN THE PAVEMENT AND / � $N �o�'ydo FRAME/GRATE OF 1/2 INCH OR MORE SHALL BE CORRECTED WITH A o \ /o,AO EXISTING PAVEMENT (SOURCE: NYSDOT STANDARD SHEET 608-3 SHEET 9 OF 9) TRANSITION OF 1/2 INCH PER FOOT. ��C' �o�/,4O<S 1 l ^�Or 1-V SAWGUT EXISTING PAVEMENT (ONLY) 4 SEAL JOINT ,A!, h O O :ti '5t0 O b pRI`h �f C/1- 6 A� l 5ANCUT PAVEMENT ALONG THE EXI5TING TRAVELED sEp a 8p LANE LINE AND RECONSTRUCT ENTIRE SHOULDER. A APPL I CANT ?SDs a`� NEW SHOULDER 4'-0" MIN. 1 �, t„ McOALL WINERY ATTN: RU55ELL McGALL 22600 MAIN ROAD (NYS RTE. 25) 1/4"-3/4"/FT. NOTE: sl, GUTGHOGUE, NY 11dI35 SLOPE I. E5AL = <50 MILLION. P 2. DEPTH TO BE INCREASED BY REGIONAL PERMIT ENG. a c� OPTIONAL i" CURB ` / \ -26- TO 8" (3 LIFTS) IN AREAS WITH HIGH TRUCK TRAFFIC REVEAL ITEC NOTE 27) � ENGINEER'S CERTIFICATION / ILLI/ \ 7�ll iD MIN. CIIEBDTERTiAIL�tON (SERPyf9 -DRTYENAY OPENING ouq,Fy � D ° s _� ON SHEET 8) \ V �7 LIMIT (TYPJ • I HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR 5EWAGE -11' �) DISPOSAL SYSTEMS) FOR THI5 PROJECT WERE DESIGNED BY ME � Y � � 0 / �\�\�??\ �'• � '� 2" TOP COURSE - ITEM 402.Og8102 �� � _ _ ', _ _ _ _ _ _ _ / ��" +` n O ? \�2 // i a" EXISTING CUATB - - - - - - ` r OR UNDER MY DIRECTION. BASED UPON A CAREFU OROUGH 2-1/2" BINDER COURSE - ITEM 402.Ic18r-f02 '- ;'-T ' HIGHWAY EDGE of PAVEMENT STUDY OF THE SOIL, SITE AND GROUNDWATE D rOR, ., �7J n� ? r i FACILITIES, AS PROPOSED, CONFORM TOT UFF L pO 6 BASE COURSE - ITEM 402.378902 SHOULDER WIDTH! �. r r 1 r ��;.r DIRECTION OF TRAVEL DEPARTMENT OF HEALTH SERVI0 5 CONS Gl` T; Af '� V UJ 7/� /fie 2� "_ .�s a S' 6" SUBBASE - ITEM 1'1304.101199 S ' .�,' � �' �`�= 1 �-------�--------- EFFECT AS OF THIS DATE. � .� �'' `ate '� �'• EDGE OF TRAVEL LANE � "' 7 t , _ _ DRIVEWAY D_PENiNG ! ', ,, }{ fi �� �j / P` :•'O-- - k_: _ /a/ TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTS ITEM 40-1.0102 SANCUT RIVISEROTE 17) -' t -SAWCU7 Arm ev �\ - (SEE NOTE 13) TT z ASPHALT PAVEMENT CONSTRUCTION LIMITS OF SHOULDER RECONSTRUCTION t (WITHIN N.Y.S. RIGHT OF WAY) DETAIL 8 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n < �, -�' - ,27_ _�� NTS TYPICAL DRIVEWAY ENTRANCE THOMAS C. WOLPERT, N.Y.S. F.E. NO. 61483 _ _ \ O o n. LIMITS OF SHOULDER RECONSTRUCTION DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808�i 7 r O e0� 0 0 ✓ �� (L �/ a r 5URVEYOR'5 CERTIFICATION 28 ` "`,, '':= -' �8 ,o�4 ; ° �� ASPHALT PAVEMENT CONSTRUCTION 5=04-t. I. ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT • I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING 2 •' 29'00 �y TO EXISTING FULL DEPTH ASPHALT PAVEMENT. WHERE THE EXISTING PAVEMENT IS CONCRETE, CONCRETE WIDENING MUST BE USED. WHERE BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR n\N THE EX15TINO PAVEMENT 15 COMPOSITE, A COMPOSITE WIDENING MUST UNDER OUR DIRECTION. -. BE CONSTRUCTED. � ,,--`" +,;.i _ 4 a RES I DENT I AL AND MINOR GOMMERG I AL DRIVEWAYS : v 2. WHERE THE EXI5TIN6 PAVEMENT GR055-5LOPE 15 DIFFERENT FROM /` a S 45 _ 3 n Q 1/4" PER FOOT, THE PROPOSED PAVEMENT SLOPE SHALL MATCH THE (SOURCE: NY5DOT STANDARD SHEET 608-3 SHEET 5 OF ci) EXI5TING PROVIDED THE SLOPE WILL BE 3/16"/FT. MINIMUM AND i y G F<,Q�FR ?o �\ l/ l 3/5"/FT. MAXIMUM. WHERE A SLOPE WITHIN THI5 RANGE CANNOT BE TABLE 6 r _ - - - Gr�r ''S p �a 0/ OBTAINED, RESURFACING OF THE EXISTING ROADWAY TO CORRECT RADIUS METHOD - CORNER RADIUS _ N ITS GROSS-SLOPE MAY BE REQUIRED BY THE REGIONAL PERMIT .`,•!, _ C / DRIVEWAY CLASSIFICATION R �V l '. `;5 PI -- S ENGINEER. ,. ., c� 3?Cn / _ - i / DRIVEWAY OPENING LAYOUT: �> THERE ARE TWO RECOMMENDED DRIVEWAY OPENING WIDENING METHODS: RESIDENTIAL "W" 5 13' 16' HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 _ ® 7 (1.)THE RADIUS METHOD,WHICH UTILIZES A CIRCULAR ARC TO WIDEN THE DRIVEWAY. AND p`(� "',!!! 0 1 9�9 / 4 5FECIAL NOTE5 FOR F& BINDER AND MIX DE516N LEVEL ESTABLISHEDEFLAREHRRAATE7(ICN UTILIZES A STAAIGH7 TAPER WIDENING OUT AT AN " SLD RESIDENTIAL "W" >13' 13' ?sgTiAS pt0 MINOR COMMERCIAL (ALL WIDTHS) 33' ro� Z4�N9�� oo = l 28 �_ / REOUIREMENT5 OF THIS NOTE APPLY TO ALL SECTION 402 AND THE RADIUS METHOD IS THE TYPICAL METHOD, ALTHOUGH THE TAPER METHOD IS Al s / 0'0/- G =•> -` ?� REASONABLE ALTERNATIVE FOR URBAN AREAS AND OTHER AREAS WHERE IT MIGHT BETTER O r` 10' -„ �7 SECTION 404 ASPHALT (HMA AND WMA) ITEMS IN THI5 CONTRACT MATCH THE HIGHWAY CORRIDOR AESTHETICS AND FUNCTIONALITY.SEE TABLE 4 - 'DRIVEWAY �'� So` / �g ENTRANCE TYPE SELECTION'ON SHEET 2 FOR ADDITIONAL VARIABLES CONCERNING THE t SELECTION OF A DRIVEWAY OPENING WIDENING METHOD. STEP 3 PG BINDER 1115' 61 �" -ARC TANGENT R I ��/ USE A PG 64H-22 (HIGH) MEETING THE REQUIREMENTS OF AASHTO M Rio ZNBLE_ sA POINT RYPJ MoCALL WINERY q.� <7 Y C� 2U SPS A- STEP 2 ------- U c 3 d O� O s 332, STANDARD SPECIFICATION FOR PERFORMANCE GRADED � 6 \% `I / RADIUS METHOD OF LAYOUT: ---------- -- ----- ---- ---- - o: � /N � 1 ASPHALT BINDER USING MULTIPLE STRESS CREEP RECOVERY (MSGR), - -- �-Z'` , " f"`- /' FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR THIS STEP 1. LOCATE AN OFFSET LINE 11' PARALLEL FROM THE INSIDE EDGE OF THE OUTERMOST \-STEP 4 at Gutchougue, Town of Southold M c / O O i s PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED TRAVEL LANE. `, Suffolk County, New York N F/ tiiT (0 ` �`'A AAs l FOR THIS PG BINDER. STEP 5- s��SFoGR \ lS'4 ` / VP STEP 2. SCRIBE A LINE PARALLEL TO THE OFFSET LINE, OFFSET "R" FEET(SEE TABLE 6). �` , RADIUS = "R 6 I STEP 3. SCRIBE A LINE PARALLEL TO THE EDGE OF DRIYEWAY WEAR SIDE).OFFSET "R" RADIUS = "R' STEP 6� 0 ° WHEN TERMONAL BLEND ORM PG BINDER 15 USED, THE FOLLOWING FEET. (SEE TABLE 6) \ `r"� CORiER CORPE� i OPENING f-ARC TANGENT o SC4p/dR / / O / / SHALL APPLY: 7^v ANGLE ANGLE r/ OPENING I POINT (TYPJ �1Y5 ROAD IMPROVEMENT �'Ll�l STEP 4. FIND THE CENTER POINT OF THE CORNER RADIUS ARC, WHICH 1S LOCATED AT THE OUT 1 IN / INTI tTYPJ I INTERSECTION OF THE LINES FROM STEPS 2 AND 3. _ fl' O CRUMB RUBBER PARTICLES SHALL BE FINER THAN 330 SIEVE SIZE. sHOLIDER WiDTH r' v - - �� � 4- HIGHWAY EDGE � THE GPM PG BINDER SHALL BE STORAGE-STABLE AND STEP 5. FROM THE CENTER POINT,SCRIBE AN ARC WITH RADIUS "R". WHICH IS TANGENT TO ITEC NOTE 19) i+ r - of PAVEMENT �/ 0 6 Op BOTH THE OFFSET LiNE AND THE EDGE OF DRIVEWAY. THE ARC SHOULD INTERSECT oUT51 EDGE of 2 County Tax Map District 1000 Section LOQ Block 01 Lot 38 0 38 .78 �6 b F FS/ / HOMOGENEOUS. THE LINES AT THE DISTANCES "X" LiSTED IN TABLE 7. DISTANCES IN TABLE 7 ___ -- - _ _ TRAVEL LANE_ "_�i _ _ _ i s6 ti /?�opF j 1 THE DYNAMIC SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-mm SAIP. ARE AS MEASIBUED FROM THE INTERSECTION POINT OF THE OFFSET LINE WOT THE __ _ __ _____„ -_ - _ --- l 1-:_ SEPT _t--- _ MAP PREPARED AUG. OI, 2016 _ 30 F EDGE OF TRAVEL LANE) AND THE PROJECTED EDGE OF DRIVEWAY TO EITHER OF THE t O / a THE CRM PG BINDER SHALL BE 99915 FREE OF PARTICLES RETAINED ARC TANGENT POINTS (SAME DISTANCE ALONG THE OFFSET LINE OR ALONG THE U NX„ OFFSET LIRE /i „X» 28 3? s4 i i ON THE 600 um SIEVE A5 TESTED IN AGGORDANGE WITH SECTION 5.4 PROJECTED EDGE OF DRIVEWATI. l� =! \, I �+ -- -® -► DRIVEWAY Record of Revisions So r `D OUT � I 1H OFFSET OF M 332. STEP 6. FIND THE DRIVEWAY OPENING LIMIT POINT WHICH IS WHERE THE ARC INTERSECTS TRAVEL LANE REVISION DATE 30 , �� / THE HIGHWAY EDGE OF PAVEMENT. WIDTH DIRECTION OF TRAVEL �L- INTERSECTION POINTS ll' 3 / USE OF POLY-PHOSPHORIC ACID (PPA) TO MODIFY THE PG 51NDEP -�-- --- - A •O STEP T. REPEAT STEPS I - 6 FOR THE OTHER SIDE OF THE DRIVEWAY OPENING, 2b /0, / PROPERTIE5 15 PROHIBITED FOR MIXTURE5 CONTAINING LIMESTONE, 2� �o /'4. <S / LIMESTONE A5 AN AGGREGATE BLEND COMPONENT, LIMESTONE A5 A FIELD LAYOUT NOTES: eO� e�y?89 �65t��� CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR RECYCLED - INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE 1F 2-LANE HiGHWAY) �<2890pF �7 RHA2 I CR�p�6Fio jl ASPHALT PAVEMENT (RAP) THAT INCLUDES ANY LIMESTONE. THIS FOR THE RADIUS METHOD OF LAYOUT, IF OBSTRUCTIONS HINDER THE ABILITY TO SCRIBE THE CORNER ANGLE ARC FROM THE CENTER POINT,LOCATE POINTS ALONG C� 9 PROHIBITION AL50 APPLIES TO THE USE OF PPA AS THE ARC BY USING "Y" VALUES FROM TABLES 9 THROUGH 11 ON SHEET 4 AT RADIUS LAYOUT n0/,1 NF Ofi $� o j CRO55-LINKING AGENT FOR POLYMER MODIFICATION. VARIOUS RITO THE OFFSETS PY" IS MEASURED FROM THE PROJECTED EDGE OF (FOR VALID FOR R SiD NTIAL"OO"R MINORSEE COMMERCIAL BLES RCS DRIVEWAYS RESPECTIVELY) D I� IN E r �firmer/ T4/NSD�� I l / % // MIX DESIGN AN NTH �C N�-,g O,//6`� L y RCS` / ry THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORD GE W SEP 1 2016 THE GRIERIA SPECIFIED IN THE HMA ITEMS THAT ARE APPROPRIATE Scale: A5 SHOWN 7,4$`C ROAD IMPROVEMENT f'L,4N // // // FOR AN ESTIMATED TRAFFIC LEVEL OF < 30 MILLION E5AL.S. Southold Town JOB NO. 2014-0201 � Planning Board DWG. 2014_0201_siteplan I OF 2 a I FS (WITHIN N.Y.S.I RIGHT OF WAY) 1" = 30' (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.721.2303 fax. 631.727.0144 admin@youngengineerfng.com TABLE NYI-A TABLE 61HA FORMJLAS FOR DETERbMG TAPER LENGTHS TABLE GC-3 � �y BARRIER VEHICLE USE REOUIREXNTS SPEED LIMIT IS) TAPER LENGTH L) TAPER LENGTH FOR TEMPORARY } } ILONG TERM, INTEERMiEDIAT€ TERM], AND SHORT TERM STATIONARY CLOSURES) IMPRI FT.) l =TAPER LENGTH TRAFFIC CONTROL ZONES eeeJJJ well eeJJ T (FTJ 4,5 140 WHI OR LESS L=WS2/60 S 2 WIDTH OF 11C SE POSTED SPEED IiMIT GPM) TIFF OF TAPER TAPER LENGTH L) Howard W. Young, Land Surveyor USE REQUIREMENTS _ WORIG ZONE TRr4FF I G CONTROL 145 NPH)OR MORE L -IS MERGING TAPER L Thomas G. Wolpert, Professional Engineer NON-FREEWAY SHIFTING TAPER L/2 GENERAL NOTES Douglas E. Adams, Professional Engineer CLOSURE TYPE EXPOSURE CONDITION1 4PRECONSiRUCTION POSTED SPEED LIMB SHOULDER TAPER L/3 FREEWAY STANDARD TAPER LENGTHS ONE-LAE. TWO-WAY TRAFFIC TAPER 100 FT. MAXIMUM (SOURCE: NYSDOT STANDARD SHEET 619-10)k45 19-10) Robert G. Tast, Architect TROL 2 45 mm 5"0 MPH S 30 MPH LATERAL SHIFT TEMPORARY TRAFFIC CONZONE POSTED WEED LIMIT DOWNSTREAM TAPER 100 FT.PER LAONE WORK ZONE TRAFFIC CONTROL LEGEND DE TRAFFIC VES ON ES FE)OT ORA REt81IIRED3 REQUIRETYT REf IIRED3 NX'TIONAL2 FLOW PATH (25 MPH) R0 MPH) D5 MPH) 140 MPH) N5 MM 60 MPH) 65 MPH) 160 MPID 065 MPH) RQ MPH) SYMBOL DESCRIPTION GENERIC NOTES TO TRAFFIC 4 45 60 65 Ito 180 200 220 240 260 280 1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD,REFLECT LANE CLOSURE NON-TRAVERSABLE HAZARD 5 55 75 105 13S 225 250 275 300 325 350 0 PANEL THE M24I1AUA REQUIREMENTS. 11E,EGl1![PMCLNT.MATERIALS. REQUIRED' REQURE63 OPTIML2 OPTIONAL' 6 65 90 125 160 270 300 330 363 390 420 EXCAVATION)ONLY 2. THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING,PROPOSED REVISIONS TO NO WORKERS EXPOSED 7 75 105 145 190 3]5 350 385 420 455 490 ��', ARROW PANEL,CAUTION MODE THE TRAFFIC CONWR01. PLAN FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR WORKERS ON FOOT OR 6 85 32D 165 215 360 400 440 480 520 56D HIS/HER DESIGNEE FIVE G)WOW DAYS PRIOR TO THE PLANNED DiPLEW)ITATRNN OF SUCH 3 3 2 2 9 95 135 1B5 240 406 450 495 540 585 630 PROPOSED REVISIONS.EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC IN VEHICLES EXPOSED REQUIREO REQUIREO OPTIONAL OPTIONAL TNFNF ARROW PANEL TRAILER OR SUPPORT CONTROL PLAN. SUCH CHAFES IN SCOPE MAST BE SUBMITTED TO THE ENGINEER FORTO TRAFFIC 10 105 150 205 270 450 50D550 600 650 700 APPROVAL BY THE REGIONAL DIRECTOR OR H1SAU DESIGNEE THIRTY(301 WORKING DAYS SHOULDER CLOSURE 04-TRAVERSABLE HAZARD 11 115 1 165 225 295 495 550 605 660 T15 TiO H CHANGEABLE MESSAGE SIGN PMMSS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. IE.ECUDPUENT,MATERIALS. WMI RED' OPTIONAL' OPTIONAL' OPTIONAL2 t? 125 1 180 245 320 540 600 Go 720 TBO 840 EXCAVATION)ONLY 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER,IN WRITING,WITH THE HAMS ADDRESSES.AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SEaRE LABOR. NO WORKERS EXPOSED ® CHAG!ELIZING DEVICE MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NGRMAL WORKID HONES.THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE I" pp� CRASH CUISHION/TEMPORARY IMPACT ATI MOTOR YORK STATE POLICE, THE RESIDENT ENGINEER,AND THE LOCAL POLICE. t. THE EXPOSURE CONDITIONS OESMED IN TABLE NYI-A ASSUMES TR)ERR,IS NO POSITIVE PROTECTION TABLE 619-4 ® ACTIVITY AREA (TEMPORARY TRAFFIC BARRIER)PRESENT. WHERE WORKERS OR HAZARDS ARE PROTECTED BY A TEMPORARY FLARE RATES FOR POSITIVE BARRIER TRAFFIC BARRIER.BARRIER VEHICLES ARE NOT REQUIRED. �.,.�,. DIRECTION DE TEMPORARY TRAFFIC DETH t 1. THE CONTRACTOR SHALL MAINTAIN A MINiMUM 300' LONGITUDINAL DISTANCE BETWEEN 2. WRERE THE RENXIIREMENT IS "OPTIONAL",E[TH!ER A BARRIER VEHICLE OR THE STANDARD LONGITUDINAL TABLE 6C-2 POSTED SPEED LIMITRU ON OOPEERAT ON ALTERNATE SIDES OF THE ROADWAY,UNLESS OTHERWISE BUFFER SPACE 11TARE 6C-2)SPALL BE MOYIDE& LONGITUDINAL BUFFER SPACE TYPE OF POSITIVE BARRIER 30 40 50 55 65 -fl DIRECTION OF TRAFFIC MPH MPH MBH MPH MPH 2. WiZEN TWO OR MORE AREAS ARE ADJACENT OVERLAP.OR ARE IN CLOSE PROXIMITY THE 3. REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE PRECONSTRUCRON TEMPORARY COHCIETTE BARRIER 811 Ild 1416:1 2011 FLOGGER CONTRACTOR SHALL ENSURE lTiEliE ARE N�COPFLICTIG SIGNS ADD THAT LAE CbNTINAITY AND EACH CLOSED PAVED SHOULDER 8' OR GREATER IN WIOTTL IF THE WORK SPACE MOVES WITHIN POSTED DISTANCE BOX BEAM OR HEAYYr POST CORRUGATED AM 711 9111111 12.3 151 C TRAT ORS SHALL ENS UT ALL E ARE AREAS. THE STATIONARY CLOSURE.THE BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDIALY. BARRIER SPEED LIMIT GPHI VEHICLES PROTEMINiG HON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE DUIIING BO11N SIGNS WORKING AND NOWWGRKING HOURS UNTIL THE HAZARD NO LONGER ENISTS, EXCEPTIONS TO THESE FLAG TREE TABLE NY6H-3 REQUIREMENTS MAY BE MADE.AS APPROVED BY THE REGIONAL DIRECTOR OR HISMER DESIGNEE WHN M BARRIER VEHICLE PLACEMENT MD BE INEFFECTIVE OR WOULD INTERFERE WITH THE SAFE ADVANCE WARNING SIGH SPACING 1. THE ILS VAQNS OF THE ED B AWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND OPERATION OF TRAFFIC. �--•� LIACIN)IiRE NAILS MAY BE ADJUSTED BASED ON SIGHT IiISTANIE AND OVER CONSIDERATIONS. THE DISTANCE BETWEEN SIGNS SIGN LEGEND FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGIEE& 4. BARRIER BUFFER SMD EQUIREED FOR�ALLIhC A ]ORT PAYING OPERATIONS.BUT THE STANDARD ROAD TYPE A IFTJ B FTJ C rFTJ 1pC YT PAVE 4. FO�RRKINGS TAT SHALL BE 2. ANY EXISTING SINE,INCL DING OVERHEAD SIGNS.WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGH LAYOUT SHALL BE COVERED.REMOVED.STORED OR RESET,AS L BARRIER VEHICLES ARE NOT REQIIRM FOR FLAGGING OPERATIONS,BUi THE STANDARD LONGITUDINAL 645 FL URBAN IS 30 WHO 100 100 loo AHEAD AHEAD THEIRAPPROOR BY THE CONENGDITION A ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO BUFFER SPACE GTAB.ESC-2)SHALL BE PROVIDED. URBAN (35-40 WHh1 200 200 200 AHEAD ]AN EAD SItkL TEMPORARY THEIR ORIGINAL CtNtlO1TI0H AHD/tR LOCATION UNLESS OTHERWISE REPLACED IN THIS URBAN It 45 MPH"D 350 350 350 1000 FTAHEAD � TEMPORARY BARRIER 3. SIGNS AT OR NEAR INTERSECTIONS SMALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A TABLE NY2-A RURAL 500 500 500 1500 FT 000 FT. MOTORIST'S LINE OF SIGHT. PLACEMIENT DISTANCE FOR BARRIER VEHICLES EXPRESSWAY/FREEWAY 1000 1500 2640 1 MCLE MILE ® TEMPORARY BARRIER WITH WARNING LIGHTS 4. ALL WARNING AHO REGILATORY SIGNS SHALL 1E POSTED ON BOTH SIDES OF MULTI-LANE • PRECONSTRICTTON(POSTED SPEED LIMiT DIVINED IBGHWAYS,MULTI-LANE RAND% AND ONE-WAY STREETS.IN CASES WHERE LANE PRECONSTRUCTION PLACEMENT DISTANCE iFTJ RESTRICTIONS REDUCE THE TRAVEL LAME TO ONE LAW, SIGNS SHALL DE POSTED ON THE TABLE NYI-6 POSTED BARRIER VEHICLES• URBAN. MEETS MORE THAN 1 OF THE FOLLOWING CRITERIA) 0- TRAFFIC OR PEDESTRIAN SIGNAL RIGHT SIDE OF THE ACTIVE TRAVEL LANE.UNLESS OTHERWISE AUTHORIZED BY THE SHADOW VEHICLE USE P.E4NRE11ENTS SPEED LIMIT 118000 LBSJ e4OM LBSJ SIDEWALKS,BICYCLE USAGE,CURBING,CLOSED DRAINAGE SYSTEMS. ENGINEER. MINIMUM DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER NILE.MINOR =BILE CLOSURES) �1 COM",ERCIAL DRIVENKY DENSITIES OF 10 DRIVEWAYS PER MOLE O ® TYPE III BARRICADE S. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRLER IS IN PLACE 3-55 100 FT. 1 200 FT. ]o0 FT. 200 FT. CATTEERR,,MAJOR COMWdERCiAL DRIYEWATS.NUMIEROl15 RIGHT IN WAY MAY BE MOUNTED OH THE BARRIER WITH A SADDLE TYPE BRACKET.LAYING THE SIGN DOWN 45 -55 100 FT. 200 FT. 85 FL 165 FT. CON5TRAJWIS. HIGH DENSITY OF CROSS STREETS,85TH PERCENTILE IN A HORIZONTAL POSITION IS NOT PERMITTED. USE RECU111MENTS <45 85 FT. 1 165 FT. 50 FT. 100 FL SPEEDS OF 45 MPH OR LESS. WARNING LIGHTS� & THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTM NON FREEWAY RMAU ANY AREA NOT EXHIBITING MOUE THAN ONE OF THE ABOVE ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BT THE REGIONAL DIRECTOR OR BY CLOSURE TYPE EXPOSURE CONDITION FREEWAY I'IECON5TRUCTION POSTED SPEED LIMIT ♦AS DEFIED IN NYSDOT STANDARD SPECIFICATION 6191 CHARACTERISTICS. ® WORI( SPACE HIS/HER DESIGNEE. 2 45 MPH 35AC MPH S 30 MPH CARRIER VEHICLE -VEHICLE USED FOR STATIONARY SHOULDER EXPRESSWAYi DIYIDE:O HIGHWAYS FOR TRAFFIC WiTH FILL OR PARTIAL WORK VEHICLE T. NYR4-12 MAY BE USED IN PLACE OF NYR9-11. CL05IRES,LANE MOSURRES,AND OTHER STATIONARY WORK ZONES. CONTROL OF ACCESS AND GENERALLY WITH LADE SEPARATIONS AT MAJOR CROSSROADS. CHAMNELM DEVICES WHEN ANT WORKER. _�q �? MiRMN DISTANCE SHOWN REFLECTS THE ACTUAL ROIL AHEAD LANE CLOSURE VEHICLE.OR OTPE R HAZARD REQU1RE02'4 REQUIREDF 4 REODUNED2'4 REQUAREDZ"4 DISTANCE FROM MANUFACTURER. FIEEWAYS/IHTERSTATTj LOCAL OR INTER REGIONAL HIGH-SPEED,DTVIDED, WORK VEHICLE WITH TRUCK MOUNTED ATTENUATOR 1. WHERE POSSIBLE ALL CHANNELUDIC AND GUIDING DEVICES ARE TO BE PLACED SO AS TO IS EXPOSED TO TRAFFIC HIGH-VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS. PROVIDE A 11KIM!M 2'LATERAL CLEARANCE TO THE TRAVELED WAY. WHEN ANY WORKER. ����__��p4� SHOULDER CLOW VEHICLE.OR OTHER HAZARD REQUIRED" REQU F�'4 REQHRE02'4 REQUIlED2'4 TABLE NY2-8 PUBLIC ACCESS 15 EXPOSED TO TRAFFIC BY PLACEMENT DISTANCE FOR SHADO11 VEHICLES 1' THE ECNNNNTTRAC�TORRSATTLLEEAASTR24 HOURSWAYS PRIOR TO RESTRICTINGUSE MAINE OF THE DRIVEWAYSHALL BE .FOR FGR RECONSTRUCTION PLACEMENT DISTANCE NETJ WVR6 DURATION DEFINITIONS MULTIPLE ACCESS PROPERTIES.AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHILL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE. 1. A MOBILE CLOSURE SHALL BE USED FOR ANY WORK ACTIVITY THAT MOVES CONTICJOJSLY OR INTERMITTENTi.Y POSTED SHADOW VEHICLES- LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE ALONG THE TRAVELED WAY OR SHOULDER SLOWER THAN THE PREVAILING SPED OF TRAFFIC. CHAMELIZING SPEED LIMIT 116000 LBSJ C240M LBSJ THAN 3 CONSECUTIVE DAYS. --- STATE OF NEW YORK 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM DEVICES ARE NOT USED FOR MOBILE CLOSURES. MPH) MI NDN MAX" 11OW UN MAXI" _ DEPA,RTMENT � TRANSPORTATION RESIDENTIAL M9 COMMERCIAL DRIVEWAYS TO AM FROM THE WORK AREA. INTERMEDIATE-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION 2. SHADOW VEHICLES SHALL BE EQUTPPE) WITH AN APPROVED REAR MOUNTED ATTENUATOR 1TRlX.It MOUNTED >55 230 FT. 330 FT. 180 FT. 280 FL MORE THAN ONE DAWGLIGHT PERIOD LP TO 3 CONSECUTIVE DAYS.OR LANE CLOSURES OR TRAILER MOUNTED)FOR THE FOLLOWING MOBLE CLOSIRESe LANE CLOSURES ON FREEWAYS,LANE MOSIRES 45 -55 ISO FT. 280 FT. 150 FT. 25D FT. NIGHTTIME WORK LAISTDNG MORE THAN 1 HOUR. ON NON-FREEWAT ROADWAYS HAVING A PRE-CONSTRUCTION POSTED SPEED UNIT OF 35 NPH DR MORE.SHOULDER U.S. CUSTOMARY STANDARD SHEET 1. THE CONTRACTOR SHALL LOCATE LANE CLOSUES TO PROVIDE OPTRW VISIBILITY, IRE. CLOW$ON FREEWAYS.ANA}SHOULDER CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION <4S IDO FT. 200 FT. 100 FT. 200 FT. SHORT-TEiRMC STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION BEFORE CURVES A*CPZSTS.TO THE EXTENT CONDITIONS PERMIT. SPEED LIMIT OF 45 MPH OR M. FOR MORE THAN i IHO R WITHIN A SINGLE DAYLIGHT PERIOD. •AS DEFIED IN tN1'SCDOT STANDARD SPECIFICATION 6]91 2. THE EMGWEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIM IF THE RIXITE 15 3. FOR MOBILE LANE CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-COHSTRiICTION POSTED SPEED LIMIT SHORT DURATION IS WORK THAT OCCUPIES A LOCATION U' TO 1 HOUR, NEEDED FOR ENE.°CENCY PURPOSES. THIS COULD INCUDE INCIDENTS AT LOCATIONS OUTSIDE OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON NW-FREEWAY RWWAYS HAVING A PRE-CONSTRUCTIONSHADOW VEHICLE -VEHICLE USED FOR MOBILE OR SHORT DURATION WORK ZONE TRAFFIC CONTROL THE CONTRACT LIMITS. SPEED LIMIT OF 40 MPH OR LESS,SHADOW VEHICLES ARE NOT REQiWD TO BE EQUIPPED WITH A REAR MOUNTED WORK(OPERATIONS. MOBILE IS T4'oPmG THAT MOVES INTERMITTENTLY OR CONNTINUO&Y. LEGENDS AND NOTES LANE WMTHS ATTENUATOR. MrANN DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD 4. A SHADOW VEHICLE IS USED TO PROTECT EXPOSED WGRKERS CON FOOT OR IN A VEHICLE)AND SHALL DE REQUIRED DISTANCE FROM MANUFACiURE& 1. UNLESS AUTHORIZED BY THE ENGINEER.THE MIM3MAN LANE WIDTHS FOR WORK ZONE TRAVEL FOR ALL MOBILE CLOSURES. SHADOW VEHICLE REQUIREMENTS STALL INCLUDE PROVIDING A SEPARATE Mow APPROVED SEPTEMNf3ER 1B. 2008 ISSUED UNDER EB 08-036 LANES SHALL BE AS FOLLOWSe FREEWAYS AND/OR EXPRESSWAYS IS 1l.THE MINIIAIM LANE VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8'OR GREATER IN WIDTH. ADDITIONAL WIDTH FOR ALL OTHER TYPES DE ROADWAYS IS ICY. SHADOW VEHICLES MAY BE REOkI.'RED TO PROLATE THE SAFE OPERATION OF TRAFFIC AND THE INCREASED /S/DAVID J. CLEMENTS. P.E. PROTECTION OF EXPOSED WORKERS.AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE. DIRECTOR, OFFICE OF 619-11 2' THE CONTRACTOR DAYSSRIN ADVAPRUM NCE PERWWM FORMING ANYWORKTHAT ERE�5li�TS IN �D] EFFECTIVE DATE- 01/08/09 TRAFFIC SAFETY AND MOBILITY WIDTH OF AN EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOT FY THE REGIONAL rm Munn PERMIT ENGINEER IN A TIMELY MANNER. WORK ZONE TRAFF I C CONTROL LEGEND AND NOTES N (SOURCE: N r 5DOT STANDARD SHEET 619-11) BARRIER/SHADOW VEHICLES I. BARRIER AND SHADOW VEHICLES SHALL DE(REQUIRED AS PER STANNDMD SHIEST TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS NO NOTES". 2. NO WORK ACTIVITY,EQUIPMENT,VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN THE BARRIER OR SHADOR VEHICLE ANO THE ACTIVE WORK AREA VRML AHEAD DISTAKEL ENGINEER'S CERTIFICATION s 3. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE IN CONJUNCTION WITH POLICE PRESENCE IN THE WORK IONS,TO BE 9NCLIIN THE UNIT BID PRICE FOR BASIC TOM ZONE TRAFFIC CONTRM. DED • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE DISPOSAL 5Y5TEM(5) FOR THIS PRO.IEGT WERE DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A GAREFU OROU&H STUDY OF THE SOIL, SITE AND GROUNDWATER. Dl IN5 ROW LINE FACILITIES, AS PROPOSED, CONFORM TO Z S07 P NTY ASPHALT CONC. CURB ASPHALT DEPARTMENT OF HEALTH SERVICES CONS ,"�'. T. ----- - DRIVEWAY / DRIVEWAY N.5 f ... DI EFFECT AS OF THIS DATE. DGE OF PAVEMENT y�� �,I INC. URB __. _ I`1. I .�. `, C �- - UNE RT 2�) °Tai ICJ 3 WHITE MAIN _ z �1 RO DouBLE YEL�ow uNEs: .--=--•- =.--=_''- "--- -- SEE STANDARD SHEET 619-20 FOR BUFFER SPACE -m _�_T____ �.��� .�.;.�__�.__-- _ o o G CONTROL NOTES &SHOULDER TAPER LENGTHS WORK AREA + 100'DOWNSTREAM TAPER 3 HOWARD W. YOU Y.S. L.S. NO. 45893n AFTER PM NO LANE CLOSINGS AREFPERM TiED ON WEEKN�DS NG, N. -, _._ __..�. --® �----_- THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 r0 WHITE uNE�_..�_•.--- DI f--40'MAX.--{ r ® -- .-_ _ OR HOLIDAYS. NISHTIME LANE CLOSINGS WILL NOT BE )� `) � DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 --- "- EDGE OF PAVEMENT ---- 40'MAX, DI PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT ` -- INSPECTOR. � ,_--,__._.._-----�- CONC. CURB -_� � � � �_-._-------- `-"'-���•�� LIL 102 M MILE MIARKER CONC. CURB 0704-11556 - DI urluTY -f-Y POLE 2. THE CONTRACTOR SHALL FURNISH AND ERECT APPROPRIATE �JURYEYOR'S CERTIFICATION -_ f' � V`.Y"'tirYti"1''.'YYIrv"-t`1,` •`'.�^ti.,--___ •-.ry-S•.•� r, CONC. Lou" ROW UNE GONSTRUGTION 51(5N5 TO ADEQUATELY AND SAFELY INFORM SIGP r ° ° ° a,862�as AND DIRECT THE MOTORIST AND SATISFY LEGAL REQUIREMENTS. t C4 �p01ENd G ALL SIGNS SHALL INDICATE ACTUAL GONDITIONS AND SHALL BE • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING a o-a DRIVEWAY BOUNDARY AND TOP06RAPHICAL SURVEYS MADE Y•NJ5-•AND/OR o DRIVEWAY REMOVED AND/OR RELOCATED OR CHANGED IMMEDIATELY AS UNDER OUR DIRECTION. � REOUIRED IN THE CONTRACT DOCUMENTS AND AS DIRECTED BY s THE PERMIT ENGINEER. N WORK AREA PLAN o ' I 3. THE CONTRACTOR SHALL PLACE TYPE III BARRICADES WITH E; SCALE: I"=30' FEDERAL MUTGD R5-8 SIDEWALK CLOSED SIGN AT ALL a BEGINNING TRENCH LOCATIONS. BARRICADES SHALL BE PLACED AT BEGINNING OF SIDEWALK SECTIONS. 4. THE CONTRACTOR'S ATTENTION 15 DIRECTED TO SECTION • s s 730-5 OF THE NEW YORK STANDARD 5PEGIFIGATION SEE , 9 ADDENDUM NO. 2 REFLECTIVE 5HEETING GLASS D FLUORESCENT �() ANC) SHEETING COLORED ORANGE WILL BE THE ONLY ALLOWED HOWARD W. YOUNG, N.Y.S. L.S. N0. 45693 SHEETING FOR TRAFFIC CONTROL SISNS. 5. BEFORE THE START OF ANY WORK, INSPECTION WILL BE MADE SHOULDER5. THE ASSIGNED PERMITS ENGINEER. GONTRAGTOR SHALLTRAVEL PROVIDE TIME AND DATE FOR INSPECTION OF ALL TRAFFIC !'IINRY LANE �-' CONTROL DEVICES_ CH LIC DEVICES , MoCALL NI NERY TRAVEL LAW I=> (SEE ii�l) SHOULDER ® ® m Vm bi ® at Cutchougue, Town of Southold - Suffolk County, New York M ■ 111- L6 BARRIER PLACEMENT VEHICLE DISTANCE - EE TABLE NY2-A o I aa SHOULDER__ MRYEHICLE SETIF ISEE-NOTE-OL10W AER Q/31 540' OR ZONE TRAFF I C CONTROL PLAN SPEED LIMIT<45 TABLE - (SEE WIEa NOTE 5NOTESe lr POSTED 5PEED SEE TALE T�ID LIMIT :p PH FOR U FER SPACE 1. WHEN THE MINIMUM LANE WIDTH OF 10'CANNOT BE MAINTAIED DUE TO A SHOULDER CLOSCRL USE THE DETAIL Count Tax MCIDistrict 1000 Section 109 Block 01 Lot 3aE 6C-2 AND FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION. y p 0 a 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT,VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. MAP PREPARED AUG. 01, 2016 ENO 3. WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK 1S 2 MILES TO 5 MILES. A ROADWORKROAD SUPPLEMENTAL DISTANCE PLAQUE RT-3o1 SHOULD BE USED WITH THE SHOULDER WORK SIGN 11121-51. Record of Revisions no ROAD WORK WORK SHOULDER G20 2 4. THE ROAD WORK NEXT XX MILES SIGN CG20-1)KAY BE USED INSTEAD OF THE ROAD WORK AHEAD SIGN 0120-11 F REVISION DATE p Cmc WORK WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES. yow AHEAD tests S. FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A NO NY2-A ON THE STANDARD SHEET WRR9-I1 620-1 X201 W21-6TITLED"WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES". ISEE NOTE 41 NE3GT 6. IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL MILES TO PLACE STATIONARY SIGNS,THE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AND WORN SHALL NOT EXCEED 5 MILES. SEE NOTES 3 AND 6) SHOULDER CLOSURE 7. C HANMELIZING DEVICE SPACING (CENTER TO CENTER)SHALL NOT EXCEED Off IN THE ACTIVE WORK SPACE. D n n SHORT OR INTERMEDIATE TERM STATIONARY U PROVIDE W11-1 &NYW5-32P W11-1 2-LANE 2-WAY ROADWAY B. TRANSVERSE DEVICES SHALL BE REQUIRED CAS PER 619 STANDARD SPECIFICATIONSi WHEN A PAVED SHOULDER SIGNS WHEN APPLICABLE SIGNS TO SCALE) HAVIG A WIDTH OF 6'OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN ISM. r IN SEP 14 2016 o LANE Scale: AS SHOWN NYW5-32P 5HOULDER CLOSURE 2-LANE 2-WAY ROADWAcY (SOURCE: NYSDOT STANDARD SHEET 619-20) SDuthlilO Town Planning Board .106 NO. 2014-0201 DWG. 2014-0201-5iteplan 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11101 tel. 651.72-7.2303 fax. 631."72'7.0144 EXISTING WELL EXISTING I STORY EARN SANITARY DESIGN CRITERIA 4 CALCULATIONS admin©youngengineering-com WINE TASTING EXI5TING 2 STORY TAX LOT 1000-IOCI-1-40 SEWAGE DESIGN CRITERIA l+ RETAINED P,4RGEL GROUNDWATER MANAGEMENT ZONE - = ZONE Iv '7 f FRAME HOUSE METHOD OF WATER SUPPLY = PUBLIC Howard W. Young, Land Surveyor 0.94 ACRE SG-NA TO EXTEND WATER MAIN TOTAL AREA - 56.11 ACRES Thomas G. Wolpert, Professional Engineer WEST FROM SOUTHWEST AREA SUBJECT TO DEVELOi'MENT RIGHTS = 53.31 ACRES Douglas E. Adams, Professional Engineer Q AREA OF RETAINED PARCELS NAIN CORNER OF MAIN ROAD AND (NOT FERTILIZATION DEPENDENT) = 2.75 ACRES Robert G. Tost, Architect ov EXISTING 116,74 030' �ol4b LINDEN AVE. ALLOWABLE SANITARY FLOW (DENSITY) = 600 GPD/ACRE J N i ��Y 600 GPD x 2.75 ACRES = 1,665 GPD FRAME N600 S 2�) DENSITY CALCULATION zog,� / EARNS EXISTING WINE TASTING BARN N55o 1.7301E WINE TASTING: 45 OCC, a 5 GPD/OCG = 240 GPD o NS(5 021$ I STORAGE: -752 5F @ 0.04 GPD/517 = 51 GPD 7F 4j ��' �8�° / - - - -•-- .23g r Z PROPOSED WINERY WINE MAKING 6 STORAGE `\0��� 39�E;�r ry�1/) • r I X39.7 �8�0�) INDUSTRIAL/STORAGE: 16,112 SF ® 0.04 GPD/SF = 676 GPD q - 200 RAD I U5 FROM -! `Y mry� -•- " ,`\ ` (NI)WINE TASTING (PRIVATE) 10 OGG @ 5 GPD/OCG = 50 GPD " 2 \t0'1• \� �m EXISTING WELL T ,` OFFICE: 145 SF 0.06 GPD/SF = 57 GPD \ O`0�.� EXISTING WELL ,� TOTAL PROPOSED FLOW (DENSITY) = 1,054 GPD �N° \ \�33��O ROPios D CALCULATIONS SANITARY SYSTEM NO. I EX(STING PROPOSED N-`. \ SANITARY SANITARY SYSTEMS WINE MAKING B STORAGE �-- INDUSTRIAL/STORAGE: 16,112 SF o 0.04 GPD/SF = 676 GPD z SYSTEM PROPOSED WINE TASTING (PRIVATr-) 10 OCC 4 7.5 GPD/OCG = '75 GPD lulu WATER SERVICE TOTAL DES GN FLOWO(j GPD/SF = 505 GPD V VINEYARD PROJECT 5 I TE GREASE TRAP Q w o !(j REQ. 10 000 o 2.5 G D/OCG Oj• = 25 GAL. D, �' USE I TANK 5' DIA. x 5' LIQUID DEPTH Q 60 Ito.) PROPO5ED WINERY = , - _ O = 1,500 GAL. �1 .,_, .., TANK VINEYARD �O TAX LOT 1000-10c(-I-38 SEPTIC REQ 508 GPD x 2 DAYS = 1616 GAL. F3 i •`� FARM ROAD 56 42�.g6) RETAINED PARCEL tn USE I TANK 10 DIA. x 4 LIQUID DEPTH = 2,000 GAL. `� `� 'lu M 06' 43"o$' L I BER 1260( f PAGE 51 q LEACHING POOLS "r 'b =, -p � W h DO N�QX33° 4 44 �I °2�2 en � Yy r� rc',USE 3 POOLSO' IA. x6DEEPm 1.$4 ACRES OCD i, a -°' " DE51GN CALCULATIONS SANITARY SYSTEM NO. 2 `" ;: (011\' �\ 236 PROPOSED WINERY I 0 >�w "' 00.4 8/' WINE PROCESSING a I c�a -^ OOOOQ� 0- a2 0'$2„ 2 WASH DOWNS/DAY @ 200 GAL/WA5H DOWN = 400 GPD O 4-I ,� . 31o2q'2 a�, O-( \ �� \\(pO TOTAL DESIGN FLOW = 400 GPD A ` P. N q� v 9� 9P rn ; Ix - d Op U 0 -,4, N C.1 �'•' SEPTIC REG. 400 GPD x 2 DAYS ® � O �I U = 500 GAL. USE I TANK 5' DIA. x 4' LIQUID DEPTH 10 w ea = 1,200 GAL. o c e `' :t2 ti - � LEACHING POOLS 4:3 �: > ~ — p C ) •3 v cD 0 v p >- c2 0 �, USE 2 POOLS 5' 3:21A. x 6' DEEP 500 5.F.5.W.A. REQ. 400 GPD / 1.5 GPD/S.F. 267 5.F.5.W.A. a., Q m M G �O 3 go ^u o NOO NOTE quSC" (NI) PRIVATE WINE TASTING IN BOARD ROOM. „.,... _........._ '. .. -._ _ (N2) THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELL5 WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. Lir4E( ) `Yo LIS{- ISE {i+' PECTrD By Tl. c — 1 C 1--: T!:',.-,r. 0 h,i Ti"i \/ Jlirrl��i� .����I �..>✓. . J1 iEr.. J CALL 55:.'-2027, 4-8 HOURS iN ADVANCE, TO SCNEDULE INSpE.CTION(S)- Ae O� N ��� SGWA TO EXTEND WATER MAIN WEST sb Nq - FROM SOUTHWEST CORNER OF MAIN 7 O ROAD AND LINDEN AVE.VINEYARD ENGINEER'S GERTI F I GATI ON 'S/ � 2�• • -` opo '�j� ,I (� TI HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE`' SD\t� M� � ) DISPOSAL 5Y5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME . �x Nsl OBD DER i Y DIRECTION. BASED UPON A GAREFU OROUGH \� SITE AND GROUNDWATER lTIGN!1 ', VINEYARD ON FACILITIES, AS PROP05ED, CONFORM TO TH ,�F 1. D DSU / - DEPARTMENT OF HEALTH SERVICES CONS EXISTING WELLi \ >_ «..' ECT AS OF THIS DATE. �" 9 \� �.��\0 PROPOSED Q� WATER SERVICE -44 q} Oc �9� PO��U"k, W HOWARD W. YOUNG, N.Y.S. L.S. NO. 45515n `� +- �� i EXISTING WELL TO THOMAS G. OLPERT N.Y.S. P.E. NO. 61453 \ C2 � 3 \\°�` .j� +,F\P�G� / BE ABANDONED DOUGLAS E. ADAMS, N.Y.S. P.E. NO. GO5a7 PORTION OF EXI5TING WATER SERVICE TO BE ABANDONED SURVEYOR'S CERT I P I GAT I ON I PORTION OF EXISTING WATER I HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING SERVICE TO REMAIN / BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR BY OTHERS. Ur NEtV O N / R a Yf I_J' Pll� 5'a • L 200' RADIUS FROM ® ® EXISTING WELL j � k ® HOWARD W. YOUNG, NJ .S. L.S. o. 45513 NINERY EXISTING SANITARY MGCALL W I NER`1' SYSTEM TO REMAIN E 5GDH5 REF#001-10-0001 at Gutchougue, Town of Southold °° Suffolk County, New York I Y •A E30UNDARY SURVEY 1000 IOa OI as Olt 0/ g 1000 IOci OI 40 O 0 County Tax Map District 1000 Section 116 Block OI Lot 5.5 a MAP PREPARED JAN. 11, 2016 SITE PLAN (TAX LOT 1000-I OCt-1-4'0) REv1s1oN Record of Revisions DATE Scale: 1` = 50' UPDATE_ ARCH, NY5DOT $ 5GDH5 JUN. 10, 201 50DH5 NOIA#4 AUG. 15, 2016 o p E CEOd 200 O 100 200 400 600 SEP 14 2015 Scale: I" = 200' a Southold Town JOB NO. 2014-0201 = MONUMENT SET ■= MONUMENT FOUND = 5-rAKE SET A= 57AKE FOUND Planning Board DWG. 2014_0201_overoll site COVER (1)UNAUTHORIZED R ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOP,ERECTIONOF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL 0 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (B)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. PROVIDE CLEAN OUT @ � / 0.1210 -1 21.2 F� FACE OF BUIL IN 400 Ostrander Avenue, Riverhead, New York 11,101 ENTRY LEVEL tel. 631.727.2503 fax. 651.-121.0144 FFEL=29.50 i' 2 69 admin�youngengineering.com \2 c 00 `\� .��� 0.49' /21 21.66 RIM EL=27.00 RIM EL=26.75 �� n .•''� �\ � , N � 209 21 77 Howard W. Young, Land Surveyor g rn /, QNP Py Thomas G. Wolpert, Professional Engineer RIM EL=26.75 N X N Douglas E. Adams, Professional Engineer a01i; "- ) I �j��� Robert G. Tost, Architect--- w ''` � ,•''�1.10 '00 22 U. PJ� \� 20" Ce) 20" 20" 4:1) MIN. -MIN.- � 22.12 / / / �� MIN. _.__._. MECHANICAL `, 00 2 -7 ROOM S •,.-' � 1� r\��\ BSMT LEVEL fy 21.50 � v� r... � ® \ i (n r -- -- FFEL=18.00 6� �f" / / -� �G)� � '1 � V' �i 23. 7 z------ -- --- - ❑ vOi �" 21. _ _ / l 21. 6 � O ❑ FROM GREASE TRAP I \ E/ / r_ h- o-_.._..__.._ ..__....-._.____._-._.._ _. o IE=13.14 ` '` G� �O / 2 20' OF 18"HDPE R W r, -yt/� c� 1.000% m o _� - IE=13.72 J / , "/ �,' moi' Q� / \p PROVIDE CAST IRON 0 \v' Q 201 OF I a"HDPE w ! _ w ? IE=12.64 Loo' I 0.50' IE=13.14 HOUSE TRAP \\ i \\ I 1.000% W z �IE=12.24 29'OF 4" \�l. �s / / -24- - # 1� U O W b 0.33' PVC(SDR35) X3.01 / �\ 1J i �� �._ LF I.O � �- IE=11.91 IE=11.99 > 40'OF 4" O.&T-T ° %� / / y •� ® rn \ 5 POOLS U H @ 2.000/o MIN. -- \ / (L z > 8'OF 4" - Q __ _ __.._W PVC(SDR35) BAFFLE ` / / / / O 1 1 51�� \ I O ID I/�.X I O 1 0EEF W 3 d U PVC(SDR35) LLL L p @ 1.000%MIN. / O� \ Q U _ @ 1.000%MIN. DISTRIBUTION (TYP) Oh Ill ��ZD 2. / / / / \�\� I / , / v BOT OF LP=&.BO J U_ 0W (n'P) LEACHING POOL rti �\ / l ( v) 3,284 GF g m LEACHING POOL I \.. / / `� 23 0 _j 3: 0 V 8'MIN. 8'MIN. 10.00' i- 10'MIN. _ 3.16 _ g �Oti / i / -f- `' Uj BOT EL=5.91 --____----..__.______ ,,v` � �.'"22.50`' �,�� \\. / �- � � '� LL. 'O �''• 2000 GAL. SEPTIC TANK G \/ / O i / 15 W O 22.72 �o� / } 5 1 �4 �r D 3: F- SANITARY SYSTEM NOI r�`23.43 / / / / j► 0 z TOTAL OF 3 POOLS 10' DIA. x 6.0' DEEP = 565 5F5WA . l �. y / -tRA5H o o, V g ENCL. p HIGHEST EXPECTED GW EL=2.8 / i �$ Q LL, O } 1 v UJ fav 0 PROVIDE CLEAN OUT @ a �, FACE OF BUILDING 1 , \\- j 1 v d .__.E � 125.20 \\ SANITARY NOTES 23.71 4 - r 0 uJI �. I.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK RIM EL=27.60 \\ E 'y COUNTY HEALTH DEPARTMENT SERVICE REOU1REMENT5. ENTRY LEVEL 2.ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND LOCKING FFEL=29.50 / o \�\ 2 �STO ' 11�\ p Lli z COVER CAMPBELL FOUNDRY PAT.» 1001G OR APPROVED EQUAL. xx in _ 5.ALL STRUCTURES TO BE PRECAST CONCRETE 4000 P51. N Q N , 47 W A D LL W 4.ALL PRECAST CONCRETE SLABS 4 PRECAST CONCRETE z L� W IM COVERS SHALL BE HEAVY DTRAFFIC BEARING PRODUCTS. / SIGN ' 25.80 \_� \l 25.97 L� Ir Ix 5.BOTTOM OF LEAGHIN6 POOLS SHALL BE PLACED A MINIMUM 24.1 ] +24-!29 + \_'\ � �� ' {l c� OF 3 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. - �� /_/ POST a \ �j v{� / N b.THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF \- SLAB SHALL BE 25 FEET. 20' Rjjjj ---- 7.LEAGHIN6 POOLS SHALL HAVE A MINIMUM 5 FOOT COLLAR -MIN.- 7. �` ,4 OF GLEAN SAND. Y 124.06 ' -4-25.41 \ \ � \\,2S ���5�= ? �' V � 2 U) A ri L NE( r:'l '0_ [�_ I'la;'ECTLC3 BY THE 5.EXCAVATION FOR L.EAGHIN6 POOLS MUST PENETRATE A ...... ------- - W _ `JET E.I+ f �� MINIMUM OF 6 FEET INTO A VIRGIN 5TRATA OF SAND 4 6IZAVEL U l SUFFOLK COUNTY DEPT, O HEALTH �4RViGES. BELOW THE BOTTOM OF THE PROPOSED LEAGHIN6 POOLS. Z-�, MECHANICAL )) \ �1 S` 9 d .A8 HrOUFZS IN AGVANC:E, ROOM 1' 1 N CALL 6.552-20"D7, 4. IE = INVERT ELEVATION. / / \`�Q\ \ 6.00 �0 �GI;EU'JLE INSPECTION(S). ON BSMT LEVEL = FFEL=18.00 O .- t I_ m 26.13 STOPPER OR END PLIUb o 4') m / I I I 11.85 2 21. 011 I ' (� / v SLATE OR OTHER G � 5UITABLE COVER �' 8'OF 6" PVC(SDR35) @ 2.000%MIN. 25.84 I 1 _ TO SEPTIC TANK """ Z / + I1I I 2,.78 22_+1-59_ � G 0 I < +25.09 \\\�- -23- - ?6 mel h ' ENGINEER'5 CERTIFICATION IE=13.80 = -J ➢ 6/ -24- - r' VARIES Off, IE 14.00 ,2 a. omu�4Ljon \ -25- 0 10'OF 4" r - 26 72 -26- 26� -�- 4d --` � � O I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE O O PVC(SDR35} PROVIDE CAST IRON z + ,' DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DE516NED BY ME O O @ 2.000%MIN, HOUSE TRAP �' 0 26_- o j16 O lS1 30 ELBOW SEWER PIPE IE=13.30 I� OR UNDER MY DIRECTION. BASED UPON A CARET THOROUGH 0.33' I ` O �1f STUDY OF THE SOIL, SITE AND 6ROUNDWA µ IT LL ;�' FACILITIES, AS PROPOSED, CONFORM TO F Iv DEPARTMENT OF HEALTH SERVICES GO ON IN Z ° m EFFECT AS OF THIS DATE. .. MONOLITHIC 0107' ➢ I 21 a / psv 60 WYE 95.00' 10'MIN. I 8. 1� 26. -1 ._ 0 1- 1500 GAL GREASE TRAP � I �/ _ SANITARY SYSTEM NO.I GREASE TRAP � FE Ty'O . • a- P - -� � • HOWARD W. YOUNG, N.Y.S. L.S. N0. 458,1Bn GLE.ANOUT DETAIL THOMAS G. VgOLPERT, N.Y.S. P.E. NO. 61485 �� O I 11 J � (/ FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC FE c° -'f �2� DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808,17 �S= PROVIDE CLEAN OUT @ I I .I_ y �� 1 ')' r'��Ki• 2`1.00 1 j 2" DOME5TIG � ' SID�MI1-Ko; /� - o FACE OF BUILDING 1 v� ' 5UR\/EYOR'5 CERTIFICATION O LP a { �a E 1 �� . o _ ENTRY LEVEL 25.71 / LP < ti r�1\ I • I HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING RIM EL-27.60 / BOUNDARY AND TOPOGRAPHICAL 5URVEY5 MADE BY US AND/OR a iv FFEL=29.50 °. of s ' UNDER OUR DIRECTION. N RIM EL=26.75 , _a-- f-� � D � "low line" � �� '` aP / / I• .4 s / a c.l " � SANITARY �, C_, a- _ .�` �' � p n r o� v°F NE�I' L_ SYSTEM NO.1 N TEST HOLE DATA n N m iab ENVIRONMENTAL SERVICES,INC. / t I E BY LAND,AIR,WATER --- ------ 20 -- 20 ' •>er L k _, ' DATE: JAN.21,2015 20" 0 OVER-RU -g , � . �` ,1J °e, \ � \.1�- � 8 � � ' �( 31 0.0' EL=26.83 -� � 5T r h h- da `� / I __ c..' ., °\, q� v HOWARD W. YOUNG, .Y.5. L.S. O. 455,13 BROWN SILTY SAND (7 / N (SW) FINE z MECHANICAL y _k Z � � _ - _ � � TRACE OF GRAVEL to rn LP \gid``` / \ cD _-___ ._ __ ❑ ROOM Z �`- ST ' ° .' "- °' P` 20 I 27. 1 2.0' (D BROWN/LIGHT BROWN SILTY SAND -� Cn O t y `� (SM/SW) FINE/MEDIUM O0 BSMT LEVEL r �' "low line" TRACE OF GRAVEL FFEL=18.00 ry W 2 SANITARY �_ :d MGGA VIII NARY o SYSTEM NO.2 LL _ ❑ 'a J Q ° W PROVIDE GLEAN OUTS ❑ @ FACE OF BUILDING GT ry '��'' GRANITE 4 ° a .6 a \ hr ° at Cutchougue, Town of Southold io b \ PAVER o _ GRASS N (TYP OF 3) EL=41.75 / SufFo Ik County, New York '� PAVERS LIGHT BROWN SILTY SAND _� - a '•" ' 1` 1 (SW) MEDIUM TO FINE - \/ \ / I / �J WATEi�. SUPPLY SEWAGE D 15PO5AL PLAN TRACE OF GRAVEL --------------- � -�JAOr � / \ \ /� _yl -' j� �� t'i �/ L7 � , N IE=14.00 _lam ° ., � IE=13.30 Loo I17oso'1 IE=13.80 �G, �� \ \ \ fij�G 29.00 .28.50 a TOTAL OF 2 POOLS �IE=13.08 J- PROVIDE CAST IRON 10'of 4" �� �`� G� I Ch (T County Tax Map District 1000 Section IOci Block OI Lot 38 a w S' DIA. x 6' DEEP 22'OF 4" b 0.33' PVC(SDR35) HOUSE TRAP �1(j��i \ ,� `� I z8 j r 1 ( O 0 D j D� ❑ =500 SFSWA o \ �j y ,� 1000 OI3.5 PVC(SDR35) o.b�' @ 2.000%MIN. /J l -I-2 75 _ -j @ BOTTOM / .� / J� \ � I 2 c a > - ..__ 1.000%MIN. BAFFLE / ® B�O$O I , ; MAP PREPARED i6 JUN. I I, 2015 24.0 GW EL=2.83 a (NP) OF SLOPE T BROWN SILTY SAND IN WATER 0bT' EL=28.90 /TEST ` I d G \ S - �6 i m Record of Revisions UGH LL BORING �. \ REVISION DATE _T / 27.13 ' MULTIPLE SEP. I6, 2015 (SW) MEDIUM TRACE OF FINE WGRAVEL BOT EL=7.08 I I #B-1 \ / ` Sr� �il, 8'MIN. r 95.00' 10'MIN. / \ �� • }$� // \ . �7 0 GAS -� AMEND LIGHTING NOV. 06, 2015 30.0' ____ _______ ________ 1200 GAL. SEPTIC TANK / \ 6 s ' xl Z ADD SIGN 4 EASEMENT NOTE NOV. 15, 2015 z UTILITIES PARKING 8 50DH5 JAN. 1151, 2016 1 lY UPDATE ARCH NY5DOT $ SGDHS JUN. 10, 2016 m / \ \ \ 5GDH5 NOI A#4 AUG. 15, 2016 HIGHEST EXPECTED GW EL=2.8 SANITARY SYSTEM NO.2 \ \ \ o m 1 ROOF / / / 4' 11 20 O 10 20 40 60 DRAIN TOP 1 Scale: I" = 20' m 5 A% SSA OF SLOPE JOB NO. 2014-0201 CL 0 EL=27.30 DWG. 2014_0201_siteplon 5 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION BE FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 114101 tel. 631.721.2303 fax. 631.727.0144 admin®youngengineering.com oli 4u Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tost, Architect SANITARY DE51 GN CRITERIA 4 CALCULATI ON5 ,Dung-d-yaunp SEWAGE DESIGN CRITERIA GROUNDWATER MANAGEMENT ZONE = ZONE IV METHOD OF WATER SUPPLY = PUBLIC TOTAL AREA = 86.1'1 ACRES AREA SUBJECT TO DEVELOPMENT RIGHTS = 83.341 ACRES AREA OF RETAINED PARCELS (NOT FERTILIZATION DEPENDENT) = 2.75 ACRES ALLOWABLE SANITARY FLOW (DENSITY) = 600 GPD/ACRE EXIT STING WELL EX I STI NG I STORY BARN 600 GPD x 2.•75 ACRES = 1,668 GPD WINE TASTING DENSITY CALCULATION EXISTING 2 STORY TAX LOT 1000-IOq-I-40 EXI5TIN6 WINE TASTING BARN !> FRAME HOUSE RETAINED PARCEL WINE TASTING: 48 OCC @ 5 GPD/OCC = 240 GPD 'Y 0.94 ACRE STORAGE: 182 SF @ 0.04 GPD/SF = 31 GPD ,D� N /�J� PROPOSED MAK 6145TORA&E - / cj°$ O INDUSTRIAL/5TORA6E: 16,112 5F ® 0.04 GPD/5F - 6'16 GPD R Ri \�0 / E�CISTING ��6 75c�O�OF � (�Y (NI)WINE TASTING (PRIVATE) 10 OCC @ 5 GPD/DCC = 50 GPD FRAME � ) OFFICE: °145 5F @ 0.06 GPD/5F - 5-i GPD 08' BARNS /� N600� TOTAL PROPOSED FLOW (DENSITY) = 1,054 GPD DESIGN CALCULATIONS SANITARY SYSTEM NO. I c!' � � \\°fi i f �36�g O„� N550/7' 55,50 PROPOSED w1 NERY Ngo 3/,�1IIW WINE MAKING 4 STORAGE 8 INDUSTRIAL/STORAGE: 16,112 5F @ 0.04 GPD/5F = 676 GPD � °� / 6 .57/ S WINE TASTING (PRIVATE) 10 OCC @ 1.5 GPD/OCC = 75 GPD OFFICE- '4145 5F @ 0,20%\O OT\OT 83�� ' r�� ••\ '// 200' RADIUS FROM �9 7 oO8$O W TOTAL DES 6N FLOW 808 G 6 GPD/SF = PD ry - - - � � ,0�0) EXISTING WELL 6REA5E TRAP Odoo, EX I STING WELL REQ. 10 OCC @ 2.5 GPD/OCC = 25 6AL. 0 �\,r�� USE I TANK 8' DIA. x 5' LIQUID DEPTH = 1,500 6AL. EXISTING SEPTIC TANK NO SAN I TARP VINEYARD USE I 0. TANK IO' DIA.DAYS 4l LIQUID DEPTH = 1616 GAL. o,s I I h13 0312\tt � �- = 000 GSYSTEM 3LEACHIN6 POOLS REO. SDS GPD / 1.5 �RO�OJED INNER)` ��R� USE 3 POOLS ID' DIA. x 6' DEEP = 565 S.F.S.W.A. IN i p���,�o DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 0.C,)° � \`v TAX LOT 1000-IOCI-1-50 PROPOSED WINERY I 0RETAINED PARCEL WINE PROCE551N5 °2(p'2�11 o� 2 WASH DOWNS/DAY 200 GAL/WASH 4 G DOWN = 00 PD I N2� X32�`� VINEYARD �0 LIBER 126001 PAGE S I q TOTAL DE516N FLOW = 400 GPD FARM ROAD-\\ 0� S6p443o, 1.84 ACRES SEPTIC TANK USE I TANOK V D A. D4'YLIQUID DEPTH = 1,200 GAL. L N6 FOOLS REQ.1400 GPD / 1.5 GPD/S.F. = 261 S.F.S.W.A. USE 2 POOLS 5' DIA. x 6 DEEP 500 5.F.5.W.A. \00� NOTE O �O'C (NI) PRIVATE WINE TASTING IN BOARD ROOM. THERE WITH N 50' OFETHE PROPOSED NO KNONN I SANITARY NATESYSTE S,R SUPPLY ELLS ENGINEER'S CERTIFICATION I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE ° -Q DISPOSAL 5Y5TEM(S) FOR TH15 PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUj OROU6H N STUDY OF THE SOIL, SITE AND GROUNDWATER stA � FACILITIES, AS PROPOSED, CONFORM TO T FSI1 ..� DEPARTMENT OF HEALTH SERVICES CONS CTiNf75, EFFECT AS OF THIS DATE. • ,,- , c� , �\ ` ®{ 0-7 •ry.� a HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n THOMAS C. WOLPERT, N.Y.S. P.E. NO. (51483 ��iJ CIO—.,' DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 019N 'to SURVEYOR'S CERTIFICATION �O V I NE T ARD 0) 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING l BOUNDARY AND TOP06RAPHICAL SURVEYS MADE BY US AND/OR BY i OTHERS. 0o fYi�F C o N � Y •� VINEYARD HOWARD W. YOUNG, N.Y.S. L.S. NO. 45813 �,,```.c,;U } o ✓ �, `tel ' A tib; � 1NI NERY \\°°`°c� co Vel I NERY G � at GutChougue, Town of Southold E Suffolk County, New or 0 ±� BOUNDARY SURREY 1000 IOQ OI 55 0 1000 IOci OI 40 a County Tax Map District 1000 Section 116 Block OI Lot 5.5 MAP PREPARED JAN. 11, 2016 REVISION Reaord of Revisions DATE UPDATE ARCH, NY5DOT 4 5ODH5 JUN. 10, 2016 • i� t5 lJ l�: � U I� 200 0 100 200 400 600 } m JUL 1 4 2016 Souih�ld fawn JOB NO. 2014-0201 0 MONUMENT SET MONUMENT FOUND 5TAKE 5ET ® STAKE FOUND= ®= = = DWG. 2014_0201_overal I site DOVER `.,�, . Planning Board (i)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECtFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT PE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TELE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF 1HE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIEF OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N % - /� 400 Ostrander Avenue, Riverheod, New York 11901 / � tel. 631.727.2303 fax. 631.727.0144 admin@youngengineering.com L W � , E ys 9y� or Thomas G. Wolpert Profe sionol Enginnd eer NDouglas E. Adams, Professional Engineer Robert G. Tost, Architect SITE DATA TOTAL AREA = 80,000 5F ILI a //� ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AC) P�ggP2�� Q %• �^ W VERTICAL DATUM = NAD55 PROP ED �� SIGN,• 0 PARKING CALCULATION �•O WINE MAKING: I STALL PER EMPLOYEE 5 EMPLOYEES (p 15TALL/EMPLOYEE = 5 STALLS r> D WINE STORAGE (I PER 1,000 SF OF 6RO55 FLOOR AREA) �'RA5H BASEMENT LEVEL = 1,922 5F ° ENCL. UPPER LEVEL (BARN) = 2,767 5F KE EMAP / � ' ° t WAREHOUSE/STORAGE = 4,68q S.F. ® 1/1000 = 5 STALLS SCALE: I"=600' TOTAL REOU I RED = 10 STALLS TOTAL PROVIDED = 10 STALLS WHEEL ,.STOP / o I NOTES �\,\��' �,(y / �•� SIGN U G }�LL .onngri-IjmH OA O GRUS��n p,Y POST VRP KING LANDSCAPING BY OTHERS (!O c'TPd-t-S) PROPERTY 15 SUBJECT TO CONSERVATION EASEMENT HELD BY '• �o�` ��� P� Q PEGONIG LAND TRUST, INC., RECORDED IN LIBER 11590 GP 739 o�0.00 o.+o0-6.o.�o o.' 0. o 0.00:0:00 0 0.00 0.0 o. 0.00 0.00 0 0. 0.00 0.00 �, n 0.0 00 0.00 0.00 00 0.0g,-0: .<+ b.-- ° ° O o -r ° -' - - •'I 9O �� 0.00 0.01 0.0 0.00 0.00 O /r 0.02 0:�0.07 0 0 0.00 0.00 O - / 10.02 0.4 .08 0.00 0.00 0.00 `_' .•7, ° o ` Q`- . + + + + + + o�L7 LIGHT ij // 0.01 0.01 .00 0.00 `- 0.00 0.00 0.0 .00 0.00 0. 0 0.00 0.0 4 �jay_ i� '- �RANt1•;=,r �" r' .00 0.00 0 1 0. .01 0.00 0.00 0.0 0 o / _ P f` Q 0.00 0. 0 .06 0.00 0.00 0.00 Q 1 �� . k O r 0.00 0.02 0.22 .04 0.01 0.00 0.00 A 1 17 r/ + + + + r' 0.1 ° .18 0.01 0.00 0.00 ,- r•r °A 0.20 0 5 0.01 0.00 0.00 0. Q O ' a•` ' p �O o. 0.03 0.00 0.00 0.0 0 a P Qo ENGINEER'S CERTIFICATION + + + � �• � 3-z 70 ��;-•'-:--. --_ _ ,� BIKE �I�-s 0.9 0.05 0.00 0.00 0.00 (� -j a ' b. RACKS • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWA&E -s p _ ® DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DE516NED BY ME 0.07 0.04 0.01 0.00 0.00 1 9 Z � CP � _ N rtt _ = - _ 0 , ® OR UNDER MY DIRECTION. 5A5ED UPON A GAREF,U-•' OROU6H +0 + + p �' = /' -- - STUDY OF THE SOIL, SITE AND 6ROUNDWATE 1 7-I-m SNS ` o.ss .28 0.01 0.00 0.00 -61 rs p �= - _ ._'::' FACILITIES, ,AS PROPOSED, CONFORM TO T S L-K-GUI(1?j'� _ _ N DEPARTMENT OF HEALTH 5ERVIGE5 GON5 7 fil STA t5 012 0.02'5 01 0.00 0. .� 0 n �_ - , a EFFECT AS OF TH15 DATE. �```� + + + 111 2g,96' _ o. ao 0.06 o. 0.02 0.0 LIGHTING FIXTURE SCHEDULE + p + + + P L1 O 01 .02 0.1 .4 0.42 0. 0.05 0.00 / /' •` _ / ,1-17 LIGHT (i� li. C/i/ QTY. SYMBOL DESCRIPTION TYPE HEIGHT LUMENS L.L.F. GGT �i J P/ (TYP) 0.00 .02 0.0 0.52 0.15 0.08 3 0.01 0.00 7 + + + + + + + + LBX BOLLARD LED /^ � � 0.00 .01 0.06 9 0.10 0.02 1 0.00 0.00 0.00 � GAT.NO.ULB-10841-20W-W30-12oV / / ay ���/ O G�4�<G 9� O � < HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n \.X, + + + + + + + + + + + + 13 ED AS MANUFACTURED BY LI&MAN BOLLARD 3q° 515 I.0 3000 K / / 84 eS .� �� 1.77' THOMAS G. WOLPERT, N.Y.5. P.E. No. 61483 �� F� t 0.00 0 0 0.00 0.0 0.02 0. 0.19 0.0 0.01 0.00 0.00 0.00 0.00 0. L7 LI&HTIN6 USA OR APPROVED EQUAL. G A� Q� O O O FINISH AS SELECTED BY OWNER. /TEST DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 50597 3 + + + + + + + + + t + + + + o. o.o0 0.00 0. 0 0.02 0 31 0.14 0.01 0.00 0.0 00 0.00 0.o BORING 4,�o � L10 LIGHT rt c EAVE FIXTURE </ ?6 (TYP) + + + + + + + + + GAT.1,10.760`71-F=2555 K3 f O /� u 0.00 0.00 0.00 0.00 0. 0 0.04 049 0. 0 0.01 0.0 0.00 . 0.00 .00 0.00 10 Q AS MANUFACTURED BY BE&A-U5 OR SAVE 14' 630 LO 3000 IK +� A 2p 5 SURVEYORS CERTIFICATION "I Les APPROVED EQUAL. \ S� Q FINISH AS SELECTED BY OWNER. 51 0.00 0.00 0.00 0.00 0. 00.020. 0 2 0.01 0. 00. 00.000. 00. 00.00 \ ` 1 \ �s� / ' 11S I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING + + + + + + + + + + + + + + DRIVE OVER IN-GRADE FIXTURE BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR N 0.00 0.00 0.00 0.00 0.0 0.01 0.3 0.15 0.01 0. 0.00 0.00 .00 0.00 '7 o CAT.NO.6500 LED IN-GRADE AT Io Lo 300o IK // ;' 11 UNDER OUR DIRECTION. + + + + + + + I. + + + + + APPROVED EAS �BY BE&A-US OR GRADE / 0.00 0.00 0.00 0.00 0.00 .00 0.01 0. 1 0.01 0.00 0. 00 0.00 0.0 LIO / _ j FINI5H AS SELECTED BY OWNER. / / N E( , + t + + + + + + + + + + 0 0.00 0.00 0.00 .00 0. 6 0 0.00 0.00 0.00 0.00 0.00 .00 0.0VV TIVOTAPE &LARD AT 5 + + + + + + + + + + + 0.00 0.00 0.00 0.00 0.13 00 0 0.00 RAIL GRADE 16 � GAT.NO.TPL-5B-3.0-0-30-G24 14'f 1.0 3000 I K \ / / /8 L '.v_ � �� `t-_�k:= G�rj•� A5 MANUFACTURED BY TIVOLI,LLG OR o + + + + + + + + + + + + + + + + L17 APPROVED EQUAL. \\ 80/O� a �i ' i .00 0.100 0.00 0.0 . 0 0.00 0. 1.00 0.04 0.00 0.20 9 0 .00 0.00 0.00 0.00 0.00 0.00 + + + + t + + + ILLUMINATED HANDRAIL 1 00 0 00.1000.0 00.000.0 8 0.47 0.01 0.002.1 1 0.01 0.00 0.00 0.00 / I ` _l `__J GAT.NO. IVRIS-SPI-E42-H030-355 r,»E; t' ✓1'Li �; 16® 30" HAND // - LEN6TH5 AS MANUFACTURED BY VRAIL OR RAIL 42" 202 I.O 3000 IK + + + + + + + + + + + + + APPROVED EQUAL. 0 0. 0.10 0 0 0.00 0.00 �� A 0.88 0.01 0.00 0.31 0. X0.0 � .00 0.00 0.00 V--RAIL FINISH AS SELECTED BY OWNER. / EDGE OF o.o 0 0.00 0.00 1 ���� Ooo 2. 76 0.01 0.01 0. 0.01 .00 0.00 0.00 0.00 I LANDSCAPING HOWARD W. YOUNG-i .Y.S. L.S. NO. 45593 HI� ' 00 0 0.00 0.01 fi� �d 2 0.04 0. b 0.00 00 0.00 0.00 W \ / t -� 0, i 0.0 00 0.00 oi4 3.26 /'t�`�� 0.03 1 0.00 0. 0 0.00 0 oo 0.00 . FOOTCANDLE STAT15TI CS W + + + + + + + + + + + + + , 20p.0 II 111NERY 0. 00.000.000.032.302.5 0.01 8)20.0 0.0 0.00 0.00 0.00 0.00 + + + + + + + / + + + + + + . MIN. MAX. ?SVG. BERM w �I 0. 0 0. 0 0.00 0.00 0.00 0.02 1.18 2.45 0.01 0.00 0. 0 0.0 0.00 0.00 0.00 0.00 ! V-RAIL 1 MGG,�tLI.. ! 11 1 CRY � VINES WITHIN BERM LIMITS TO + + + + + + + + + + + + + + + + + +) 0.00 3.26 0.06 BE REMOVED AND REPLANTED / -iGt°C���4g1,� �' IL HANDRAILS E 0. 0 0.0 0.00 0.00 0.00 0.00 0.01 0.66 2.27 0.01 0. .®1 0.00 .00 0.0 0.00 0.00 0.00 0.00 0.09 + + + + + + + + + + + + + + + + + + + +! RCL at Gutchovgue, Town of Southo Id 0 0. 0 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.19 1.40 0.02 0.0 0 0.02 0. 1 0.01 0. 0 0.00 0.00 0.00 0.00 0.00!1Tp,1NE� PpA Suffolk County, New York N + + + + + + + + + + + 4 + + + + + + + + + OF m 0.0 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0. 5 0.17 0.10 0.03 .01 0.00 0.00 0.00 0.00 0.00; s 1 N + + + + + + + + + + + + + + + + + + + 1L I GNMENT L I G�tT I NG PLAN 1 0.00 00 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.01 0.07 0.2 0.03 0.01 0.00 0.00 0.00 0.00 + + + + + + + + + + + + + + + + + + ! /' 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.0 . 0 0.00 0.01 0.03 0.0 0.06 0.01 0.00 0.00 .00 � formerly 11 County Tax Map District 1000 sectiQF, lOa Block OI Lot 38 + + + + + + + + + + + + + + + + + + ' 0.00 0.00 0.0 0. .00 0.00 0.00 0.00 0.00 0. 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 + + + + + + + + + + + + + + + + + + + + + / k O MGGQ1`�JL MAP PREPARED 0- .00 0.,00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 / �Q\Q00-�4.2-i � ' JUN. 11, 2015 + + + + + + + + + + + + + , 0.00 .00 0.00 .00 0. . 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 + + + + + + + + + + + + + + + + + + + + + TINY � Record of Revisions 0.00 0.00 0. 0 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 REVISION DATE ( MULTIPLE 5EP. 16" 2015 1 t AMEND LIGHTING NOV. 06,201=✓ 1 5 ADD 516N 4 EASEMENT NOTE NOV. I5, 2015 { t UTILITIES, PARKING 4 5GDH5 JAN. 1q, 2016 1 1 UPDATE ARCH, NY5DOT 4 5GDH5 JUN. 10, 2016 ( o 30 0 15 50 60 q0 LIGHTING PLAN JUL 1 4 2016 MT4-" 5Gale: 1" = 50' SCALE: I"=40' J05 NO.Southold Town DWG. 20 4-020?-lpite Ian I OF 5 El = MONUMENT 5E7 = MONUMENT FOUND Q= 51rAKE SET e= STAKE FOUND Planning Board (7 UNAUTHORIZED ALTERATION OR ADOITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR EP.ECTION OF FENCES.(3)COPIES OF THI5 SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICA10 HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11,101 tel. 631.121.2303 fax. 631.121.0144 admin@youngengineering.com Mq4 DRAINAGE DESIGN CRITERIA 4 CALCULATIONS lr -' / yolm�J ' 1 Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer im nk F{10.04 V = A R G 8.63 A = AREA OF TRIBUTARY (S.F.) Robert G. Tast, Architect J //A 18.89 I ' y/ / ( g 34 Douglas E. Adams, Professional Engineer R = RAINFALL (FTJ 0.53 ter/ ,9.17 �,. G = RAINCOEFFICIENT OF RUNOFF ` 20.58 18,96 t.o9 / o W E 0.75�\ ,,.,.r'--� •', 05#I.I 4 #12 A=22,gg3 SF / •' • SITE DATA REQUIRED VOLUME PAVEMENT: 16,'180 S.F. x 2/12 x 1.00 = 2,1q'i G.F. LANDSCAPE: 6,213 S.F. x 2/12 x 0.10 = 104 G.F. �,.'' TOTAL AREA = 50,000 SF S TOTAL REQUIRED = 2,g01 G.F. / PROVIDED VOLUME / / /` �,. 2 69 ZONING USE D15TRICT = AGRICULTURAL CONSERVATION (AG) USE LEACHING FIELD 1.0 / (5) 10' DIA. x 10' DEEP POOLS = 3.421 G.F / p �� / VERTICAL DATUM f�-\�\,��i /� 0.49''• �2� zt.66 = NAD88 -./ 079 TD#2.1 21.77 ,.--' \�'' / / �r- 21.46 A=q,522 SF T��� REQUIRED VOLUME 20 p�s �'' �2 " y \��\ )0` 0 PAVEMENT: 2,51-1 S.F. x 2/12 x 1.00 = 420 G.F. 2212 - Cif'\\ ' / , \q'�j� �'i�rAQ �(�i�Q x. _ �p = : . CAST IRON FRAME 8 COVER f'/ �' / 2 0 'C�'\J �� \\`� �N I�QQ <. ` 0000000 CAMPBELL FOUNDRY, PAT. NO. LANDSCAPE: 1,050 S.F. x 2/12 x 0.10 = 18 G.F. , BARN ROOF: 1,520 S.F. x 2/12 x 1.00 = 303 G.F. tiry �.� P.\� 9 -( ,,: 0000000 3407 OR APPROVED EQUAL. GREEN ROOF: 4,435 S.F. x 2/12 x 0.50 = 310 G.F. 2.52 2�1 _ Q� \'\� �' T 0000000 TOTAL REQUIRED = 1,111 G.F. /'� '� 000 00 ¢ -'` e .•'> z . 7� G0 P'�0 0000000 PROVIDED VOLUME �� /•' �`p - USE LEACHING FIELD 2.0 2.ss tO\ / / 24 -y 0000000 . 4000 PSI PRECAST CONCRETE I``\\ + / / � `� 0000000 (3) 10' DIA. x a' DEEP POOLS = 1.642 G.F 20 OF 18"HDPE BOX MFG. BY SUFFOLK �_,..: ,. OR APPROVED EQUAL. CEMENT @ 1.000% 20' OF IS"HDPE DRAINAGE PIPE 23.01 LIT f% I �•' `��' � `.--,� c \ 5 POOLS 1" ' 10'DIA.xlO' DEEP 4000 PSI PRECAST CONCRETE 30T F do BOT OF LP=6.80 TRAFFIC BEARING TOP SLAB G\' ( - AS MFG. BY SUFFOLK GEMENT �2 // e` - i ? (3' _ OR APPROVED EQUAL. / - , /- 24 f .� .15 + 3.43 / / / _ r fRASH j- ENCL. �$ '\ ,, 4000 PSI PRECAST CONCRETE D BOX AS MF(5. BY SUFFOLK 0 GEMENT OR APPROVED EQUAL. / / q +25.20 W �.f 23.7t+ / sem`' b DRAINAGE PIPE / E \ STO .47 4000 PSI PRECAST CONCRETE / -' SIGN = BOTTOM SLAB W/ SUMP AS \� / \\ \ 255NL MFG. BY SUFFOLK GEMENT OR 25.8p A 11 24.1 24.29 a TRIBUTARY A SHS. \ d " \ \1 0 , yAP�Y APPROVED EQUAL. 24.0 �s +� POST \ BOUNDARYDR��R1 24.33 �f\t, +25.41 / \ ?8 �IV 5�P -'' �21�.:•. 23.86 / \�o�QP \ 4.0 \ r �0 ' � 0°°0.5k� ��- � / ��\�R 2s� 11� �.00 4.0 /� . %:f? r \ \ 1,1 NOTE; 2 .13� 1 1 I I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF 9'-O", -14.40 / h/ / 22= 21. 61 �I ` N "(j 2.DEPTHS GREATER THAN q'-0"SHALL HAVE WIRE FABRIC CONCRETE / 3.92 23.58 N m III I 21.85 1 `� m 4.08 r rn � REINFORCEMENT 3"x12",I AND 2 MIN.VERTICAL WIRES- 12"0.0,I/2"MIN.COVER. 1 / IIIA I I- )`� "`\ o 23.47 25.841- I I 21.59 11 3 f� "4.8 m I+7--' 7-22-+- � / �` 3 CATCH ES/�SIN 2' x �F SLUSH GRATE / f / 25.09 \\\ 23- - } -- / 9 O NTS /` +\`26 254 26 '\` +14.66 / z 26.72 ENGINEER'S CERTIFICATION s y I FE �y/� - -.°• .- 1 jl+ 2� � '�c �`� I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DE5I6NED BY ME ti 9 r OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH I FE ry^ ''�i.00 !j 2"Dot4ESTIC `~ '7 '` fl STUDY OF THE SOIL, SITE AND GROUNDWATE �1'110N LL 51Dvt K:, 1 f O FACILITIES, AS PROPOSED, CONFORM TO E 'GC U�1 a.: b"FIREfI! ( I 9 LINE 1 U� �� DEPARTMENT OF HEALTH SERVICES CON �1�5-tA'1 D IN LP X o �e 1 R �r},�i� ' I EFFECT A5 OF THIS DATE. r "I w In 25.71 / LP i r 1 \ t J f ir sLFV 2" CRUSHED SHELLS OR HOWARD W. YOUNG N.Y.S. L.S. NO. 458g3n STONE BLEND � Z CD n o zs Qo r ovER-RUN t, THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 ' S 1 3 BIKE { 1' .,. '. 1 -�, Z 4 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOag7 70 c m \\ � 27.\21 n Q = _ "low line" ' ---�-'^ a �' I u a _° 4 5UR\/EY0R'5 CERTIFICATION 4 4 aI rs v SANITARY '� - o I n1uIUI11IIII, �� 4- . -4 - a 4 - e• d _ SYSTEM NO.2 O HYDRANT I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING BOTTOM 4id 0o \ i' -i OF SLOPE \�. BOUNDARY AND TOPOGRAPHICAL 5URVEY5 MADE BY US AND/OR DRAINAGE ftl EL=28.90 GRANITE y .\y /�?1 t 24.9 j\\ \\.\\/\i\/\/\\/� /\ PIPE _1_ r EL=4175 PA�/EARSI UNDER OUR DIRECTION. PAVER OF CAST IRON FRAME COVER eAY ,�''Yy�-,, \� � t. dG 28.00 � X8.50 _ � ' U \ \ 4" RECYCLED CONCRETE �`r (T� ,V N > m , ICJ G� I = m SASE COURSE �\' CAMPBELL FOUNDRY, PAT. NO. �i o .q <. < .28 0 \ 24. 1 1007G OR APPROVED EQUAL / /� .�� +2 75 - -( �- - j� � .�''� 8,4 ��',,,, �p, _ 6" STABILIZED SOIL BASE ON INSPECTION POOL ONLY. o � s o o /TEST GO s� -26 - d rn2 1 0 BORING /��.�.� �� c a g 1/ +':27,.13 p O \ PRECAST DOME A5 / u6-1 3 .? F �� 1 _ �°y � ^.. \\ -•=1'� �, MFG. BY SUFFOLK < / `'�6 �$< / ��'° - �aS o \ PAVEMENT SECTION � x L,> ✓'G' co GEMENT OR \ / / S� I Q ; A W \ NTS HOWARD W. YOUNG, N.Y.S. L.S. NO. 45883 APPROVED EQUAL. k Too, ROOF 55 / DRAIN \ 2 U O _ EOLO2730E '1 26.85+ \ +25.14 MGGALL NI N=RY s \ \\ BUILDING LINE / 880�< / ry = TRIBUTARY 1 I z \ o ry BOUNDARY I I at Cutchougue, TOWn of Southold E GROUT AROUND BELOW GRADE E2 Suffolk County, New York ENTIRE PIPE N lTl LF#2.0 1 r\ 3 POOLS / 1 I0'D1A.xa' DEEP i GRADING 4 17RA I NAGE PLAN C4 v PRECAST CONCRETE EDGE OF �' B -18 N1 0 4 DRAIN RINGS AS MFG. BOT OF LP=6.80 I LAND5GAPIKS O BY SUFFOLK GEMENT GRANITE CURB 1,642 OF 0 OR APPROVED EQUAL EL=41.75 27 BW_28 1 I \ County Tax Map District 1000 Section lOcT Block 01 Lot 38 I a ®0® 3� �0 2(�O.001 1 Ill +27.25 MAP PREPARED JUN. 11, 2015 5FRl- 36 3° ��^ TD#2 \ 1 Record of Revisions / =17AO VINES WITHIN BERM LIMITS TO , " /'C E=14.50 \ 1 REVISION DATE BE REMOVED AND REPLANTED e ° MULTIPLE SEP. 16, 2015 AMEND LISHTIN& NOV. 065, :2015 GW EL 30 BOTT 2n O� Tp,IN D p�RGEL\\ +28.87 1 ADD 516 PARKE � T NOTDH5 O .N. 15, 2015 SLOPE _ UPDATE ARCH, NYSDOT 8 5GDH5 JUN. 10, 2016 EL=28.90 LEACH I NG POOL Z 2850 \ \ \ NT5 \ \ 1 rnerly 1 . \now or �Gall LLG 30 0 15 30 bo qo I,•I�I�er \ JUL 14 2016 I�o(o-116-1��G�S 1 6ld Town JOB NO. 2014-0201 ` / �,1Yp�� a4 1 PlannSOUting board n E = MONUMENT 5ET ■= MONUMENT FOUND �= 5T,AKE SET e= 5TAKE FOUND V 1i~ \\ DWG. 2014_0201_siteplan SSS SSS 1 2 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES APE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA V AUD TRUE COPY.(4)ORS. INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS FR (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@CESSPOOLS(CP)SHOWN HEREON ARE OM FIELD OBSERVATIONS AND OR DATA OBTAINEDFROMM OTHERS. :2 2C 0.12-./, / 400 Ostrander Avenue, Riverhead, New York 11401 ''- - - tel. 631.?27.2303 fax. 651.'127.0144 2 •69 admin@youngengineering.com ENTRY LEVEL a,�\?! �Q � - � ` FFEL=29.50 \�\•�'� � 0.49 i 21.66 riA� fiik • RIM EL=27.00 ro i 21.77 \ / / - 0�9 Howard W. Young, Land Surveyor N X RIM EL=26-75 / /- � 21.46 11 �L Thomas G. WOlpert, Professional Engineer � RIM EL=26.75 Douglas E. Adams, Professional Engineer iv N Robert G. Tast, Architect �- ----- ._.-.......... --- - \[V 00 22.12 �i\'� k" VA- 20" M MIN. nn N S l,.' �/ . �-( \\�\ �,\� �\J �O SANITARY DE51GN CRITERIA 4 CALCULATIONS MIN. ,outlg-/l-gollrts - -- ---- MECHANICAL 2.52 r' '- __ Roots ; _ \���i� 5EW,4GE DESIGN CRITERIA / P GROUNDWATER MANAGEMENT ZONE = ZONE IV �' � e1.9 ' \�` \\ METHOD OF WATER SUPPLY = PUBLIC z BSMT LEVEL ,. - TOTAL AREA - 86.1"1 ACRES o FFEL-18.00 ' - Q i �� y \ 23' 7� �O �Qo AREA SUBJECT TO DEVELOPMENT RIGHTS =TAINED PARCELS 83.3a ACRES c7 0 (n \ / / I (NOT FERTAREA OF ILIZATION DEPENDENT) = 2.'IS ACRES _ "' 24. o a __._._.____..--------------__ -__ G�' \O / / - (/ \2 20' OF 18"HDPE ALLOWABLE SANITARY FLOW (DENSITY) = 600 GPD/ACRE o = o - '\ _ t� \ / 0 600 GPD x 2.18 ACRES = 1 68 GPD U) FROM GREASE TRAP Y _ a W _-__._.__......._.._._..__ ._.__----_..___. o IE-12.82 p� _ ,2�\!�� �/ Zai �` �� �' 9� ® 1.000/o DENSITY CALCULATION b Wo 60, ;E, o /\�i� 20' OF 15"HDPE EXISTING WINE TASTING BARN o - IE=13.72) _ �' V \ I•000 WINE TASTING: 45 000 @ 5 GPD/OCG = 240 GPD ® / \\ / / f N # STORAGE: -f62 5F @ 0.04 GPD/5F = 31 GPD PROVIDE CAST IRON -24- _ 1 L.F I•O -- - - IE=12.32 I.00' I 0.50' IE=12.82 HOUSE TRAP WITH f j 3.01 / / / 'L \\ -/ �� �� \ 5 POOLS PROPOSED WINERY 'IE=12.2 45'OF 4"PVC @ 2.000% CLEANOUT. / '\�- ® m \ I I WINE MAKING 4 STORAGE IE=11.91 IE=11.99 > 8'OF 4"PVC @ 1.000% p 033' i'` / / / / /„\) / / / 1 IOD I Ax 10' DEEP INDUSTRIAL/STORAGE: 16,412 5F @ 0.04 GPD/5F = 676 GPD a - obi BAFFLE / / o G\�QJ I / / BOT OF LP=6.PJO (NI)WINE TASTING (PRIVATE) 10 OCC 5 GPD/OCG = 50 GPD m 8'OF 4"PVC p v OFFICE: 445 5F @ 0.06 GPD/SF = 5-7 GPD -_ @ 1.000°iQ LL o /� \ �, / �� / V) 3,284 GF _ /' TOTAL PROPOSED FLOW (DENSITY) = 1,054 GPD LL o ED DISTRIBUTION o.6 r' 16 X00 / / 3 0 W LEACHING POOL LEACHING POOL -T -��'` / 22.50` ��j / o / / J DESIGN CALCULATIONS SANITARY SYSTEM NO. s' 8' 10.00' 10' � 22.72 / .15 PROPOSED WINERY BOT EL=5.91 T -�.43 j / D TEST HOLE DATA WINE MAKING 8 STORAGE 2000 GAL. SEPTIC TANK / / I! 1 N BY LAND,AIR,WATER INDUSTRIAL/STORAGE: 16,412 SF ® 0.04 GPD/SF = 676 GPD / /-I"RASH �� 1 ENVIRONMENTAL SERVICES, INC. WINE TASTING (PRIVATE) IO OGG ® -1.5 GPD/OCG = '75 GPD / /• Q DATE: .1AN.21,2015 M TOTAL OF 3 POOLS 10' DIA. x 6.0' DEEP = 565 SFSWA / / /, o / EN 'L. _ �$ \ OFFICE: 445 SF 0.06 GPD/SF = 5-1 GPD SANITARY SYSTEM NO.I / / \- o �7' v B-1 TOTAL DESIGN FLOW = 808 GPD HIGHEST EXPECTED GW EL=2.8 n / / / 1 N 0.0' EL-26.83 / _\ 1 BROWN SILTY SAND GREASE TRAP +25.20 \ 1 (SW) FINE REQ. 10 000 ® 2.5 GPD/OCG / / \ TRACE OF GRAVEL USE I TANK 6' DIA. x 5' LIQUID DEPTH , 25 GAL. 23.71+ �'�� i 2•D' = 1,500 GAL. / \ I 1112 2�� (SM/SW) FINE/MEDIUM T BROWN SILTY SAND SEPTIC TANK E ' 4 0 TRACE OF GRAVEL REQ. 808 GPD x 2 DAYS /• -\ [' = 1,616 GAL. / \- 2 ��3 STO ! USE I TANK 10' DIA. x 4' LIQUID DEPTH = 2,000 GAL. RIM EL=27.60 ° -\\_ N ENTRY LEVEL /� ° 1 4.7 LEACHING POOL5 FFEL=29.50 / / .\_\ ,1ll + REQ. 808 GPD / 1.5 GPD/S.F. = 534 5.F.5.W.A. N / / SIGN \:\ ��1 25 97 L� USE 3 POOLS 10' DIA. x 6' DEEP = 565 5.F.5.W.A. SANITARY NOTES 24.17 2 29 a t 25 8 + V 51� 1 LIGHT BROWN SILTY SAND DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 I.ALL CONSTRUCTION TO BE VN ACCORDANCE WITH SUFFOLK -� O 1 /1 -\ n G�USN y /� \ (SW) MEDIUM TO FINE PROPOSED WINERY COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. r` �� / POST V! \ 4\ �� 1/Rr` TRACE OF GRAVEL t / WINE PROCESSING 2.ALL GONERS TO BE HEAVY DUTY CAST IRON FRAME AND LOCKING / \ �- ` � �/, COVER CAMPBELL FOUNDRY PAT.a 100"70 OR APPROVED EQUAL. / / \ \ 2 WASH DOWNS/DAY @ 200 GAL/WASH DOWN = 400 GPD 3.ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSI. A � cjT� a/ TOTAL DESIGN FLOW 4.ALL PRECAST CONCRETE SLABS B PRECAST CONCRETE MN. 4.06 -`-25.41 / \�s 1; = 400 GPD COVERS SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. SEPTIC TANK 5.BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM REQ. 400 GPD x 2 DAYS OF 3 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. - -----• / �Q .00 1 O USE I TANK 6' DIA. x 4' LIQUID DEPTH = 500 GAL. Z 24.0' GW EL=2.83 = 1,200 GAL. 6.THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF MECHANICAL / } 0 SLAB SHALL BE 2.5 FEET. 0 ROOM / \ 1 \` 0 LIGHT BROWN SILTY SAND IN WATER LEACHING POOLS O i i ll\ (SW) MEDIUM TO FINE �` REQ. 400 GPD / 1.5 GPD/S.F. = 26'1 5.F.S.W.A. / 2 .13 I Sa TRACE OF GRAVEL USE 2 POOLS 8 DIA. x 6 DEEP = 300 5.F.5.W.A. 7.LEACHING POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR J 30.0' OF GLEAN SAND. I � � � � � vii BSMT LEVEL o �22- 21• 1 t �1� N b.EXCAVATION FOR LEAGHINIG POOLS MUST PENETRATE A � -- - FFEL=18.00 cry � G MINIMUM OF 6 FEET INTO A VIIR&IN STRATA OF SAND a 6RAVEL a /� rn I I I 21.85 �i I ' ° m NOTE BELOW THE BOTTOM OF THE PROPOSED LEACHING POOLS. W (NI) PRIVATE WINE TASTING IN BOARD ROOM. 9. IE = INVERT ELEVATION. 0 (N2) THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELL5 I 1 ' I 11 or�or 25.84+ WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. 21.59 z ( , 21.78 22-+- - �•�7 ' ?h\ v' 25.09 24- ` �' / ENGINEER'S CERTIFICATION r_ 26.72 '26- 26 1 f ~: �v IE=13.50 --7 + d/: _11 a � - r O I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE 9'OF 6"PVC @ 2.000% par0 IE=14.00 �' � 26 `� DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME TO SEPTIC TANK O .N � Q 25'OF 4"PVC @ 2.000% O ° 1 `O -d �,� 1 � i� OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH O O NA PROVIDE CAST IRON I" �,G O° FACILITIES, AS PSTUDY OF THE ROPOSED,ED, CONFORML, 51TE AND OR UNT O Orr(F -LK-000NLL O O I j_ o n o 1 IE=13.00 HOUSE TRAP WITH4 0.33' CLEANOUT. rZr1 'I �!F� 1 1�1w1.5'TA'NDARD IN DEPARTMENT OF HEALTH SERVICES CON �•' - a � EFFECT AS OF THIS DATE. f , 0 . MONOLITHIC 'v/ r v 1 +26. 2-1 /, I �• `*[ 10' Q FE �yA HOWARD W. YOUNG, N.Y.5. L.5. NO. 45643n 1500 GAL GREASE TRAP THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61463 3 FE / I� `� "'° DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 60847 -- i' GRAM- 2`1.00 jl 2" DOME5TIG 1 ° SAN I TARY SYSTEM NO.1 GREASE TRAP I O t s rDvL K;1 611 I R>=J'jI f ; �`'' N a dung-d-gou F� LINE -1 D c , -� SURVEYOR 5 CERTIFICATION w In 25.71 LP 4 1 r \-26 1 HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR s RIM EL=27.60 S T R = FE ` v UNDER OUR DIIREGTION. ENTRY LEVEL I L� ° N ' FFEL-29.50 O. o � RIM EL=26.75 - , Q N rr1 f` • ® 0 i ( O +� ° MASONRY ° S O 200 Ci _ ? MIN.20" 20" .4 1 ' ' ' ( •je°f r !' ,�`` I i <(i 0 j I MIN. -I -O Z ti r-}` � a = ''; \� I_ _ _ v HOWARD W. YOUNG, N.Y.S. L.S. NO. 45843 VA gn z MECHANICAL r� -� "low line" 1 C7 ROOM Y�l I VERY a BSMT LEVEL �, � SAN I TARY --v a I _ FFEL=18.00 BOTTOM JP Q)00 SYSTEM NO.2 a° � }iYDRANT 7 McGALL IN I Nr-RY 0 a \. (� OF SLOPE �� ���' E o rn EL=28.90 ��' \ GRANITE o a \ /moi #249 at GutGhoV ue Town of Southold a a o r ER ." GRA55 7 ? g W / \ EL=41.75 a- _ , �� PAVERS I 7 Suffolk County, New York WATER SUPPLY I$ SEWAGE D 15P0 ! �J; SAL PLAN 8'OF 4"PVC @ 1.000 � � h^ \ � \ dG 29.00 128.50 1 r > \ \ o ____ ___ __.__. _._ IE=14.00 �� G I �ti ( Count Tax Md District 1000 Section 1.61' IE=13.34 / Uj � / \ \ / � I�8 r 0 24 1 y p IOa Block OI Lot 38 o = TOTAL OF 2 POOLS IE=12.76 IE=12.84 I.00' 1 �oso'- PROVIDE CAST IRON ��J / 1 /Q / \ ��9 +2 75 - O 11 \ a w S' DIA. X 6' DEEP 0 0 3, 33'OF 4"PVC @ 2.000% HOUSE TRAP WITH / '� / \ - � $� I i �. I G \ MAP PREPARED JUN. 11, 2015 QN O =500 5F5WA O CLEANOUT. 1 W o 6-r' TEST G r �� >_ _. ___ -.-.--_._ _ __ BAFFLE C1 Record of Revisions / •� +27.13 A O DATE U ` - LL BRING \ �. .�� � � � \ � O 1T -� 1 \ REVISION / \ -��6 }$< / \ /27 0 GAS m \ MULTIPLE SEP. I6, 2015 ' AMEND LIGHTING W BOT EL=6.76 _ O Z NOV. O6 2015 81 a.001 10,� � \ / � s� > 7d �' � ADD SIGN 8 EASEMENT-NOTE NON. 8, 2015 \ UTILITIES, PARKING 5GDH5 JAN. 14, 2016 1200 GAL. SEPTIC TANK \ / UPDATE ARCH, NY5DOT 4 50DH5 JUN. 10, 2016 U �/' � \ ROOF / / � � Q� ;� 1 \ 20 O 10 20 40 60 r HIGHEST EXPECTED GW EL=2.8 \ 1 DRAIN SAN I TARY SYSTEM NO.2 / �s \ \ \ TOP / UOF SLOPE JOB NO. 2014-0201 0 EL=27.30 , 26.85+ DWG. 2014_0201_sitepIon 5 OF 5 r (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING SIRUCTVFES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERPFlCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 2"x4" WOOD P05T /// / 400 Ostrander Avenue, Riverhead, New York 11,101 / i �•� tel. 631.12-7.2303 fax. 631.721.0144 FILTER CLOTH WOVEN WIRE FENCE �7 / �.�'' admin@youngengineering.com 2"x4" WOOD RAIL 5TABILIZED `ti`/ 8.00' CONSTRUCTION '2�i °� / T �� WOVEN WIRE ENTRANCE / _01' / EXISTING TREE T FENCE Howard W. Young, Land Surveyor o\2\�0 / - / Thomas G. Wolpert, Professional Engineer IJ TO REMAIN - -� 0- 2086 � 66 Douglas E. Adams, Pro Vessional Engineer 21.77FILTER CLOTH :2"x4" WOOD UNDISTURBED / SER 21.46 Robert G. Tast, Architect RAILSDISTURBED 10 AREA FLOW AREA - -- - I ,•.-- O.-` ,•` M��' �� i \ 1 �I oQ� \\ _ I _ 22-2"x4 WOOD POST 12+1, n z SECTION ELEVATION FIN. GRADE 2.52 r' Gjl r GENERAL POLLUTION CONTROL MEA5URE5 PLAN ELEVATION � �/ 't INLET PROTECTION V ¢ / ' Y IN ACCORDANCE WITH THE PROVISIONS OF THE NI`5DEG GENERAL `\ l 22`56 // 24 5TORMWATER PERMIT, STORM WATER MANAGEMENT AND F-RO51ON TREE PROTECTION SILT FENCE \ \� NT5 20' OF IS"HDPE AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED 70, NT5 _ '� f" 2\ // , 1 ® 1.00090 r °-� THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: � -- ,/ . ¢--` ' �• 20 OF IS HDPE ' 1 ® 1.00090 I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY - IN57ALLA71ON OF CONSTRUCTION FENCE OR OTHER APPROVED 23'01 �,S �' , // / \ ti •' `'�, 11 ` `�\ 5 POOLS S MEANS) AND SHALL REMAIN UNDISTURBED. k0 -�~ ' 10'DIA.x1O' DEEP 2. CLEARING AND GRADING SHALL'BE SCHEDULED 50 A5 TO MINIMIZE BOT OF LP=6.80 THE EXTENT OF EXF05ED AREAS AND THE LENGTH OF TIME THAT ' AREAS ARE ARE EXPOSED. GRADED AND STRIPPED. AREAS SHALL BE 23.16 2"x4" WOOD FRAMEo\ 3284 OF KEPT STABILIZED THROUGH THE USE OF TEMPORARY 5EEDING A5 1oti � / �- / 6; s , 2:2.50 / 0 =_� `� 15 REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL FILTER FABRIC 43 ` / 22.72 / /�. 1 24 N CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL / / (RASH i DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED,';r' / / / I� O ' \ TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES a / ENCL. 1 SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. �- s / �'�• SILT \� l\ ' 3. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE +25.20 FENCE - �_ 1\ MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE 23.71+ / fi° ' '/ , ?u ?` DIVERTED AWAY FROM CLEARED SLOPES. r,,w23.86 n53 STO- D 1 4. SEDIMENT SHALL BE TRAPPEON THE 51TE AND NOT PERMITTED ° 00000000 1� 1 TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE kA �A47 SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE 00000000 $ LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND 00000000 \� / �•' SIGN 25:8p I �\ 125.9 STAGING SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. L001001 00241 2 s od TRIBUTARY �',, 5H '00AREA 24.14 / �' e tik POSTBOUNDARY D � . 5. A 5TABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO + / il PREVENT SOIL AND L005E DEBRIS FROM BEING TRACKED ONTO 00 24.0 ��/ ; � � �..�' I 24.33 ` E / rn� 4.0 +25.41( k 2$ 15T� LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED 2 \/ °�, / V PIS \ I \ k; 3.86 UNTIL THE SITE IS PERMANENTLY STABILIZED. / \ 1� ' 6.00 '1 'N O 24.08 0°�' ti�� �° 6. ALL RUNOFF SHALL BE RETAINED ON-517E IN ACCWITH TH �� 1 22 "1 LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED // - t PLAN ,#:1 40 // / m `J�o 2 -13 i 1 ��� f i , L!C SZ ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH ff 3.92 22- 21. 11 �'N N '(� 2"x4" WOOD STAKES / �' ° f=' 23.58 m d' I� 1 1 21,85 111 I ° rn 'jl THE USE OF APPROPRIATE INLET PROTECTION. v - 23.47 / + ,IIII h-1 1= )� � ��1 O 7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING 25.84 ' 1 1 12178 21.59 1 Oma: o_ ) c CONSTRUCTION: A. WATER-DOWN ACCESS WAY5, STOCKPILES, AND -22-+- - �_ $ P z ,� � / MATERIAL PRIOR TO LOADING; B. LIMIT ON-517E VEHICULAR SPEEDS / me 25.( �� -_-23- k / '; 6' . . f L 3 \\ _ - _ rn , 9 TO 5 MPH; G. PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND CONSTRUCTION DEBRIS. FILTER FABRIC j / / o - 24- II -1•24.66 26.72 kl -.,a•-..�-- ,-- ' 'ar Y Z' °2"x4" WOOD FRAME z g 2"x4" WOOD STAKES �o� `" 6' - k:-=''o �°' ��Q; �� 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES I ` -� SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE SILT °-l6 !! / `,�.ir ' PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, `c 1 __ �_3 PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND X FENCE \_• ' / N DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS U1 ) 2s o !! + . 2 t r'.} \ 1 NECESSARY. g D 1 1 ' s S z � � ../ LI�� ' O 9. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO BE ® �'� �2� ! S PERFORMED A5 INDICATED BY PERIODIC INSPECTION AND AFTER m II II II I ry� -i2j-Op !! ~} �" 9 HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO { ¢ INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, ,III( ... SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF i-,= 71 25 d •TT SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, I _ ' 11 _i I 1 . / / ��t AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. I I I I I _ - SECTION I I 10. DURING CONSTRUCTION, THE GONTRAGTOR SHALL COMPLY WITH r o ;� •:.• 'g g-- , _) -�'y� r ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF 50LIP n s- C> R2-0, - ` 1 WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, AS WELL A5 FILTER FABRIC 9 � Z N `" � -:,� � -5� .i t ,��- ';` � _ {_ - O �f1, / :_;, ) �' �- I SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. BURIED 12" MIN. DRAINAGE O / II - q - INLET Z CO ° zgoo r 5" ,Gov R-Rix -C O Fa> � ,J 41 11. CONCRETE WASH-OUT OF READY-MIX TRUCKS 15 NOT PERMITTED INLET PROTECTION NOTES BIKE ' = O -t, rY,r h� / 1�__ AT THIS SITE. OKS 1.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE A d -S C """ _ Cy 27 1 UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR 15 USED FOR SHORT TERM APPLICATIONS. W 9W13 Ay -�-` ^ ® 1 ®®®'� �/ 1 RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF - - - JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT -/ ' __ ` 6 ` 7 CONSTRUCTION ACTIVITIES, PREPARATION OF INSPECTION REPORTS, STAKE. N U1rs 1-rIIII,IlIIl111,,, �, AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER 3.STAKE MATERIALS WILL BE STANDARD 2"x4"WOOD OR _l r v_ -_ ' ' EQUIVALENT.METAL WITH A MINIMUM LENGTH OF 3 FEET. BOTr AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEG GENERAL 4.SPACE 5TAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE / r 4 STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY (� oFslo GRANITE ,' 1 ,r /¢ 24.9 REQUIRED MODIFICATIONS TO THE SWPPP NECESSITATED BY FIELD A MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE 1T1 EL= 6 v!" r PAVER 1._ ✓ SRASS % 1 BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC ?, / EL=41.75 / 'y P L CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR FOR SUPPORT. 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUNDREVISION OF THE SWPPP WHERE APPROPRIATE. AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. �,yy �(,_, " 'It 6.A 2"x4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST. > pni /(j �G �G 2900 # 850 7.PROPRIETARY INLET PROTECTION MAY BE SUBSTITUTED IF +2 5126 24. 1 = ' APPROVED BY QUAILIFIED INSPECTOR. o \ I O /TEST}* GQ � '� ✓C� S(� S� - d r FILTER FABRIC DROP INLET PROTECTION / BORING ? 1 Q \ \\ NTS #B-1 3 F _ / � GAS 0 o / � J f SILT / \\ �` / w o' - ,1 N\ ` ENGINEER'S CERTIFICATION s FENCE I rRooF01 a / DRAIN \ z - \ \ 50 / eS \ OF OPE 1 pi:l�- % MIN. /\ 11 O 26.85+ +25.14 I, _ s STONE PAVEMENTEXISTING 01 EXISTING 2' S. PAVEMENT W \ BUILDING LINE <?B p�< / ' N IBUTARY s GROUND 7 \ 821 cr- BELOW GRADE o� / ry - B UNDARY 1 ,�� ED Oto z MOUNTABLE BERM N ;\ FILTER CLOTH EDGE OF \ `� ^ 3 O S 1 /� 1 c 3 < �.`� (OPTIONAL) \%.` 75 PROFILE N t LANDSCAPING N 10 IA. 8' DEEP o O GRANITE CURB � I �•-F'� °�' ' I, G I I DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 80897 `fir+ f c • B B 0 LP=II 1. THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 C� ��4� ti E L=41.75 =39 1 I I 27 50' =26 I _I Ao Q' ' MIN. T 3D '�0 2(� O SILT 1 +27.25 WASHRAGK N z BERM � TD# �WwOO FENCE �w� I (OPTIONAL) - � r�I I���� �� =17.9 1 VINES WITHIN BERM LIMITS TO 1 BE REMOVED AND REPLANTED e ° n? MGC.iAl.l. V�1I1� RY \ -: .':,_ :J�iliv.:: EXISTING IND +26.87 EXISTING �� _ -Q _ .:'60 -•. -_=- _- �_ PAVEMENT Bo o� 1 at Gutohougue, Town of Southold =-r � \ ► Suffolk County, New York 90 LIMIT OF CLEARING, _ = GRADING 4 GROUND 04 A 5TORMAATER MANAGEMENT CONTROL PLAN it I \\�,� erl D 15TURBA�IGE '� PLAN - or form y G noW r M�GQ11, l,L County Tax Map Dist,lct 1000 Section IOa Block OI Lot 38 a DRAINAGE TO SEDIMENT \60W�Ike O' .1-3 C, 5 1 o TRAPPING DEVICE MAP PREPARED SEP. 16, 2015 SEE NOTE 8 q vI CONSTRUCTION ENTRANCE NOTESRecord of Revisions \ \ 1- STONE SIZE-USE 2"STONE, OR A RECCLED CONCRETE EQUIVALENT. 2 Y +28.03 REVISION 2. LENGTH-NOT LE55 THAN 5FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 1 DATE C0 5. THICKNESS-NOT LE55 THAN b" rZ 1 AMEND LIGHTING NOV. 06, 2015 W 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR ADD SIGN 8 EASEMENT NOTE NOV. 8, 2015 � \ UTILITIES, PARKING 4 SGDHS JAN. 19, 2016 EGRESS OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. UPDATE ARCH NYSDOT 5GDH5 JUN. 10, 2016 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EN7RANCE5 SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A 1 MOUNTABLE BERM WITH 5:1 5LOIFE5 WILL BE PERMITTED. 7. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1 PREVENT TRACKING OR FLOW M&OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT v SPILLED,DROPPED,WASHED,OIR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED o IMMEDIATELY. D m S. PERIODIC, INSPECTION AND(MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) 30 0 15 30 60 90 0D CALENDAR DAYS. JUL 1 4 201 Scale: I" = 30' STAB I L I ZED CONSTRUCTION ENTRANCE NTS SouthoVdTown JOB NO. 2014-0201 Planning Board DWG. 2014_0201-siteplon 4 OF 5 (1)UNAUTHORIZED ALTERATION OR ADOITON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CR)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FROM OTHERS. 19.06 400 Ostrander Avenue, Riverhead, New York 11,101 tel. 631.727.2303 fax. 631.72'1.0144 / admin@youngengineering.com x19.14 4 4 9.84 f � Howard N. Young, Land Surveyor 18.44 Thomas G. Nolpert, Professional Engineer 0.04 O\18.89 - 8.63 Douglas E. Adams, Professional Engineer 0.53 / 19.-- � $ Robert G. Tast, Architect 1 20.58 18.96w 1.09 e 0.75 o 9.31 �5 f10.71 1.20 f1' / - S 1 TE DATA S /" a� 1' .00 TOTAL AREA = 50,000 5.F. /ti +21.26 . 0.12 1.72 - /,/ / 21169 VERTICAL DATUM = N.A.V. DATUM (10188) 20.52 0.49 /2 21.66 21.77_+ _ 441 21.46 fG. 2.06 -' � i� ,/ � // / �M�Ss�' _ 00 22.12 21.07 21.90 1.56 #3 2.52 2�1 / / i r 224"DIA 21.491.92 2367 4" DI I + 59 /./// / ` #t0 l 1 p 24. 1i 22" DIA \�• ' / / /1 40" DIA \ .45+ 2 I �' J O�� �`•/ / 7" 24.83 12" DIA -24- 24.74 / / ff6 o \ 3.,32,,-' .. ,7/ / J / ,/QJ / / 365 DIA / / #19 \ 23.98 " DIA 2 .16/\ - �O`tiY/ (` / 28' DIA +/--''i' °8' DIA 22.50_ �� f /O -25 ?-;5-99 #7a +25.13 25.15 #to #8 DIA `f 3.43 36" DIA B" DI #9 ' DIA #12 10"DIA 0 10"DI #13 3.72 ,." / // / #73 020 #14 8" DIA 3.07 / ^28" DIA #21 1\ 40" DIA 15 O 14" DIW. A +25.20 / SA 0" DIA 23.71+ SON p r 23.86 (\ i #16 � 8" DIA o +25.53 #17 4 J #22 #23 12" DIA 4.04 ,-��'` 24"DIA 12" DIA .47 3.44 + 5.5 SIGN 1 25.80+ 25.9 14" DIA 24.1 24.29 R POST 10"1 a 10" DIA I / 24.14+,0 L #72 #2a 24.0, �' / / 56' DIA / \ #27 14' DIA ,. / \ 10" DIA #26 � / J�` 4.0 1 +25.41 / 26� o"DI 24.33 0 23.86. OVO �� � 3.58 �� \ 26.00 24.40 / / h// �/ #71 1 I I �2 90# 1\ 0 368 3.92 36" DIA DIA N f 23.58 N m I I I 1 121.85 1 1 1\ rn (N 4.0811 23.47 25.84+ II II I I O z 1`1�X1.78 221.59+12�.�71 I #29 DIA 0 25.09 \��'- -243 + #35 63 DIA 106 DI #39 9 O X26- -T- 10" DI / 36" DIA Q N24.66 26.726" DIA O #70 o 26.73 #31 / O 24" DIA 10" DIA -A-A ,r Gd Q 'T I 8" DIA -ti 4.14 ? 5 8'/DV 1 Nf°°DED 1#z' DIA #41 S 3 A 0 o I // DI #3B ENG I NEERIS CERTIFICATION #40 24' DIA Q �d g . I 12" DIA I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEW 46E O DISPOSAL 5Y5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME O I 69"DIA 2l� v #42 12" DI fl OR UNDER MY DIRECTION. BASED UPON A CAREfbU OROUGH -127.00 1 r+ STUDY OF THE SOIL, SITE AND GROUNDWATER DIT,101� / 12" DI 9 FACILITIES, AS PROPOSED, CONFORM TOT .i`FO!=K"Lt� / #43 DEPARTMENT OF HEALTH SERVICES CONS U INT+"NS 25.71 / 88 DIA // #57 #56 #53 18" DIA ' EFFECT AS OF THIS DATE. F,� ,r�. � e}�,�'j'-•� o / #59 12" DIA 12" DIA 12"DI 1 / 12" DIA #54 12" DIA ° #°45 #47 5 #44 r'T 24' 36" DIA DIA y�/""' y ,//` ;3 s Ir $ O, I 7 # 5 1 �B �.CJ �. 4/✓ r / 12" DIA #fi0 24 DIA 24"DIA ~ Q O 123 DIA 20' I o O Z 0 / f #58 oDos HOWARD N. YOUNG, N.Y.S. L.S. NO. 458a3n #66° 14"o IA 36" DIA OF W -( �-s O 22"DIA EDGE 7 4d THOMAS G. NOLPERT, N.Y.S. P.E. NO. 61483 �, >> 1 3 #64 #4B DOUGLAS E. ADAMS, N.-T-.5. P.E. NO. S0Sct7 -t� 14" DI - '�1 112' DIA O 27.121 _ #65 // G /8" A 1 SURVEYOR'S CERTIFICATION 14' DIA / • 1 HEREBY CERTIFY THAT THI5 MAP NAS PREPARED UTILIZING a \ / #49. \ {24.9 BOUNDARY AND TOP06RAPHICAL SURVEYS MADE BY US AND/OR 14" DIA \ UNDER OUR DIRECTION. s N 0 a #52 F, N \ 36' DLA \ 24. 1 a ) / +26.75 +27.13 ` \ T y L4 f t _ HOWARD N. YOUNG, N.Y.S. L.S. NO. 458x3 �,• +25.14 26.85+ MGCALL NINER`I' `\ E � +2x.82 11 at Gutchougue, Town of Southold \ 0 Suffolk County, New York EXISTING CONDITIONS MAP o \ a +277.60 \\ I I County Tax Map District 1000 Section 10a Block 01 Lot 38 Q I •00 1 +27.25 MAP PREPARED JUN. 11, 2015 CL \ 1 Record of Revisions S�go00L��TT� \\ 1 RATE EVISION D MULTIPLE SEP. I6, 20 5 1 +2s.s7 AMEND LIGHTING NOV. 06, 2015 \ NO CHAN6E5 THI5 SHEET JAN. la, 2016 \ \ 11 NO GHAN6E5 THI5 SHEET JUN. 10, 2016 forrrler�y � 11 } \norl o� cGa��� LLG 30 O 15 30 60 a0 A6\Y-0r M ' JUL 1 4 2016 1600 a. Sonning Town Board � � 1 JOB N0. 2014-0201 0 = MONUMENT 5ET ®= MONUMENT FOUND �= 5T'AKE 5ET ®= STAKE FOUND \ Planning DWG. 2014_0201_511teplan 5 OF 5 r . P�U I'ARps \o gO F �,E T ?0 If f tl MCCALL ENTRANCE' S'IGNAGE PROPOSAL JUL 14 2016 Southold Town Planning Board t� AM 1A OIL ON Alt f AN AM, 49 �Y •S ewr��'�i � -+ ` 'fie' � 4Oi '+ '�._ � ..• , . , . .. ,. •• '�� � f -Z 1• i 1 ; 1 ► f t • • • •ISO - lbRt , ;�i ter• `.f Y � - •.��. �,�, . 1i• � N P I .�. • � �' � � r +�I �' . . ,• �• f'1�� '� • a' SAO Alm 4L 41 14�_ i 400 r k 'R MCCALL WINERY ENTRANCE SIGNAGE PROPOSAL -- PERSPECTIVE PMS 476 C NMS 1817 U PMS 5807 C 80'/ K 48" NO PUBLIC ACCESS 0 C, t W m WINES TASTING ROOM 300 YARDS TO THE WEST 0 KoE E VE LMCCALL ENTRANCE SIGNAGE PROPOSAL - ELEVATION onniinguthold Townlanning Board \ \\ \\ \'\ LEGEND NOTES: \ \ \\ \} TEST BORING LOCATION \\ `\ -�- WORK POINT Project Location: \\ ` \ 22600 New York State Route `\ \\ \ \' 25 Cutcho ue NY 11935 \ \\ - g \\ \ \\\ Project Description: \, \ \ NEW CONSTRUCTION - WINERY \\ \\\\\ \\\ Design Architect: 11 I \\ \ — ROAD\ \ \\\\, \ \SHOULDER \ 866 Avenue of the Americas, 11th floor \ \ EDGE OF ROAD \\ '\ New York, NY 10001 \ \\ p: 212,683.4890 \ \ \\ \ e: sarahjazmine@d-form-a.com *S I \\ \ w: www.d-f-a.com Qr \\ 1 / — I I � ,o„ `\ \\ Structural Consultant: \\\\ \ SILMAN \ \`\. \`•\ 32 Old Slip, 10th Floor ----------- __ \ \ \ \ \ New York, NY 10001 __ \ p: 212,620.7970 \ \--� �- -I�N-EEEE� ARDS \\ �\ \ \ \ e: hughes@silman.com \ w: www.silman.com V _ -' \ --- DIRECTION OF VINE ROWS \\ \\ \ \ // I/ / _ \w �-- --�------. -- _ � EXTENT OF VINEYARDS UTILITY POLE \\ \ \ \ MEP Consultant: 1 ` EMTEC \\ \` \ \\ // \ '`�-. ,�\� '�� \ \, \ \ 3555 Veterans Memorial Highway, Suite M I - / — . � . I .::N— . I I ,� '�\ ,� \ NEW SHADE \'\ Ronkonkoma, NY f` .1 I �'\, \` / TREE \ \ `'`=-. ,. Ilk \\ A ,\ \ \ \ p: 631.981.3990 , //_ / ,— / / / / //> 1___�_ =__ , `-- '```. \ � _ \ - / \\ \, I \`\ Civil Engineering Consultant: � </ 'z _1___1_______� ___40 ;;, __4WW_4=___"ffW�__ 1 . .- - \ YOUNG AND YOUNG \ / . �,....�.,,,_. ._.�..--._. ,W _ _ _,_. — — \ S's EXIST. IGN \ 400 Ostrander Avenue owaumm �_ — — — — — — — — — — — — — — — , WEATHER NG STEEL -EXIST. POST \\ ,-o"�R°N�t . \ \ \ \ \\ Riverhead, NY 11901 . _ — — — — — — — — — ,' LADDING/GUARDRAIL . . .\ - - 2 \ I \\ \\ p: 631.727.2303 \ I F \ n / ':� \. GRANITE CURB . , 1/, \ \ �" \ \\ \ ;,' I- - .ter. , u r- rr,, �\.r \ ��--�r.r;� - aI:�-.,,-r-r. 1111 \ \ \ Landscape Consultant: x_ / / .\ �,�. ,r,.,�..+i�.>ti.-$. - .M...,r,,:',,'.,,,,r.rn-,,,-.,,�--..I.\ ,.n.�,,.� --�., \ r ' \, '' I / T WALKOUT w.: /. \ ; \ r>t. �' _ _ "' �____—� ~ \'\ \ \ / ,/ \ ; �r� ; \ \ melk ' \ / \\ \ `l \ � " _ /". •\ . . ;, I'LL - y / ( -- { � .�.- /I 11/ EXIST. SIGN \ \ \\\ \ \ 111 John Street, Suite 2650 �, I / \\ .. \ \ �, _ ,I.-,- \ \ \ New York, NY 10038 1 r' \ i � I / \ L8 \ ___ __ ry,, _ \ �__ / \ \ \ \ p: 212.513.1025 \ 1 `\t� ' -"\ I I \ \ -7 \ e: melk melk-n c.com I / .� \ \ / / 1 \ i \\ ! \ \ @ y i . \ \ � -� ;h \ ; -- \ .� \ NOTES: \' \ � . 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'.. 631-830-02 2 . . ♦ ! ! ♦ , _ 8 I . p♦ _ _ C _.. ♦ ♦ 4 , .. .. .. _ . -. . _ _ .. ♦ , / _ + s ' e' tamJULi�� tomm@baldassano.com_ dassa I _ _ _ o co _ n _-___.._._. ..�.. \�,: " _ _ \ _...�....�.-- _ \ 201 \ _ , ... . . .... . .: \ � — ♦ _ .,.� w. ♦ . ♦ ♦ _ dassano.c .1:..,..1:..- ♦/ PQ . • .. . . ., . . .. ., -..;,:_:,.,._......W..L1..-- , ,' www + + ♦ la + , + . . _ / South orn \ f. o .� L . _ _ _ _ _ _ — \ " ' /" - ,, \ - I ) Planning Board �;!s♦���s;,'. 3-: z=,_'_.�1+ "':,: _ _ — _. _ -___.-awlwsw�w � I 1 ~'.'� 1 %-'1i f \ 1r'' \\ l \ ,, a ,`•♦�+ �, — _ x .y — -- "_,i._r _--_.- _ •M� -\ �� ' �' 11 - 1 tl ( �',`\ / ,/F F q,— "� �� C` � \ /\ -- , � _ — .�,-"ea..' -,..cam,..•.-.....•-.._...-..--._. _" /,— ,-�� / /' \ \ \� -, , \ �,�t'/ ci ______� ��'„_t- •\ L _ _ _ \ \ -- \ \ \ PROJECT: -..'-...". -- --_;\ i 1 1 \ - \ McCALL WINERY . - i/ / _ ------------ / \/ ,\ // / •,1 i ^'1/ \\ // / �'\ -) j\�-"\ �\ J rj \:\ // ') PROTECT TREES \`\ D I � \ I _ '' TO FURTHEST EXTENT \ CLIENT: _ I / _\ \ POSSIBLE \ McCALL WINES \ \ `11�1/ \ otia� /� �", ----�; -- -______— \11, SHEET TITLE �___:_ — ot, \`'\ SITE DEVELOPMENT PLAN 00 \ \ SCALE: \ 1/16" = 1' SEAL & SIGNATURE PROJECTNO: 13-02 DRAWING BY: ZZ CHK BY; SJF \� ,c�?,ED qRC,�, — -------- V`:, q�q ��� DRAWING N0: 4 46 \ �� TEST BORING LOCATIONS y= �� . * Vit''' * DATE 1 A006 S SITE DEVELOPMENT PLAN 9�F 020193 �p TB-1 05/02/2015 SEE GEOTECHNICAL REPORT SCALE: 1/16"=1'•0" s N OF NES CAD FILE N0: TB-2 05/02/2015 SEE GEOTECHNICAL REPORT TB-3 05/02/2015 SEE GEOTECHNICAL REPORT i t i i NOTE: NOTES: REFER TO THE LIGHTING FIXTURE SCHEDULE FOR THE COMPLETED DETAILED INFORMATION ON ALL LIGHTING FIXTURES INDICATED ON THIS SHEET Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: O 3 C/4 5 6 7 DFA `✓ a a 866 Avenue of the Americas, 11th floor 20'-11" 17'-6" 21'-2" 25'-10" 20'-11" 17'-6" 32'-6 1/2" 15'-2" New York, NY 10001 p: 212,683.4890 e: sarahjazmine@d-form-a.com w: www.d-f-a.com 02 02 01 02 ( 02 01 A302 A201 A301 A301 A201 j A301 Structural Consultant: j ILMAN II 32 Old Slip, 10th Floor -- - . ------- _ New York, NY 10001 p: 212.620.7970 -� e: hughes@silman.com CIP RETAINING WALL _ w: www.silman.com _ MEP ;.�., .'� y MM I f y RWLS o � EP Consultant: I a M G G G as N - EMTEC j E d1 011 3555 Veteran's Memorial Highway, Suite M � A502 g y' 01 Ronkonkoma, NY `OQ TRENCH DRA N 1% SLOPE A11 F \\ p� GQ' REFER TO PLLING G 631.981.3990 CASE STORAGE AREA --- - - ----------- - - - -- ----- -- - ;.: — — — — — — — �� T Civil Engineering Consultant 006 1% LOPE I` ~� A400 , 7:777 _77 YOUNG AND YOUNG 05 EL, 11' 6° FL OR DRAIN, _ `,, ' 400 Ostrander Avenue { �LOPE RE ER TO ,� N 1% �' LAB Riverhead, NY 11901 G 013 I PLUMBING LS �\ r: , 00 k O 9 01 0 4 0 -- — - -- -- - - - - . 631.727.2303 BO 4 A p2 2 E3.5 p' o LINTELS/OPENINGS r FOR DUCTS TO BE A110 i N COORDINATED 03 _ '}. I TRENGH DRAIN \ Landscape Consultant: + - - - - - - - - - - E - - - - - - - - – -D - - - - - - - - - - - - - -ll / IARC ITECTURAL REFER TO PLUMB NG - ♦ I: IFINI H CONCRETE -` lmelk I(THI SURFACE ONLY) ,. ,. c ,. . . ; .., . . . . ....:.,. .: . — — — _ - - - 1 - - - - -- --- �--- --------- - n Street, Suite 2650 EL.- 11 6" t — - _ _ p 111 Joh 'CRAWL SPACE C CRAWL SPE B { I L16 L16 L16 L16 INSULATED - \ I I I I I 1 )FIRESTAIR 1 I :tt. \\ New York, NY 10038 016 015 . E p ROLLING DOLOR 1 —I _ E \ p: 212.513.1025 - 01 I is 0z melk@melk-nyc A200 ---- A200 D CRAWL SPACE A 1 1 0000011011 -1 �. 014 ,�' �.�:• G g o i 1 NOTES: EL.- 11'_6.. 00000000 011DOO 00 N 1 BARREL ROOM — -- - -J :II'• I '; E \ cq co -.-- I 005 i NOT FOR CONSTRUCTION III � � -r I � �� -1� -1/- �I-" _l j; 1 i ,'•{,., ` I _ • : aaaaaaaa� J� _J L J� _/1- J as as - ;�: 2"XPS INSULATION R=10 II I j � I `• �- --�r- -�r-- -�r- -��- � 1% SLOPE it I CIP RETAINING WALL I I II II II II I I I 't ��E> DATE: aaaaaaaa _,00000 G -I I 4 A4aa a2 co °� - I I ARID 7R - - - --- ►_1 j o6 A400 ►os L o3 24 JUNE 2Q16 F nD - - I I I I - --- —I--� LCORE-VEST. 1 I 0 -_ '"i; + A302 OAK BARREL STORAGE i 1 012 I 1 001A MEP ; SHOWN FOR PLANNING I If If II I{ I I 0 ': 0000000 as as , „ NOT IN SCOPE I �- -��- J�- -�`- -��- -� I 1 i 001A I I � EL' -11 -6 ARCHITECTURAL 1000000 al II I II II laa 011 B - FINISH CONCRETE J J l- J i (THIS SURFACE ONLY) 1 ,j: EL.� -' 11''6" G� 00 �/ FLOOR DRAIN, N I -- `: ELEV: I :.,�; E REFEIiTO PLUMBING /0'2% :�= INTERIOR. 1 o'SLOPE - - ~ _ _ :�:. aaaaaaaa aa�aa - 1% SL PE I I , EXTERIOR. 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ONCRETE FLOG -� AW CUT JOINTS A40 02 1 wI_s -1 FINISH 1% SL PE affil b ' i (j JANITOR G EL,- 11' 1 010 EL. 1 UREST J. j- \ N - - ... - - - -- - - -- -- -- - -- -- --- 00 ----- ------- --------- --- - ---------- `- F B TTLING AREA I': - ----- -- - ---- --- - -- `;i--- - - - - - - o —# '' I `/ ✓ \ SPACELIST 1% S SL PE ♦ \ 05 BASEMENT LEVEL @ -11'-6" G 1 A400 G A400 ROOM NUMBER ROOM NAME CATEGORY NET AREA(SF) �/Q TRENCH RAIN �� ARCHITECT: '� REFER T PLUMBING 1% SLOP " ; a 001A MEP A STORAGE/MECHINCAL SPACES 143 �M,'� 09 02 05 03 1 ' T 001B!~+ MEPB STORAGE/MECHINCAL SPACES 88 ' A920 920 F 401 " 04 / Baldassano ARCHITECTURE 001C MEPC STORAGE/MECHINCAL SPACES 95 _ r"` �� A500 /� 31 West Main Street - Suite 205 001DM MEP b STORAGE/MECHINCAL SPACES 188 i i Patchogue, NY 1 1 772 r AREAS 3 20 . ,..,... _ ..; •... ., ..'..:. .::'_ '.. .r - .* � - - - -- 002 PROCESSING ROOM INDUSTRIAL • • • - ___ _ -_ . D I a; _ � 2 003 BOTTLING AREA INDUSTRIALAREAS 1408 . - -- -- - - - - - - al. WLS Y M ' — -- — _ p' 631-830-0282 004 VESTIBULE INDUSTRIALAREAS 552 r. INSULA ED - =� ° R • � � I,, ` JUL 14 1'71 _ MEP MEP , e: tomm@baldassano.com 005 BARREL ROOM y INDUSTRIALAREAS 2329_ ROLLIN DOOR F i 1001 B 001 B I 001 C _ f a c: w. www.baldassano.com 006 CASE STORAGE AREA INDUSTRIALAREAS 1408 ' " / a a Southold Town w 010 JANITOR INDUSTRIALAREAS 53 � � Planning ROarct 011 y UNISEX REST INDUSTRIALAREAS 53 FLOOR DRAIN, 10 FLOOR RAIN, REFER j a 012 CORE VESTIBULE _ INDUSTRIALAREAS 139 N REFER TO PLUMBING - TO PLU BING / LJ /01% 013 LAB INDUSTRIALAREAS 170 / 2/oLOPE A3ao PROJECT. UP. R MP. = McCALL WINERY BASEMENT LEVEL @-11'-6"TOTAL NET AREA(SF)= 10046 ROLL-DOWN - SECURITY SCREEN 1 1 ----+�-- 13,5% INCLINE -' a I' BASEMENT LEVEL @-11'-6"TOTAL GROSS AREA(SF)_ 11448 'WEATHERING STEEL CLADDING/GUARDRAIL - TRENCH DRAIN, �, _ _ ;'I �_ - --- BASEMENT LEVEL @ -9 -0 REFER TO PLUMBING �� a CONCRE E, j _ CIP CONCRETE CURB C-2 _ — — _ CLIENT: 007 BOARD ROOM UNCONCENTRATED ASSEMBLY 60$ - '- UP '►� r �__ _ ` _ - 008 CIRC BUISINE55AREAS 332 - - - ------ ---------- — ----- -- - -! ------ ------- - -- ----------;:�:: -- 0 A401- 04---------- - - i NOTE: NOTES: REFER TO THE LIGHTING FIXTURE SCHEDULE FOR THE COMPLETED DETAILED INFORMATION ON ALL LIGHTING FIXTURES INDICATED ON THIS SHEET Project Location: ----- --- - 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: 1 2 3 4 ( 5 ) 6 7 DFA 866 Avenue of the Americas, 11th floor 21'-2" 25'-10" 20'-11 L 17'-6" 32'-6 1/2" 15'-2" New York, NY 10001 p: 212.683.4890 e: sarahjazmine@d-form-a.com w: www.d-f-a.com 01 02 02 01 A302 —- A201 A301 A301 Structural Consultant: SILMAN 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com CIP RETAINING WALL w: www.silman.com , ,. ---------- --= ... MEP Consultant: A _ ,_. C ,_ ,- .;. •I: � , EMTEC 3555 Veteran's Memorial Highway, Suite M M Ronkonkoma, NY p: 631.981.3990 01 Civil Engineering ri n Consultant 1 j YOUNG AND YOUNG " 400 Ostrander Avenue 00Riverhead, NY 11901 - .:•,• 1 MEN'$ ` , 00 .:,: � \ \WOMEN'S r p. 631.727.2303 k' 104 ` 105 / tiI Landscape Consultant: CIRC B C' Imelk i,. 103 P\\ G . , .. ..... ... . . . . : . .. . - - _ - - - - - - - - ---- -- I 2650 A / s•, __ ;�, 111 John Street, Suite C a Vii' — -��� I New York, NY 10038 G G :�•. x I pf 212.513.1025 01 !---- — I 02 e: melk@melk-nyc.com A200 — --— . NOTES: 04 - N -- i �\ I NOT FOR CONSTRUCTION G FIRESTAIR 1 � II — — -- I _ II DATE: i. :BRI GE; E , + '�0" B IDG I I L10 - -I� tO II -- — — -- --- .. ---- .;. — — 101 I I F F' B IyDGE— ---� — — — — a— 01— —4— 7 I I I -- I I A302 24 JUNE 2016 � -:t,.• NUX � II I I I i I i ISI jl ', I, - -- EXTERIOR J I = L10 I I I co HIM IMCLI� 11 -- B 11081 J VTTr N / \,� / 02 • — — / / A300 G C_ IRc G 06/24/2016 100%CD SJF 06/13/2016 HEALTH DEPARTMENT RESUBMISSION SJF SJF • ' � 05/13!2016 95%CD j 11/25/2015 90%CD SJF NNISE� 11/03/2015 75%CD SJF E1] / 09/18/2015 PLANNING BOARD SUBMISSION SJF - _ '- �• -_-_ I / REV# DATE REASON FOR ISSUE CHECKED 00 �/ (0 --- --- -- -- - -- - E.5 011 OFFICE F.F. / OFFICE 106 j k` 00 SPACELIST BASEMENT LEVEL @ -11'-6" _ � �� , •;`. �/ � \` ROOM NUMBER —! ROOM NAME — _ CATEGORY NET AREA(SF) = CR/QA A// � \\ EL, +p -0" ARCHITECT: 001A —MEP A STORAGE/MECHINCAL SPACES 143 cn --- ----- -- — — -� T % ARB Baldassano ARCHITECTURE 0018 MEP B STORAGE/MECHINCAL SPACES 88 '.••: 001C MEPC STORAGE/MECHINCAL SPACES 95 `'' . '� �X/ 31 Weft Main Street - Suite 205 — OO1D _ MEP STORAGE/MECHINCAL SPACES 188 I ,�� Patchogue, NY 11772 r L10 INDUSTRIAL AREAS 3420 _...___ ___ _______ ROOM - -- _ -.. _-_-- - 002 PROCESSING __ _ _. _.._ __.. �-. __ _ D C 003 BOTTLING AREA INDUSTRIAL AREAS 1408 � ••r• / i `' ,� /,` p: 631-830-0282 . a ; - / e: tomm@baldassano.com 004 VESTIBULE INDUSTRIALAREAS 552 _ .•�`, / / � 1 005 —! BARREL ROOM _ — INDUSTRIALAREAS — 2329 � r - - -_ � � 1L 0 /-'/ � �� .lUL 1 4 2016 -�' � : _ - - .^--''r P. � I� w: www.baldassano.com __ - /�� �.J Southold Town 006 CASE STORAGE AREA INDUSTRIAL AREAS 1408 _ ' 010 JANITOR INDUSTRIAL AREAS 53 Planning Board_ L10 011 _ UNISEX REST INDUSTRIAL AREAS 53 012 CORE VESTIBULE INDUSTRIALAREAS 139 N 13.5% INCLINE , 01 013 LAB INDUSTRIAL AREAS _ 170A300 PROJECT: /,j G CON RETE BASEMENT LEVEL @-11'-6"TOTAL NET AREA(SF)= 10046 EL _ 11'-6" N' _ MCCALL WINERY BASEMENT LEVEL @-11'-6"TOTAL GROSS AREA(SF)= 11448 T.O. CURB -2 WEATHERING STEEL CLAD ING/GUARDRAIL BASEMENT LEVEL @ 4-0" _ -� CIP CONCRETE CURB ;:'•-� '� _ -_--- I CLIENT: �+ 007 BOARD ROOM UNCONCENTRATED ASSEMBLY 608 "" `- IVES -- — 008 _ CIRC BUISINESS AREAS 332 H - _.-- -- --------- -------- -- - --- -- --- --- -- — --- ------ { - -- -- — -- — ---- ---- ---- - - - - -- ------ ---- - McCALL W —— � ------------_ `,. ----V-RAIL, ILLUMINATED � 009 OFFICE BUISINESS AREAS 138 ' IL9 ILS HANDRAIL i ---- ---------- BASEMENT LEVEL @-9'-0"'TOTAL NET AREA(SF)= 1078 I I SHEET TITLE: BASEMENT LEVEL @-9-0 TOTAL GROSS AREA(SF)= 1353 :� � " 1 BRIDGE LEVEL @ 0'-0" -- — - j I I BRIDGE LEVEL FLOOR PLAN ROOM NUMBER ROOM NAME —` CATEGORY NET AREA(SF) I - I - 101 BRIDGE BUSINESS AREAS 701 L — — — — — — — — — — — — — _ SCALE: 102 CIRC BUSINESS AREAS 100 j 103 — CIRC BUSINESS AREAS 110 104 MEN'S REST BUSINESS AREAS 77 I I 105 WOMEN'S RESTROOM BUSINESS AREAS 77 I 01 PROJECT N0: 13-02 01 106 OFFICE BUSINESS AREAS 199 _ I A5U3 A201 SEAL & SIGNATURE 107 _ — UNISEX REST _ BUSINESS AREAS 44 I I 8' " —D RAWING BY: ZZ BRIDGE LEVEL TOTAL NET AREA(SF) 1308 21'-0 T-4 25-2 1/2" __-- BRIDGE LEVEL TOTAL GROSS AREA(SF) = 1830 -------- BARN LEVEL @ 13'-3" -- — ��� cy� ROOM NAME CATEGORY NET AREA SF FtE AR CHK BY: SJF — -- — ROOM NUMBER ( ) 2.8 3.5 5.2 612 <v�\�+P��t �t'�'•y����► DRAWING NO: 201 CIRC STORAGE SPACES 165 202 BARN STORAGE SPACES 2563 203 CLOSET STORAGE SPACES 39 BARN LEVEL TOTAL NET AREA(SF)_ — 2767 - BARN LEVEL TOTAL GROSS AREA(SF)= 3226 �1 �V�ELFLOOR PLAN 9�. 020193yAl 02 BUILDING TOTALSFOF NE� --- `� W NET AREA(SF) CAD FILE NO: BUILDING TOTAL NET AREA(SF)= 15199 BUILDING TOTAL GROSS AREA(SF)= 17857 NOTE:CRAWL SPACE EXCLUDED FROM GROSS AREA(SF)BECAUSE CLEAR HEIGHT IS LESS THAN 3' I NOTE: NOTES: REFER TO THE LIGHTING FIXTURE SCHEDULE FOR THE COMPLETED DETAILED INFORMATION ON ALL LIGHTING FIXTURES INDICATED ON THIS SHEET Project Location: ----- 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY ,r—� Design Architect: o 1 2 '�_./ O O 6 7 DFA �, o 866 Avenue of the Americas, 11th floor ' 21'-2" 25'-10" 20'-11" 17'-6" 32'-6112" _ 15'-2" -- New York, NY 10001 p: 212.683.4890 e: sarahjazmine@d-form-a.com w: www.d-f-a.com 01 02 02 01 342 �2G A301 A301 Structural Consultant: SILMAN 32 Old Slip, 10th Floor New York, NY 10001 7 ---_-- �'- e: hu hes silman.com WEATHERING STL R g @ f� EL+ 121-3" :o� - �` CLADDING/GUARDRAIL w: www.silman•com GRANITE CURB A - - ---- - -- -- - - -- --- -- - -- --- ------- ---- - - - - ---- -- ---- - - _ - -- ------ - - - \ : - ------- ----- - -- --- ---- --- - - - - MEP Consultant: ------- �-- - 1 112 �� _ �� / :� ---� 2!9 3.4 2'-41/2° 4.2 1'-4 ,r2" 5.1 `� -- Eu+12'_3„ EMTEC - o 10'-5112" 10'-5 1/2" 15'-1 1/2" GRANITE CURB � 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 03 OTHERS TO INSTALL THIS ROW \ / I ; A112 OF POSTS FIRST p: 631.981.3990 ! 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I}n L17 \ C 2 NOTES: N / ih I I I I 202 I I I - - I I OVER BLDG 1 _ I jI EL. + 13'-3" 11 1 11 FIRESTAIR1 I II li I� L17 , I NOT FOR CONSTRUCTION EXTENT OF BELOW I GRADE CONSTRUCTION I I I 1 I I 1 �I I GREEN ROOF C•5 — 1 I ` _�- I I i 1 02 I' L17 i 1 �, DATE: 1 OVER BLDG 1 I 11z-E47 I I I III I`�, I F I III � ' I �j L17 i '0 -- — © - --- -------------- --- -- -- - -- - - ---- --- - - ---- - I I I - - ---I f--- -- - - -I - �',I I#_ -- --- - ----------- -- - --- -- - - -—- --- -- 24 JUNE 2016 O '� I CIRC I I I 02 I'L8 I I I I I fi' I 201 I III L8, 1 A3o2 EL+ 12'-3" GRANITE CURB _ = L 1 I , i \ELEvZI I fl I N \ o I SII I I I I ti I I a L17 ! I 02 A300 o - - .I \ I L CL I 7 L8 i � I L8 I I L1 203 I EL+12'-3" _-____Fll, i 1 1 E I I I 06/24/2016 100%CD SJF 17 GRANITE PAVER � I % 1 � 06/13/2816 HEALTH DEPARTMENT RESUBMISSION SJF GRANITE PAVER I i,l, P j� +" � 05/13!2016 95"/o Co SJF En I I I ' 11 L17 r/� I r 11/25/2015 90%CD SJF I 11/03/2015 75%CD SJF L17- 1 I I I III 7, 1 09/18/2015 PLANNING BOARD SUBMISSION SJF _ 1 /� I REV# DATE REASON FOR ISSUE CHECKED L8 I I I IIII V-41/2' 1l L8 1 I ro.' ro' r'� \ N —�� I ' - — — — -- — i I SPACELIST I j / I 1 .% EL+12'-3" -1 •.._ _ ,.. _ _ .. ,� _ ... .., .. _„ ,.. .., �• \ GRANITE CURB BASEMENT LEVEL @ 1 -5 OM NUMBER ROOM NAME CATEGORY NET AREA(SF) \ /� \'. EL. + V-0" ARCHITECT: ROOM ( 001A MEP A STORAGE/MECHINCAL SPACES 143 — `� `� OTHERS TO INSTALL THIS ROW / 7,0. CURB — _ — _ �� OF POSTS FIRST - �� Baldassano ARCHITECTURE 001B MEP B STORAGE/MECHINCAL SPACES 88 001C MEPC STORAGE/MECHINCAL SPACES 95 FOR COORDINATION W/CURB — !�`��� 1 / 31 West Main Street - Suite 205 — _—_ - ---- - - �' '� - - - --I -- - -- - ---- -- --- - ------- - ----- -- - -- --- .-�c �i Patchogue, NY 11772 001D — MEP D STORAGE:/MECHINCAL5PACE5 188 ---- -- �\ _ - - -- - - - --- - - - - - - --' -- -- -- --+ - --- --_- -_--_--_-_-_-_ - - - - - - -- - rT - -.�- i -----------------.-'/ / -- �31-030-O2Q � lUJL, 002 PROCESSING ROOM INDUSTRIALAREA5 3420 I 2 D �(] (� 003 BOTTLING AREA - INDUSTRIALAREA5 1408 U L� 004 VESTIBULE INDUSTRIAL AREAS 552 0 / -f , ;' e: tomm@baldassano.com — \�� _` {MECK SPACE ,o �-- .-� / JUL 14 2716 005 BARREL ROOM -INDUSTRIALAREA5 2329 006-- CASE STORAGE AREA INDUSTRIAL AREAS -- 1408 _ �'�'---_ BELOW) --'' - i w: WWW•baldaSSano•Com - -_ --- UP. / R Southold Town 010 JANITOR INDUSTRIAL AREAS 53 -" Planning Board 011~— _ UNISEX REST INDUSTRIAL AREAS 53 RAMP, PROJECT: OJ ECT: 012 CORE VESTIBULE INDUSTRIAL AREAS 139 013 LAB INDUSTRIAL AREAS 170 N 1 (OPEN - 13.5% INCLINE _ I _ESTIBULE / �// McCAL BASEMENT LEVEL @-11'-6"TOTAL NET AREA(SF)= 10046 BELO DN, CONCRETE, L WINERY __._...—_ r_. .. — _ � �� - � � ,.-� � WEATHERING T 11448 EL.- 11 -6 C-2 E ING S EEL CLADDING/GUARDRAIL BASEMENT LEVEL @-11'-6"TOTAL GROSS AREA(SF)= 1 ------ -- -- ------- I T.O. cuR6 _ ��"� BASEMENT LEVEL @ -9'-0" CIP CONCRETE CURB CLIENT: 007 BOARD ROOM UNCONCENTRATED ASSEMBLY 608 008 CIRC BUISINESSAREAS 332 H ----- - -- --- --- - - ---------- - - ------ ---- -- - --� - -- -- I - _�- -- - ----- ----------- - --- --� - -- - - - -- McCALL WINES 009 OFFICE BUISINESS AREAS 138 BASEMENT LEVEL @-9'-0"TOTAL NET AREA(SF)= 1078 BASEMENT LEVEL @-9'-0"TOTAL GROSS AREA(SF)= 1353 I I SHEET TITLE: BRIDGE LEVEL @ 0'-0" - - - I BARN LEVEL FLOOR PLAN ROOM NUMBER ROOM NAME CATEGORY NET AREA(SF) 1 101 BRIDGE BUSINESS AREAS 701 l , J..- -- - ------------ ---- ------ -- -- ------ - - - --- - --- -- - --- --------- — ------------ — — ---- 102 CIRC BUSINESS AREAS 100 -� SCALE: 103 CIRC BUSINESS AREAS 110 104 MEN'S REST _ BUSINESS AREAS 77 e ! 105 WOMEN'S RESTROOM BUSINESS AREAS 77 1 1 01 01 -------- -- PROJECT NO: 13-02 — 106 OFFICE BUSINESS AREAS 199 I A503 A201 SEAL & SIGNATURE I DRAWING BY: ZZ 107-- UNISEX REST + BUSINESS AREAS—' 44 _ 1308 21 -0 16-10 8-11 7.4 25.2 1/2 BRIDGE LEVEL TOTAL NET AREA(SF)- _.—_—' " .. ._�_" �_— ,�- � — _ " ,-�� 5'-11" CHK BY: SJF BRIDGE LEVEL TOTAL GROSS AREA(SF) = 1830 BARN LEVEL @ 13'-3"— - - _ I I ED _ 2.8aQERegp,��y�j� DRAWING NO: ROOM NUMBER ROOM NAME -- CATEGORY NET AREA(SF) C --- - 201 CIRC _ STORAGE SPACES— 165 2.02 BARN STORAGE SPACES 2563 203 CLOSET STORAGE SPACES 39 BARN LEVEL TOTAL NET AREA(SF)= 2767 n BARN LEVEL TOTAL GROSS AREA(SF) _ 3226 A� Q� BUILDING TOTALS SIT— Q- NET AREAS(SF) CAD FILE NO: BUILDING TOTAL NET AREA(SF)_ ~ 15199 BUILDING TOTAL GROSS AREA(SF)= 17857 NOTE:CRAWL SPACE EXCLUDED FROM GROSS AREA(SF)BECAUSE CLEAR HEIGHT 15 LESS THAN 3' NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 I H G E b } B A Project Description: 21'-0" 13'-3" 16'-8" 22'-10" 22'-10" 16'-s" 13'-3" NEW CONSTRUCTION - WINERY E.5 D.8 D.2 C.8 C.2 B.5 Design Architect: 8'-51/2" 8'-7" 7'-6" 6'-9" 6'-9" 7t-6" j 8'-7" 8'-5 1/2" DFA ��Q 2% i A300 A3oo ' YA302 ; 866 Avenue of the Americas, 11th floor New York, NY 10001 oL EL. +/-49'- 11 1/4 - — -- -- -- -- -- — ---- ---- T.O. CUPOLA - ---- -- -- -- - - -- --- - --- --- 212.683.4890 e: sarahjazmine@d-form-a.com -- = w: www.d-f-a.com OL EL. +/-41'-6 1/8" - - -- --- -- --- ---- -- -- --- -- --- ---- --- -- --- - Consultant: -�,-- - -- - - - -- -- -- ---- -- -- - --- - ---- -- --- --- ------ ---- ---- ---- - _ '' -- - - -- --- -- Structural T.O. RIDGE I = S I LMAN 1 � Ia ' if II-1 r i'I 32 Old Slip, 0 h 1 t Floor r i _i ,II New York NY 10001 _ r , I I _ I, }} - 212.620.7970 ,. i I r-. BY OTHERS AND REHABILITATED BARN, p� e: hughes@silman.com w: www.silman.com EF if_ . � -i - MEP Consultant: PLANTING PER 1-300,00 A -IN- LA E CONCRETE C ST P C EMTEC RETAINING WALL T I I I I � I i i" c 35 55 Veteran's Memorial Highway, Suite M OL EL. +151-9 / I I III T.O. RAILING II � \ � � Ronkonkoma NY I 1 I , II ` WEATHERING STEEL CLADDING I GUARDRAIL C1 p ' � I 631.981.3990 � p� I ,I I I �EL. +13'-3" - - F.F. BARN - ---- ------- --- - - --- ------ - - --- -----: - .- - =-- -- - --_ - ---- -- -- - - _ -- -_ --- ---�-- - - - -- - -- - - -- - -- - -- -� ---- - --_ -- — - - -- ---- --- --- ----- --- ------ ---- - -- - --- ----- ----- -- --- ----- ----- --- -- --- --- - Civil Engineering Consultant: - -- - -- -=r1= TIF -711= = _ - - - - - - - - _ = =i- = � =1�= -- - - - - - LANDSCAPE BERM YOUNG AND YOUNG I!I III III �, II 400 Ostrander Avenue II I II II I I, III 11 II it II II III Ili Riverhead NY 11901 T-1 , II II G-1 I' G-1I II p: 631.727,2303 1 II'' EL. +O'-0" --- ---- - - -- ---- ---- ----- i-- - ----- ----I� - �- - ----- - - - -- - -- - �I - - - - 11--- --- -- - Landscape Consultant: T.O. SLAB ENTRY LEVELI I I I ABSOLUTE ELEVATION II I I I I I y 29'-6"ABOVE SEA LEVEL IMI I Imelk ----- IMPACT-RATED CURTAIN WALL SYSTEM 111 John Street, Suite 2650 \ II I I I New York NY 10038 , p: 212,513.1025 OL EL.- 11'-6" --- -- -- --- --- — --- _ -- -- - --- - -- ---- - -- _-- -- --- -- -- --- -- --- _ e: meIk@meIk-nyc.com -- - --- -\ I- - J- -- - -- - -- _-_ - - - - - -- - - _ -- - -__ - - - -- - -- -- -- -I - - - - -- - - -- -- - ---- ---- ---- - -- - - ---- - -- -- -- - --- --T.O. BASEMENT SLAB i --- - - - --- NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 7 6 5 4 3 2 1 Project Description: 15'-2" 32'-6112" 17'-6" 20'-11" 25'-10" 21'-2" NEW CONSTRUCTION - WINERY 6.2 5.2 4.5 C3.95 2.8 Design Architect: S S DFA 866 Avenue of the Americas, 11th floor 01 02 01 EL. +/-49'- 11 1/4" A301 A301 A302 New York, NY 10001 EL. CUPOLA - ---- --- ----- --- -- --- ---- -- -- - -- ---- -- --- --- -- --- - ---- ----- -- - -- -- ---- --- -- - --- ----- -- -- ---- ------ - ---- ---- -- --- - -- ----- --- ------- --- ---- ----- ----- --- - ---- -- --- - ----- ---- --- -- -- ---- -- -- - - ------ --- --- -- -- ---- -- — ---- -- - p: 212.683.4890 _ e: sarahjazmine@d-form-a.com w: www.d-f-a.com EL. +/-41'=6 1/8" -- ---- --- -- ---- -- -- - -- -- -- --- - --- ---- --- - - ---- -- -- -- - -- --- --- - - -- _ - -- - -- --- - - -- - --- - - ---I ---- ---- - - - - ----- --- - - --- -- - --- ---- - - -- --- -- --- -- ---- — --- -- ---- --- - --- --- - T.O. RIDGE Structural Consultant: SILMAN 32 Old Slip, 10th Floor 2 7.64 New York, NY 10001 I 212.620.7970 RELOCATED AND REHABILITATED BARN BY OTHERS e: hughes@silman.com silma n.COm I w: www.silman.com II I n: !i ME Consultant: P Co n tants EMTE C WEATHERING STE L CLADDING/GUARDRAIL 3555 Veteran's Memorial Highway, EL. +15'-9„ Suite M T.O. RAILING ORI G Ronkonkoma NY OPEN I : 631.981.3990 OL EL. 13 3 � I -- -�- -- --- --- --- ----- -- - ------ ----- --- -- ------ ---- --- - ---- - ---- --- - -- - --- - — ---- - - — -- -- --- ---- - - ---- ---- -- -- ---- -- --- ----- -- Civil Engineering Consultant: F.F. BARN - --- LANDSCAPE BERM YOUNG AND YOUNG MT- 400 Ostrander Avenue Riverhead, NY 11901 p: 631.727.2303 T.O. SLAB ENTRY LEVEL— ---- ---- I �_�_�__ Landscape Consultant: ABSOLUTE ELEVATION 29'-B"ABOVE SEA LEVEL IMPACT-RATED CURTAIN WALL SYSTEM BEYOND !melk 111 John Street, Suite 2650 I New York, NY 10038 I p: 212.513.1025 OL EL.- 11'-s" -- -- --- -- --- -- - -- ---- - -- -- -- -- - - - -- -- -- - --- — -- — -- - e. melk@melk-nyc.com ----- --- ---- - --- --- --- --- - - ---- T.O. BASEMENT SLAB - - - -- ----- -- -- -- --- --- --- -- ----- -- -- ---- -- -- -- --- ----- --- ---- ------- ----- ------- --- - - ---- -- - - -- - -- - - - -- -- -- - -- -- - -- -- - - - -- -- - - - - - - - - -- - - - -- =- - -- -- - -- - -- -- -- -- - -- - - - -- - - -- -- - -- - - - -- J i WEST ELEVATION NOTES: �2 SCALE: OEM NOT FOR CONSTRUCTION DATE: 24 JUNE 2016 5 6 7 — 21'-2" 25'-10" 20'-11" 17'-6" 32'-6 1/2" 15'-2" 2.8 4'-10 1/4" 12'-0" 8'-11" 8'-2 1/4" 9'-3 3/4" 7'-4" 25'-2 5/8" 5'-10 3/4" 1 01 02 01 06/24/2016 100%CD SJF A302 A301 A301 06/13/2016 HEALTH DEPARTMENT RESUBMISSION SJF Y T.O. CUPOLA - -- ---- ---- ---- - --- -- — - - - -- -- --- -- --- --- --- -- -- -- -- — --- -� -- --- --- -- -- - -- — -- -- �- -- - -- --- - - - --- --- --- - — -- --- -- - - --- -- --- -- -- -- --- I--- --- - - - 05/13/2016 95%CD SJF 11/25/2015 90%CD SJF - 11/03/2015 75%CD SJF 09/18/2015 PLANNING BOARD SUBMISSION SJF --- --- -- -- --- --- --- — -- -- --- --- ---- --- --- -- ---- ---- ---- -- - -- ---. - -- - - REV# DATE REASON FOR ISSUE CHECKED T.O. RIDGE ---- ---- ----- ------- -------- ----- ---- RELOCATED AND REHABILITA ED BARN, �Y OTHERS \�12 7.64 I ARCHITECT. it I Baldassano ARCHITECTURE i 31 West Main Street Suite 205 i Patchogue,e NY 11772 I III i EL. +15,-9„ WEATHERING STEEL CLADDIN /GUARDRAIL p: 631-830-0282 T.O. RAILING OPEN e: tomm@baldassano.com JUL 14 2016 i II li I! I � I --- ----- ---- ---- ------- -- --- ----- ------- ------ ----- ----- ---- ---- ----- ------ --- ---- --- - --- w: www.baldassano.com � L. +13'-3” -- --- --- -- --- --- --- - ---- - - - - - - -- - --- ---- --- -- -- - -- ------ - - -- --------- ---- - - --- -- -- --- --- - -- --- - -- -- - ---- --- - -- -- --- - - - -- - - - - - -- -I-- --- -- - - — ---- - - - -- - -- - --- - - - - ---- -- -- - -- - - -- -- - - -- Southold Town F.F. BARN Y Planning Board LANDSCAPE BERM--� PROJECT: T-1 McCALL WINERY I I CLIENT: OL EL. +0' `F-T.O. SLAB ENTRY LEVEL McCALL WINES ABSOLUTE ELEVATIONI I I I I I ( I I I I _j, J-- - 29'-6"ABOVE SEA LEVEL it i I I I I I I I _ — -- ---------- SHEET TITLE: EXTERIOR ELEVATIONS EL.-11'-6" - --- - -- -- -- --- --- - - --- - -- --- - - --- --- — --- -- — -- -- --- --- --- -- -- — -- -! — -- --- --- --- — -- --- -- -- - -- -- -- - IL— 1 -- -- - -- - - - -- --- - - - ---- ---- - -----— ---- - T.O. BASEMENT SLAB - - -- -- -- -- -- - - -- - - - -- -- -- -- - -- -- -- -- -- - -- - -- -- - - -- - - - - - -- - -- - - - - -- - - - - -- - �-- --- --- - - - - _-__- -- -- - --- -- - - - - - - - - - - - - - - - --- --- - - -- --- - - --- -- -- SCALE: SEAL & SIGNATURE PROJECT NO 13-02 DRAWING BY: RT i EAST ELEVATION CHK BY: SJF 01 SCALE: 1/8"=1'-0" FtED gRcSi -- --- --- E 181,10,������ DRAWING N0: A201 020193 OF NES CAD FILE NO: Head Offic : Tel: 503-645-0500 US LUMINAIRE SPECIFICATION 7144 NW Progress Ct Fax:503 645-8100 ~ Hillsboro,Oregon 97124 UGI-MNG USA www.ligmanlightingusa.com IP65:Suitable for Wet Locations U LB-10841 IK08:Impact Resistant(Vandal Resistant) LBX bollard LED A range of rectangular bollards,with a regress lamp and excellent glare control. Suitable for illuminating pathways,driveways and squares.Available with options of energy saving compact fluorescent and LED lamps. Extruded aluminum and low copper content die-cast aluminum housing with a high corrosion resistance.Stainless steel screws.Durable silicone rubber gasket and clear toughened glass lens.Housing is treated with a chemical chromatized protection before powder coating,ensuring high corrosion resistance.Integral control gear. Anodized high purity aluminum reflector. Physical Data Length:6.3" Height:31.5" L/1 Weight:18.7 lbs JUL 1 2015 Lamp ❑20w-5151m -White-LED O Southold Town LED Color (Please Specify) Planning Board ❑W27-2700K ❑W30-3000K ❑W40-4000K Voltage (Please Specify) ❑ 120V ❑ 277V 6 3" ❑ Other Options (Please Specify) 6.3" Color(Please Specify) ❑01-Black-RAL 9011 ❑02- Dark Grey-RAL 7043 6�" ❑03-White-RAL 9003 ❑04-Metallic Silver-RAL 9006 ❑05-Matt Silver-RAL 9006 ❑07- Custom-RAL T ❑06-Bronze-RAL 6014 8.78" � f i 31.5° Mounting Accessories 21.06" I aha tl ❑ Anchor Bolt Kit 00.39' ,r r ❑Specify custom Bollard height ft �{ — j T, 4 2. 6.06" ° J �- l 1--4.92-1 X6.06'– Mounting detail Ordering Example:ULB-10841-White-20w-W30- 120v PROJECT: McCall Winery DATE: 41 TYPE: QUANTITY: NOTE: Rev:11/13 Ligman Lighting USA reserves the right to change specifications without prior notice,please contact factory for latest information II}IVi Cr•4. Due to the continual improvements in LED technology data and components may change without notice LIGHT STUDIO LA INC Q phone: 310.837.0382 Q Compact floodlight JUL 14 2016 Soul.hold Town Planning Board Housing:Luminaire constructed of a one piece die-cast aluminum housing. Type: LED module paired with inner reverse-tapered casting to provide maximum BEGA Product: 7607LED.538 heat transfer to outer housing.Die castings are marine grade,copper free (s 0.3%copper content)A360.0 aluminum alloy, Project: McCall Winery Enclosure:Optical system consists of a reflector of pure anodized Voltage: aluminum.The lens and optical assembly are secured by a die cast Color: aluminum trim ring using(3)stainless steel captive fasteners. Options: Mounting:Provided with two piece die-cast aluminum canopy and die-cast Modified: aluminum swivel.Mounts directly to a custom BEGA 538 recessed wiring box.This box can be shipped ahead of the luminaire. Electrical:13W LED luminaire, 13 total system watts,-40°C start temperature,Remote 24V DC driver required.Standard LED color temperature is 4000K with an 80 CRI.Available in 3000K(80 CRI);add suffix K3 to order. Note:Due to the dynamic nature of LED technology,LED luminaire data in this catalog is subject to change at the discretion of BEGA-US.For the most current technical data,please refer to www.bega-us.com. Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness.These luminaires are available in four standard BEGA colors:Black(BLK);White(WHT);Bronze(BRZ);Silver(SLV).To specify, add appropriate suffix to catalog number.Custom colors supplied on special order. CSA certified to U.S.and Canadian standards for wet locations. Protection class IP65. Weight:2.0 lbs. Remote 24V driver Options: 580 Remote 25W LED driver and box 591 Remote 50W dimming LED driver and box Luminaire Lumens:630 Tested in accordance with LM-79-08 A C t keY B D. Compact floodlight•wide beam r� Lamp li A B C D 7607LED.538" 13W LED 480 41A 5'/e 4% 3/z 755 050 'Remote 24V DC driver required 0=Beam angle Q 1 so-glare shield flat beam BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Ccopyrlght BEGA-US 2014 Updated 05/14 JOB NAME CATALOG NUMBER ORAIL. McCall Winery IVR15-SPI IVR15-SPI - 1.5" Solid State Illuminated Rail NOTES TYPE 2" Post Integral Power Supply 0 NGL RECOGNIZED 0.3' 0 90°APERTURE 0. Intertek Ends of Illuminated rail field cuttahle to a minimum of 2'A"in length. Illuminated rail is available with a minimum length of oda 21.75"and maximum length of 41.75" Post spacing on center is a maximum of surface 60"and a minimum of 24" PHOTOMETRIC DATA CONSTRUCTION MOUNTING/INSTALLATION • LED:4.6W High Output • Illuminated Rail Length:41" Post Spacing:48" Internal Rail Construction:Heavy duty Each rail support is secured to the swivel • CCT:3500K • Rail Height:36" extruded 6061-T6 Aluminum Alloy. mount on specified mounting system.Past or External Rai[Jacket:Available in 304 embedded mount is available,See mounting 3 ,11 11 ,11 11 11 or 316 stainless steel.Consult factory for submittal sheets for detailed information. custom powder coat finishes(AAMA 2604). 2' ,22 22 ,22 22 22 SURFACE"SIMULATED NATURAL 1' 30 31 32 31 30 LED LIGHT SOURCE FINISHES Closely packed array of small LEDs allow Available in 12 standard wood grain powder for smooth seamless illumination with coated finishes 1' 30 31 32 31 30 immediate overlap to avoid pixilation and Consult factory provide a continuous flow of light.Color 2' ,22 22 ,22 22 22 temperatures options include 2700K,3000K, EMERGENCY 3' ,11 11 11 11 11 60°Flood 3500K or 4000K, Remote emergency inverter available.Can 85 CRI be remote up to 1000 ft.available.See 18-IIS 50,000 hours of average rated life at 70% specification sheet. 3' ,5 5 5 5 5 output 17 17 18 17 17 LED components are easily accessible to WARRANTY If LISTINGS 2 allow for easy maintenance 5-Year Intense LED Limited Warranty 1 -53 54 55 54 53 Maximum run length per driver:8' (LED&Power Supply Only) ETL Wet Location Listed LED LIGHT ENGINE(PER FOOT) IDAApproved 1 53 54 55 54 53 System Power Consumption:4.6W ADA Compliant 17 17 10 17 17 Coot White 40ODK:219 lm 2 Neutral White 350OK:207 lm AWARD 3' 5 5 5 5 5 35°Narrow Warm White 3000K:202 lm -2013 Next Generation Luminaires- Warm White 270OK:194 lm "Recognized Winner" 3' ,4 .4 .4 4 4 OPTICAL SYSTEM ---� 2 .9 .9 .9 9 9 Innovative optical system includes integral (` 0 1J f I 20 20 20 20 20 reflector and light shaping diffuser.92% C 1J 1' Transmission efficiency provides precise —--- -- _ shaping,control and distribution of light. ,J U� 14 2016 33 33 34 33 33 High-impact acrylic lens is secured with 1' (2)countersunk flush screws,(1)at each 23 23 23 23 23 end.Distributions include flood,narrow and Planning Town 2' � � Planning Board 3 10 10 10 10 10 asymmetric. 30*Asymmetrical VAAIL lIN-919515 P-I Intense Lighting 3348 E La Palma Ave,Anaheim,CA 97886 1 tet 714 638-9877 1 fax 714 638-9883 i n to s e® a LE V 02016 Intense Lighting,LLC All rights reserved Subject to chane without notice 9 1 9 LIGHTING company JOB NAME CATALOG NUMBER 6RAIL. McCall Winery IVR15-SPI IVR15-SPI - 2" Post Mount Assembly NOTES TYPE 354 CTJ7 DIMENSIONS CONSTRUCTION MOUNTING If INSTALLATION Post mount assembly is available in No.4 Post are to be spaced at a maximum (Max angle) _ Guard Rail Hand Rail polished 304 stainless steel.Consult of 60"and minimum of 24"on centers. A 17'• 14" factory for custom powder coat finishes Post mount is to be surface mounted B 42" 36" (AAMA 2604). to concrete utilizing 3/e"anchor bolts (supplied by others).Anchoring means must MAINTENANCE be determined by local codes.Not to be Posts include a driver access door where supplied or engineered by Intense Lighting. power supply components are easily See post mount installation chart for more accessible.Tamper proof hardware and information.Anchorage template available special tools are standard and included. by request. q BASE SPECIFICATION POWER SUPPLY OPERATION Lutron Hi-Lune°A-Series Driver is a Post with integral power supply will power .0 high-performance LED driver that provides up-to 83 t/i'of illuminated rail. smooth,continuous 1%dimming. See driver specifications. FITTINGS 3x 00.35 04.5° . Dimming Range:100%to 1% Consult factory for standard fittings and Q • Operating Voltage:120-277V fd 50/60Hz epoxy weld adhesive specification. �- • Rated liftime of 50,000 hrs.0 tc=65°C • Power Factor:>0.9 at 40W A 03.55 • Standby Power Consumption:<1.6W • Total Harmonic Distortion:<20%at 40W • Inrush Current:<2A PBJUL 14 2016 44112" 2"CID 1.844"ID Southold Town Planning Board Post Specification Post Mount Installation Detail Level Post AL Mounting Screw • �:7� @ Output(24V DC) IMPORTANT: Service Bay Opening Seal end of conduit with good grade RTV to prevent moisture entering compartment Grout as required to level posts for LED Power Supply uneven or grades Electrical 112"conduit(max)Stub up,In and out not level access(by others)6"above grade. Anchors o supplied and°' .° PP P P •v d ! P P '� P� P P approved by others. °Input(1201277V) o IVo •, 0 P r r ° Pur 1, Note: 4) Conduit feed only required when installing - Mounting Screw °• P • ° • �• Post with integral power supply.Typically .'. `•'. r' every other post will require conduit feed. MAIL r/11.04M 16 P-9 Intense Lighting 3340 E La Palma Ave.Anaheim,CA 92806 1 ter 714 630-9077 1 fax 714 630-9883 ti t ith ©2016 Intense Li intense* a LE V Lighting,LLC All rights reserved Subject to change without notice 9 9 9 1 9 LIGHTING company JOBNAME CATALOG NUMBER GRAIL. McCall Winery IVR15-SPI IVR15-S I - 2" Post Embedded Assembly NOTES TYPE " 35' 7. (Max DIMENSIONS CONSTRUCTION MOUNTING/INSTALLATION Post mount assembly is available in No.4 Post are to be spaced at a maximum angle) Guard Rail Hand Rail polished 304 stainless steel.Consult of 60"and minimum of 24"on centers. A 17" 14" factory for custom powder coat finishes Embedded mount post are set into place B 42" 36 (AAMA 2604), using Rockite0 or Kwixset0 anchor cement.A minimum of 6"post must be MAINTENANCE embedded into concrete to structurally Posts include a driver access door where secure post.Anchoring means must be power supply components are easily determined by local codes.Not to be accessible.Tamper proof hardware and supplied or engineered by Intense Lighting. special tools are standard and included. See Embedded Mount Installation chart for more information. H POWER SUPPLY Lutron Hi-Lume°A-Series Driver is a OPERATION high-performance LED driver that provides Post with integral power supply will power smooth,continuous 1%dimming. up-to 83 1/2"of illuminated rail. See driver specifications. • Dimming Range:100%to 1% FITTINGS • Operating Voltage:120-277V 0 50/6OHz Consult factory for standard fittings and • Rated liftime of 50,000 hrs.0 t,=65% epoxy weld adhesive specification, • Power Factor:>0.9 at 40W A Standby Power Consumption:<1.0W • Total Harmonic Distortion:<20%at 40W • Inrush Current:<2A Grade Level 6"(TVPI _ 5outhTid Town FOD "Notify Intense Lighting if other Planning Board 1.844"ID embedment dimension required. Level Post Rost Specification Embedded Mounting Screw t Installation Detail Output(24V DC) Field wiring connects to internal terminal block. IMPORTANT: Seal end of conduit with good Service Bay Opening grade RTV to prevent moisture entering compartment Electrical 1/2"conduit(max) Stub-up,In and out access Rockite®Anchor (by others)6"above grade. Cement(or equal) LED Power Supply — - " er M, Concrete(by others) 6"Nurid N101 *Cored hole dimensions to i_0, G: be determined by others .Input(1201277V) per local codes. Note: Conduit feed only required when j. J Mounting Screw installing post with integral power supply.Typically every other post •. 4 0. r MAILL Q11,00316 P-3 will require conduit feed. Intense Lighting 3340 E La Palma Ave,Anaheim,CA 97006 1 tel 714 630-9077 1 fax 714 630-9883 intense' a LE VITON® 071116 Intense Lighting,LLC All rights reserved Subject to change without notice LIGHTING company JOB NAME CATALOG NUMBER GRAIL. McCall Winery IVR15-SPI Lutron Hi-lume°A-Series Driver NOTES TYPE VVi , Maximum Driver-to-LED Light Engine Wire Length Wire Gauge Maximum Lead Length 18 15 ft(4.5 m) 7 16 25 ft(7.5 m) 14 40 ft(12 m) 12 60 ft(18 m) Width:1.18" Height:1.00" Length:14.25" DESCRIPTION PERFORMANCE STANDARDS Hi-lume°A-Series Driver is a high-performance Dimming Range:100%to 1% -Meets ANSI C62.41 category A surge protection LED driver that provides smooth,continuous 1% Operating Voltage:120-277V—at 50/60Hz standards up to and including 4 kV dimming. Rated lifetime of 50,000 hours fd to=65% FCC Part 15 compliant for commercial -Patented thermal foldback protection applications at 120V—or 277V— FEATURES LEDs turn on to any dimmed level without going to UL 8750 recognized -Continouts,flicker free dimming from 100%to 1% full brightness Compactible with Energi Savr Node'"with Nonvolatile memory restores all driver settings DRIVER WIRING AND MOUNTING EcoSystem°unit,OS control unit,PowPak° after power failure -Terminal blocks on the driver accept one solid dimming allowing for integration into a planned or -Power Factor:>0.9 at 40W wire per terminal from 18 to 16 AWG(0.75 to 1.5 existing EcoSystem°lighting control solution. -Standby Power Consumption:<1.0W mm') -Standard 3-wire line-voltage phase-control Total Harmonic Distortion(THD):<20%at 40W -Fixture must be grounded in accordance with local technology for consistent dimming performance Inrush Current:<2A and national electrical codes and compatibility with all Lutron°3-wire Inrush Current Limitting Circuitry:eliminates fluorescent controls. circuit breaker tripping,switch arcing and relay LISTINGS Rated lifetime of 50,000 hours N to=65GC failure UL Recognized for United States and Canada UL recognized for United States and Canada Open circuit protected RoHS Compliant RoHS Compliant Short circuit protected FCC Compliant Constant Voltage Driver with Pulse Width Turn-on time:s 1 second Modulation(PWM)dimming -PWM Dimming Frequency:550Hz ENVIRONMENTAL -Sound Rating:Class A � � � Relative Humidity:Maximum 90%non-condensing Minimum operating ambient temperature to= 320F(0GC) 1 g) 4 2016 Southold Town Planning Board V-11AIL LIM--010616P Intense Lighting 3340 E La Palma Ave,Anaheim,CA 97006 1 te1714 630-9877 1 fax 714 630-9883 i n to s e a LEV I7 ON® @2016 Intense Lighting,LLC All rights reserved Subject to change without notice LIGHTING company JOB NAME CATALOG NUMBER ORAIL. i McCall Winery IVR15-SPI IVR15-SPI - 1.5" Solid State Illuminated Rail NOTES TYPE Specification Guide Example:IVR15-SPI-ST-P36-HO27-60S (Specify quantity by foot) A B C D E F G H A Family C Mounting/Height E Color Temperature G Electrical IVR15-SPI 1.5"OD Illuminated Rail w/ -P36 36"Post Mount 27 2700K blank Lutron Hi-Lume°A-Series 2'•Slim Post Integral Power -P42 42"Post Mount 30 3000K 120/277V Driver Supply -E36 36"Embedded Mount 35 3500K -E42 42"Embedded Mount 40 4000K H Options B Finish -I Infill' -ST 304 Stainless SteelD LED Output F Light Distribution -SU Surface" -HO 4.6W -60S 60°Flood -C Custom' -35S 35°Narrow -30AS 30°Asymmetric Notes: 1. 316 Stainless steel available by special order 2. See Surface'"simulated natural finishes submittal sheet for specification 3. Special order,consult factory 4, No LED(rail only),see IVR15-RPS Specification and Delivery Process Architectural drawings or detailed elevation drawings are required for a V-Rail quotation.A photometric layout will be provided if requested.Once an order is placed,Intense Lighting 1, 11 ''"%1.1•,'' will provide detailed shop drawings for approval, V-Rail will be delivered to the job site ready for installation.A detailed assembly drawing7. -- ��=- will be provided along with dimensions and locations for remote power supplies.All — — - products included will be labeled clearly to match the assembly drawing.Certain tools and Photometric Layout Shop Drawing/Assembly Guide equipment will be required for the assembly of V-Rail.A detailed list of tools can be found in the V-Rail Installation Guide.Installation guide available upon D JUL 14 2016 1!1 Southold Town Planning Board Completed Project Notes: MAIL 414-04M P-S Intense Lighting 3340 E La Palma Ave,Anaheim,CA 91806 1 te1714 630-9877 I fax 714 630-9883 i n to r1 s e° a LeV ITON® 02016 Intense Lighting,LLC All rights reserved Subject to change without notice LIGHTING company LIGHT STUDIO LA INC L 10 phone: 310.837.0382 Drive-over in-grade luminaires to illuminate ground surfaces Outer housing:Constructed of high tensile strength,copper free die-cast aluminum 9 9 9 PP Type: alloy.Die castings are marine grade,copper free(<0.3%copper content) BEGA Product: 8800 LED A360.0 aluminum alloy. Inner housing:Constructed of copper free die-cast aluminum alloy,with two piece Project: McCall Winery die-cast aluminum clamping ring/cover/guard,removable for relamping,secured together Voltage: with four(4)heavy stainless steel bolts which provide a pressure seal to gasket and glass. Two(2)captive socket head stainless steel screws secure inner housing cover to outer Color: housing.Proper drainage must be provided. Options: Enclosure:One piece heavy die-cast aluminum cover with clear borosilicate focusing lens. Modified: Molded,one piece,high temperature silicone rubber gasket. Electrical:3W LED luminaire,5 total system watts.Integral 120V-277V electronic LED driver,0-10V dimming.LED module(s)are available from factory for easy replacement. Standard LED color temperature is 3000K with a>80 CRI.Available in 4000K(>80 CRI);add suffix K4 to order.Inner housing pre-wired with nine(9)feet of 18/3 water stopper cable,cable clamp,and waterproof cable gland entry into housing.A separate weatherproof single gang wiring box for power supply must be proved(by contractor). Note:Due to the dynamic nature of LED technology,LED luminaire data in this catalog is subject to change at the discretion of BEGA-US.For the most current technical data, please refer to www.bega-us.com. Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness.Standard finish is an eight step process consisting of two coats of graphite gray high solids,UV stabilized polyurethane,one with light texture over a phosphate base. Custom colors are not available. UL listed for US and Canadian Standards,suitable for wet locations and vehicle drive over. Protection class:IP67. Note:A foundation must be supplied by the contractor designed to bear the pressure loads from vehicles with pneumatic tires.These luminaires are characterized by their capacity to withstand high pressure loads of up to 8,800 lbs. The luminaires must not be used for traffic lanes where they are subject to horizontal pressure from vehicles braking,accelerating,and changing direction.Proper drainage must be provided. Temperature caution:The column 'T'in the chart below indicates the temperature in degrees Celsius which is reached on the top of the luminaire housing during operation.Surface temperatures are for exterior applications.For interior applications add 10°C to the temperature shown. Weight:13.2 lbs. Luminaire Lumens:10 Tested in accordance with LM-79-08 A r 1 D C t Southold Town f f / f f f r ! ✓ r f > f > / f f f r / ✓// f Planning Board f / f f ! f f f f /•. f / f / f✓f f f �/ f ! / f f / // Single 60°port B r Lamp A B C D T 8600 LED 3W LED 8314 10 6'/a 2 Va 45° BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Ocopyright BEGA-US 2014 Updated 09/14 LIGHT STUDIO LA INC L 17 phone: 310.837.0382 TIVOTAPETM OUTDOOR SB CAT:TPL_SB_3.0_0__30_C_24 FEET: STANDARD BRIGHTNESS TYPE: PROJECT: Static IP65 LED tape light strip emits sharp, McCall Winery pure color for unique effects in outdoor niche, cove and architectural applications FEATURES ps' • Flexible flat conductor strip with closely spaced LEDs encased in rectangular IP65 molded jacket allows for wide range of installation possibilities • Ideal for exterior cove, under-bar/cabinet, landscape lighting accents • Sold per foot manufactured in continuous lengths and shipped manufactured to specified lengths with factory attached end preps • Max continuous lengths: up to 22' per run • Dimming capability with commercially available dimming controls t�J (by others) 0 SPECIFICATIONS rt TIVOTAPE SB 3.0 WATT EFFICACY CRI LM/FT WT/FT OUTDOOR TAPELIGHT LM/WT r; 2400°K 55.00 75.7 165 3.0 2700°K 47.34 79.4 142 3.0 3000°K 49.00 80.5 147 3.0 3500°K 57.34 79.8 172 3.0 Items in bold denote Title 24 High efficacy rating.Measurements are based on 24V DC power design calculations will vary based on power supply and run lengths LED DATA WATTAGE LED LIFE*/COLOR TEMP VIEWING ANGLE PROFILES Tvotape SB 3 0 0.085W 40,000 hrs 120° Outdoor Tapelight per LED 2400%+/-100°K 2700°K+/-100°K 3000°K+/-100°K - - o © a o - 3500°K+/-1 DOT *LEDs operate at 70%of LED manufacturers maximum current spec rating 3A6` 1.Spacing-LED spacing:21/61"OC 7yo r 2. LEDs-36 LEDs per foot 3. Operating Temperature- -40°F(-40°C)to 158°F(70°C) ❑ El ❑ 7/ie 4. Mounting-Includes installation-ready 3M tape adhesive for _ simplified installation directly to mounting channel or application surface 5. Installation -Optional clear Polycarbonate and Aluminum Channels (for damp weather protected areas only)may be used separately or E=SIouthold with decorative, protective covers6. End Preps-Factory attached end preps required(see Page 2) 7. Field Trimmable-2"cuttable sections(See page 3 for cut zones) �� 08. Power Supply-Listed Class II 24V DC power supply required IP659. Listing-cETLus listed file#400813410. Compliance-ROHS compliant Town Board 11. Warranty-3 year warranty ----..� TIVOTAPE SB 3.0 OUTDOOR TAPELIGHT ORDER SPECIFICATION GUIDE REQUIRED POWER DOMPLE.TPL-SB-3.0-0-24-C-24 SUPPLY OPTIONS PRODUCT INTENSITY WATTAGE INSTALL LED COLOR CONTINUOUS VOLTAGE REQUIRED ❑ADNM-120-1-4-24-D CODE POWER SUPPLY El ADNM-240-2-4-24-1) TPL - SB - 3.0 - 0 -- 30 - C 24 PSU [I ADNMD ❑JTH-100-1-4--4-24--1-4-24-D TivotapeT"" SB=Standard 3.0=3.Owatts O=Outdoor 24=2400°K+/-100°K C=Continuous 24=24VDC seepo rsoppry C1JTH-100-1-4-24-D per Brightness toot IP65 s dnnn,er serer on 9 p guide on page 4 JT-300-3-4-24-D 27=2700°K+/-100°K JTH-300-3-4-24-D 30=3000°K+/-100°K MT-100-1-4-24-D M W-120-1-4-24-D 35=3500°K+/-100°K See power supply specifications for more information *0111, Copyright©2015 Tivoli 10.0215-Page 1 of 4 Tivoli,LLC • 15602 Mosher Ave, Tustin,CA 92780 ph 714 957-6101 f 714 427-3458 • www,tivolilighting.com / sales®tivolilighting.com TIVOTAPET'" OUTDOOR SB LIGHT STUDIOINC L 17 phone: 310.837.0.0 382 STANDARD BRIGHTNESS WIRING END PREP OPTIONS I TPL-SB-3.0-0-LEAD-C Lead/Dead End TPL-SB-3.0-0-LEAD-D Lead/Lead TPL-SB-3.0-0-XEP Extra lead wire TPL-SB-3.0-0-CONN 18-22ga UL 24"2 conductor 20ga jacketed lead wire 24"2 conductor 20ga jacketed lead wire Additional factory attached jacketed 20ga wet listed butt connectors.Used to factory attached to one end of tape with factory attached to both ends of tape. lead wire to extend lengths of LEAD-C and interconnect factory attached lead wires. field trimmable dead end at other. Sold per each. LEAD-D up to 20ft max.Sold per foot(not Sold per each(2 each required per Sold per each. shipped as spooled wire). connection). MOUNTING ACCESSORIES f 7V- TPL-0-MCHAN-8 Mounting Channel TPL-0-45-MCH-8Tivotape 450 Mounting TPL-INF-C-CHAN-8 Clear TPL-INF-EC Infinity Channel End Cap Clear Polycarbonate in 8'lengths. Channel.White PVC in 8'length TPL-INF-F-CHAN-8 Frosted Seals Channel end for indoor or ou Can be used as Tivotape Mounting Infinity Mounting Channel applications. Seal with silicon Be 'J Channel with tape mounted directly } 8'standard lengths,two piece for outdoor use. n channel is recommended for uneven f �, 5 16 ` '/4" mounting surfaces or for adding protection from physical access, r� o 5/ 5/8' NOTE:Reverse channels forIeor 1 ivotape'". J a.~ 1/2" 5/16,' Install Tivotape r'"in Cover Channel. Cover for Outdoor Base for Outdoor ALUMINUM CHANNELS WITH BASE AND COVER (FOR DAMP WEATHER PROTECTED AREAS ONLY) fool TPL-AL-CHAN-IA-8 AL Series Aluminum TPL-AL-CHAN-2A-4 AL Series 45° TPL-AL-CHAN-3A-4 AL Series small TPL-AL-CHAN-4A-4 AL Series Recessed Channel with Mounting Carrier Base and Aluminum Channel with Narrow Lens. square profile Aluminum Channel with Flush Profile Aluminum Channel with Flush Lens. Domed Lens.Available in 8 ft standard Available in 4 ft standard lengths. Lens.Available in 4 ft standard lengths Available in 4 ft standard lengths. lengths. TPL-AL-CHAN-2A-MCLP Mounting Clip` TPL-AL-CHAN-3A-MCLP Mounting Clip* TPL-AL-CHAN-4A-MCLP Mounting Clip* TPL-AL-CHAN-IA-EC1 End Cap,no hole TPL-AL-CHAN-2A-EC1 End Cap,no hole TPL-AL-CHAN-3A-ECI End Cap,no hole TPL-AL-CHAN-4A-E131 End Cap,no hole TPL-AL-CHAN-IA-EC2 End Cap with hole TPL-AL-CHAN-2A-EC2 End Cap with hole TPL-AL-CHAN-3A-EC2 End Cap with hole TPL-AL-CHAN-4A-EC2 End Cap with hole TPL-AL-CHAN-IA-LNSC Lens,Clear TPL-AL-CHAN-2A-LNSC Lens,Clear TPL-AL-CHAN-3A-CNBC Lens,Clear TPL-AL-CHAN-4A-LNSC Lens,Clear TPL-AL-CHAN-IA-LNSF Lens,Frosted TPL-AL-CHAN-2A-LNSF Lens,Frosted TPL-AL-CHAN-3A-LNSF Lens,Frosted TPL-AL-CHAN-4A-LNSF Lens,Frosted TPL-AL-CHAN-IA-LNSO Lens,Opal TPL-AL-CHAN-2A-LNSO Lens,Opal TPL-AL-CffHAN-3A-LNSO Lens,Opal TPL-AL-CHAN-4A-LNSO Lens,Opal TQ? 1 + 1s/1s" 1511c 11/16" 11/32°�— 11/16" �l. Il r-I 11/16, 1/4" 11/16" t 3/4 r/8 —1 *Mounting Clips should be installed every two feet minimum Copyright©2015 Tivoli 10.02.15-Page 2 of 4 Tivoli,LLC 15602 Mosher Ave, Tustin,CA 92780 • ph 714 957-6101 fx 714 427-3458 www.tivolilighting.com / sales®tivolilighting.com pLIGHT hone:S 10 81307 A INC L 17 TIVOTAPETM OUTDOOR SB STANDARD BRIGHTNESS CAT NO COLOR VIEWING WAVELENGTH WATTS PER LUMENS PER LUMENS LEDS PER MAX LEDS PER ANGLE (COLOR TEMP) STRIP(FOOT) STRIP(FOOT) PER WATT STRIP CONTINUOUS RUN* TPL-SB-3.0-0-24-C-24 2400'K 120' 2300-2500°K 3.OW 165 55.00 36 792(22 ft) TPL-SB-3.0-0-27-C-24 2700'K 120' 2600-2800'K 3.OW 142 47.34 36 792(22 ft) TPL-SB-3.0-0-30-C-24 3000% 120' 2900-3100% 3.OW 147 49.00 36 792(22 ft) TPL-SB-3.0-0-35-C-24 3500'K 120' 3400-3600°K 3.OW 172 57.34 36 792(22 ft) 'Max continuous run based on 3.OA max load FIELD CUTTABLE SECTIONS TIVOTAPE SB 3.0 OUTDOOR TAPELIGHT X, 1 1 1 2" �I_ 2„ 2” 2" LED BINNING LEDs are made in lots and sorted into bins based on wavelength ranges that achieve specific colors. Generally,Tivoli uses a range of 2350oK to 2800'K for Delux Warm White,2850oK to 3350oK for Warm White, 3400'K to 4100°K for Neutral White,and 4150oK to 5500°K for Cool White. Individual colors are bin sorted within a range that meets the specific requirements of each product.White LEDs vary slightly in color temperature within a particular bin. For replacement stock or color matching with existing product consult factory. 7 r Maximum Candela=95.16 Located At horivanlalAngle=0,Vertical Angle=0 #1-Vertical Plane Through Horizonlal Angles In[through Max.Cd.) #2-Horizonlal Cone Through Vertical Angle pbrouph Max.Cd.) COEFFICIENTS OF UTILIZATION-ZONAL CAVITY METHOD EFFECTIVE FLOOR CAVITY REFLECTANCE 0.20 �� RC 80 70 50 30 10 0 I R E lti'! E RW 70 50 30 10 70 50 30 10 50 30 10 50 30 10 50 30 10 0 I +`+I LJ 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 102 102 102 100 1 109 104 99 96 106 101 98 94 97 94 91 93 91 88 90 88 86 84 JUL 1 4 2016 2 99 90 83 78 96 88 82 77 85 79 75 82 77 73 78 75 71 69 3 90 79 71 64 87 78 70 64 75 68 63 72 66 61 69 64 60 58 4 82 70 61 54 80 69 60 54 66 59 53 64 57 52 62 56 52 49 Southold Town 5 75 62 53 47 73 61 53 46 59 52 46 57 51 45 55 49 45 43 6 70 56 47 41 68 55 47 40 53 46 40 52 45 40 50 44 39 37 Planning Board 7 64 51 42 36 63 50 42 36 48 41 35 47 40 35 46 39 35 33 8 60 46 38 32 58 46 37 32 44 37 32 43 36 31 42 36 31 29 9 56 42 34 29 55 42 34 29 41 33 28 40 33 28 39 33 28 26 10 52 39 31 26 51 39 31 26 38 31 26 37 30 26 36 30 25 24 *V1 I Copyright©2015 Tivoli 10.02.15-papa 3 of 4 Tivoli,LLC • 15602 Mosher Ave, Tustin,CA 92780 • ph 714 957-6101 fx 714 427-3458 www.tivol!light!ng.com / sales0tivolilighting.com TIVrOTAPET"" OUTDOOR SB LIGHT STUDIO LA INCL 17 phone: 310.837.0382 STANDARD BRIGHTNESS RECOMMENDED POWER SUPPLIES CAT NO APPLICATION PRIMARY AND TOTAL WATTAGE/ LISTING DIMENSIONS ELECTRONIC OR SECONDARY VOLTAGE AMPS PER BREAKER AC MAGNETIC ADNM-120-1-4-24-D Outdoor 120-277V AC/24V DC 96W/1M cULus 12.00"W X 12.00"L X 4.00"D Electronic ADNM-240-2-4-24-D 120-277V AC/24V DC 192W/2X4A cULus 12.00"W X 12.00"L X 4.00"D Electronic ADNM-320-3-4-24-D 120-277V AC/24V DC 288W/3X4A cULus 12.00"W X 12.00"L X 4.00"D Electronic JT-100-1-4-24-D Indoor/ 120V AC/24V DC 96W/1M cULus 4.25"W X 11.00"L X 4.00"D Magnetic JTH-100-1-4-24-0 Outdoor P77V AC/24V DC 96W/1M cULus 4.25"W X 11.00"L X 4.00"D Magnetic JT-300-3-4-24-D 120V AC/24V DC 288W/3X4A d1us 8.50"W X 16.00"L X 4.50"D Magnetic JTH-300-3-4-24-D 277V AC/24V DC 288W/3X4A cULus 8.50"W X 16.00"L X 4.50"D Magnetic MT-100-1-24-D 120-240,277V AC/ 96W/1 MA cULus 2.50'W X 12.32"L X 1.56"D Electronic MT-100-1-24-DD 24V DC 96W/1X4A cULus 2.50'W X 12.32"L X 1.56"D Electronic MW-120-1-4-24-1) 120-277V AC/24V DC 96W/1M UUCE 8.66"W X 2.67"L X 1.53"D Electronic PRODUCT SPECIFICATION GUIDE LIGHT MAX CONTINUOUS SOURCE RUN LENGTH* All color temperatures 22 ft *Nfsx continuous run based on 3.OA max load TRJ1 Southold Town Plallrlillg Board TIVOLI MTBF 24V DC POWER Mean Time Between Failures(MTBF)for LEDs: While Tivoli SUPPLY utilizes LEDs provided by industry leading vendors,these are electrical components with calculated manufacturers mean time between failures (MTBF). MTBF is rated as the average point at which 1/2 of color LEDs will lose 50%of their original brightness. MTBF for White LEDs is based on when 1/2 are Primary reduced to 70%of their original brightness. Wiring Typically, LED product failures occur within fixture construction, Input interdependent component failure,or operation under adverse conditions. Tivoli operates LEDs at a derated current to insure that LED MTBF values are based on product fixture construction and real application standards. Please refer to NEC and Still,conditions such as excessive voltage,vibration, heat,and other local code requirements adverse conditions may negatively effect the life of LEDs. Standard UL for wiring luminaire to listed J-Box transformer.Voltage by Others drop calculations are the responsibility of the installer. Tivotape Copyright©2015 Tivoli 10.02.15-Page 4 of 4 Tivoli,LLC • 15602 Mosher Ave, Tustin,CA 92780 • ph 714 957-6101 fx 714 427-3458 www.tivoillighting.com / sales®tivolilighting.com (1)UNAUTHORIZED ALTERATION CR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72C5 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSEJNDIAREI NOT TO BE USED TO ESTABIISH FROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PEP-ON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITU nON,CERTIFICATIONS ARE NOT IPANSFERADLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 0 400 Ostrander Avenue, Riverhead, New York 11101 tel. 631.72'7.2305 fax. 651.727.0144 - �,• admin�yovngengineering.com �s �� t Howard W. Young, Land Surveyor T}-)omas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect i (gtr2 Q�• � - O 1 i � S \a3� 51 TE DATA �.S' tonng-�--,ryonng h1 �� / TOTAL AREA = SOp00 SF o ILI \� %• �`°� ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AC) �P\��0�9 gti� Z �\ \2 h VERTICAL DATUM o = NAD88 d ' PR 05ED 2� SIGN © PARKIN& CALCULATION r `�- Y O -t�olnta-d-ymnay - ` ° WINE MAKIN»_I STALL PER EMPLOYEE 5 EMPLOYEES @ 1 STALLi=MPiOYEE _ 3 STALLS I m `+ TRASH Q �� WINE STORAGE (I PER 1,000 SP OF GR055 FLOOR AREA ENCL. BASEMENT LEVEL = 2,240 SF O UPPER LEVEL (BARN) = 2,42a SF _ 16' ° d WAREHOU5E/5TORAGE = 4,118 S.F. (s, 1/1000 = 5 STALLS sG� b EEL 5TrOP � A TOTAL REOUIRED = 10 STALLS - KEY MAP U " t- � 5TONEBLEND PARKING = 8 5TALL5 m* �. 5GALE: II'=600' ° - - A LAND BANKED PARKING = -7 STALLS SIGN 1 - �� TOTAL PROVIDED = 15 STALLS POST m 1 0 NOTE5 •m�nsKS-uolm. lA LAND5GAPiN& BY OTHERS I 1 o tPROPERTY 15 SUBJECT TO CONSERVATION EASEMENT HELD BY ° 4A, - 9 PECONIC LAND TRUST, INC., RECORDED IN LIBER 11840 GF -i34 - 1` .GONG• .. o N � N o ' + � t� 0 0.00 00 0.00 0. O O + + + + o p 0.00 0.00 0. 0.00 0.0 W - E ° ° �� O 1.-1 LIGHT Qo s 0.02 0.01 0.0 0.00 0.0 Cd e (T?-P) o 03 0.FAY 0} + 0.00 0 00 c+ .00 0. 0.21 0,05 0.00 0.00 0.00 ( �_ + + + o O �. 0 0.01 0.0 .03 0.01 0. 0 0.00 0. + + + + ° O 00- 0.01 17q�. 2 0.02 0.00 0.00 0.0 9 + + + + +0. 0 0.0160.1 0.02 0.00 0.00 0.0 _ e: N A 0. 0.0 0-08 0.01 0.00 0-o) .00 O + +� + + °o B r , .29 .06 0.01 0.00 0.00 I I I 13d-16 0.01 0 00 0.00 0. ° ° O p n 0 R20' ° c + + + °a - �. 4 0- 4 0.02 0.00 0.00 0. 1 O o 1 0.03 0.00 0.00 0.0 -A O O O Y ` �- �� ENG I NEE R'S CERTIFICATION 0.55 0.06 0.01 0.00 0.00 + + + p� O 1• S g I HEREBY GERTIPY THAT THE WATER 5UPPLY(S) AND/OR 5EWA�E 9 .07 .04 OV -00 0+.00 i 9 �° ti DI5FOSAL 5Y5T-t::M(5.) FOR THIS i=ROJEGT WERE DESIGNED BY ME +0 + - (p OR UNDER MY r-IRECTiON. BASED UPON A CAREFU �;#OROUraH 56 01 0.00 0. �- STUDY OF THE SOIL, 51TE AND GROUNDWATER OITIONS, + + FACILITIES, AS PROPOSED, CONFORM TO THS= SU3=FOLk COUNTY DEPARTMENT OF HEALTH 5ERVICE5 CONS U.,TION-t5TANDARD5, 016-8 5 0.01 0. � (\ - - 5 l D E PI I 'V , p1. 1i EFFECT AS OF: THIS DATE. 0.78 0.70 O 1 0.01 0.0 O j C 008 0.74 0.01 0.00 / LI-7 LIGHT / (TYP) 3 4 + 0.01 0.00 / •- 1 ,. E .� .' ��a. 0.2 0.03 0.00 0.00 0 )� �. ° HOWARD W. YOUNG, N.Y.S. L.S. NO. 45843n '�• + +© + + + + + / �� old 61 3� THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61453 �r:'aP 0.00 0 .01 0.04 0.41 .57 0.04 0.01 0.01 0.00 0.00 0. 0I - c) �t L DOU6LA5 E. ADAMS, N.Y.S. P.E. NO. 8084'1 + + + + + o + + + + + + + lr = 1 3: 0. 0 0.00 0.00 0.00 0.02 0.25 4 0.02 0.01 0. 0 0.00 0.00 0.0 ` � • + + + + + + + + + + + 0. 0.00 0.00 0.01 0.06 0. 0.1 .02 0.01 0 0 0.00 0.00 0.0 0.00 0.00 Y e- LIO LIGHT : SURVEYORS CERTIFICATION 0.0 0.00 0.00 0.01 0.14 s 0.05 .01 0.00 .00 0.00 0.00 0.00 .00 0.00 . LIGHTING FIXTURE 50HEDULE - 1 / w .- lJ� 1 HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING s 0.0 0.00 0.00 0.01 0.17 0 40 0.03 .01 0.00 00 0.00 0.00 0.0 0.00 0.00 ; /// / j BOUNDARY AND TOPOGRAPHIGAL SURVEYS MADE BY US AND/OR + + + + + + + + + + + ! SYMBOL DESCRIPTION TYPE HEIGHT LUMENS L.L.F. QTY. / j UNDER OUR DIRECTION. 11 0.00 0. 0 0.00 0.01 0.27 0. 4 0.02 0. 0.00 0.00 0.00 0.00 0. !( L8 LIGHT s T + + + + + + + +1 SQUARE BOLLARD FIXTURE (TVP) / :�'. o T .0 0 0+ - .01 0.03 0.0 0 0.00 0.00 0.00 0.00 0.0 0.00 0.0 J° GAT.NO.ULH-10604 �i BOLLARD 511' 135 I.0 17 / ®U- • AS MANUFACTURED BY LIGMAN , N + + + + + + + + + + + + + + + j••-•1 LIGHTING USA OR APPROVED EQUAL. 0.00 0.00 0.00 0.00 (1.00 0.00 0.00 0.00 0.OQ .00 0.02 0.03 0.01 0.01 0.0 .2 0 .00 0.00 s tis. •• :,- 1 FINISH AS SELECTED BY OWNER. 4;_, y. STONE STEPS 1 ',P ';• r � x� o + + + I + + + + + + + + + + + t + + i 0.00 0.00 0.00 0.00 00 0.00 0.00 0. 00 0.01 46 0.48 0.01 0.00 0 .00 0.00 0. 0 0.00 0.00 i EAVE FIXTURE GAT.NO.-T60-TIEDS3e ,t.. ... N + + + + + + + + + + + + + + + + + + 1 AS MANUFACTURED BY 5EGA-U5 OR WALL 14, 650 1.0 I6 t 0.00 0.00 0.00 0.00 0 0.00 0. .00 0.00 0 1.16 0.02 0.01 0.00 0. 8 0.01 00 0,00 0.00 0.0 ' 1.8 APPROVED EQUAL. + + + + + + + + + + t + + + + +iL� ! FINISH AS SELECTED BY OWNER. 0.00 0.00 0.00 0.00 0• 0 0- .00 0.00 0.0 �/ p 5. .00 0.04 0.01 0.01 0. 0.00 00 0.00 0.00 0.00 ( o � 1 EDGE OF t + + + + + + + ��� /Vo + + + + t + t 1 DRIVE OVER IN-GRADE FIXTURE LANDSCAPING ` "� I 0.00 0.00 0.00 0.00 0.0 0. 0.00 0.02 �fi 36 0.28 0.01 0. 1 0.0110. 0 0.00 0.00 0.00 1 • GRT.NO.8800 LED AT IQ 1.0 5 1 4'p HOWARD W. YOU .Y.S. L. NO. 4584=✓ + + + + + + \��� s�� + + + t + + t - LIO p�QVED EQ1�D BY$EGA-U5 OR IN-GRADE GRADE --- 0.00 0.00 0.00 0.00 .00 .00 0.01 1.54 0.65 0 0.0 0. 0 0.00 0.00 0.00 0.0 FINISH A5 SELECTED BY OWNER. + + + + . . . + + + 4� + + + + + + + 1 0.00 0.00 0.00 0.0 C-C .00 0.00 0.24 2.67 5. �� • 0.68 .01 0.0 0.0 0.00 0.00 0.00 0.00 CUBE LITE FIXTVRE P + + + + + .. GAT.NO.CWL G 42" UARD Teo LO I6 QO.00 VINERY .0 + + 2 0.00 0.00 0-00 0 0 0. 0 00 0.00 0.00 0.03 1.69 5.51 0.01 0.0� 0 0. 0.. + + + +0 0.00 0.00 0.00 0.00 ! A5 MANUFACTURED BY HUNZA FACTORY RAIL 1A,1 /�� /',, f f� ( LI-1 OR APPROVED EQUAL. BERM q�j Y` 1 �sk�l"�¢�.� F �I Y i- + + + + + + + + + + + + + + + + +t FINISH AS SELECTED BY OWNER. 1` 0.00 0.00 0.00 -00 0 0 0. 0 0.00 0.00 0.00 0.02 1.03 4.18 .01 0-00 0.00 . 0 0.0 1 0.00 0.00 0.00 0.00 0.9 + + + + + + + + + + + + + + + + + + S�q� } £ 0.00 0.00 0.00 0-00 0.00 0.00 0.00 0 00 O.0 C.00 0.00 0.00 C.00 0.01 0.39 3.28 4. .i 3 0.01 00 0.0 .00 0. 0 0.00 0.00 0.00 0.00 O.OIt b ' I G1t C/UtGhOVUU�i, TOIeJn Of Southold n + + + T t + + + t t + + + + + + + + + + + +1 12 o o.o o.0 0.00 0.0o a.0o o.0a 0.01 0-04 1.45 0.63 0. �2 0.00 .0 0.00 .00 o.00 o.00 o.o0 0.00 o-Corn POOTOANDLE 5TA�TISTIGS Suffolk Gountu, tiev� York . + + + +� + + + + + + + + + + + + + + + + + + + . . 1 N 0.00 0.00 0-o 0.00 0.0 0.00 ).00 0.00 0-00 0.00 0.00 0.00 0.00 0.01 0.00 o C 0. .00 0.00 0.00 0.00 0.00 0.00 0.00 0.001p. MIN. MAX. AVIS. s I I N + + + t + + + t t + + + + t + + + + + + + + + + + j m AL I ONMENT $ L.i&HTI N6 FLAN 06 0.00 0.00 0.00 0.00 0.00 00 00 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0 0-00 0.00 0. 0.00 0. 0 0.00 0.00 0.00 0.00 0.00 0.00 0. c Z + + + + + F + + + + + + + + + + + + + + + + 0.00 5.51 0.10 0 --�- - 0.00 0.00 0.00 .00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0. 0.00 0.00 0.00 0.0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 0.0 + + + + + + + + + + + + + + + + + + + + + ( former1� 11 �� g County Tax Map DistFfct 1000 seEtl 10'516 ock OI of 38 0.00 0.00 0.00 0. 0.00 0.00 0. 0.00 0 0.00 0.00 0.00 0.00 0. 0.00 0.c 0 0.00 0.00 0-00 0.00 0.00 0.00 0.00 now or a t + + + + + + + + + + + + + + + + + + + + t + + + ,ker 3 0.00 0-00 0.00 0.00 . 0 0.00 0.0 0.00 0,00 0-00 0.00 0.00 0. o o.00 o.00 o.o0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ) y�lU (� 1' c, ' o MAP PREPARED JUN. II, 2015 + + + + + + + + + + + + + + + + + + + + + + + + ( 000 3yj ° 0.00 0.00 0.00 0.00 0.00 0. 0.00 .00 0.00 0.00 0. 0-00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 0.00 ' =' Record of Revisions REVISION DATE LL) U3 LLSEP. 16, 2015 1 ru1_�7 MULTIPLE AMEND LIG_ HTINGNOV. 06,201M NOV._IE,2015 a ' - L I GHTI NG PLAN , ;� go'" --- - } 50ALE: I"=40' 30 O IS 30 60 q0 Scale: I" = 30' a JOB NO. 2014-0201 0 = MONUMENT 5ET O@I= MONUMENT FOUND Q= STAKE SET A= 57AKE FOUND I DWG. 2014-0201-siteplon I OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY ONES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPO A''1I0 ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF P41S SURVEY MAP NST BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INOICAT_D HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING STJT T ON.CERTIFICATIONS APE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11,101 tel. 631.-72"1.2303 fax. 631.'72.1.0144 admin@youngengineering.com yom�!3 � DRAINAGE DESIGN CRITERIA I$ CALCULATIONS lel "` / �,� �`y Howord W. Young, Land Surveyor Thomos G. Wolpert, Professional Engineer ARG - A AREA OF TRIBUTARY (S.F.) o- "` "'" ( Douglas E. Adams, Professional Engineer -7(20.04 /o\18.89 8.53 _ / 1s.t7 . ' Robert G. Tast, Architect R = RAINFALL (FT.) gg 334q G = COEFFICIENT OF RUNOFF 20.58 0.53 / 118.96 W % E 1.09 ryo 0.75 v 1 8 112 -`20.71 ?�=24,425 5F �• >r<:., - �, _- REQUIRED VOLUME SITE D�tT,4 PAVEMENT: 14,332 5.F. x 2/12 x 1.00 = 2,150 G.F. J LANDSCAPE: Io,0a3 S.F. x 2/12 x 0.10 = 168 G.F. TOTAL REQUIRED = 2,318 G.F. s TOTf�L AREA = 80,000 51"-' +21.2( 0.1200,/ PROVIDED VOLUME Q� / �,�' pes ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AC) USE LEACHING FIELD 1.0 (3) 10' DIA. x 12' DEEP POOLS = 2,463 C. VERTICAL DATUM = NADgB `-� 0� o% _% 0.49'' i21 21.66 22 +21..77,\'Z O_. / I � G�?•I / \'" 21.46 �. A=3,06'7 SF ¢\��� i� i�EQUIRED VOLUME G �Qjov ><�o PAVEMENT: 1,846 S.F. x 2/12 x 1.00 =-308 G.F. +2 \q�j� �Q0�.9 x LANDSCAPE: 1,221 S.F. x 2/12 x 0.10 - 20 G.F. \ TOTAL REQUIRED = 328 G.F. / • o 9 Qa�Q 2.52 a .,•-�1 ,._ / .. �' .f _ � � \\ �� PROVIDED VOLUME l A A I 21. 2" STONE BLEND USE LEACHING CATCH B SIN 2. IQ' DIA. x 15' DEEP POOL = 54-7 G.F �y:, % 3� 2�. ' GQ QQ¢Q �•-f-'22.59 21.60 , 24. 124.83 _ FLEQUIP.ED VOLUME � � O ' ' _ 2 22 OF 18 HDPE FZOOF: 3,813 S.F. x 2/12 x 1.00 = 636 G.F. / t _ I @ 1.000% PROVIDED VOLUME - �\ 23.01 i / / / -24- \ ,,�� � � � WATER ;I USE GREEN ROOF SYSTEM / / / i/ o - fi1Yjl O+ '�� / 11/ SERVICE j i5Y OTHERS o / /1 10'DIA. DE 23.16° o / / OF .� 3\ �2 9 0 4" REGYCLED CONCRETE 22.50 BASE COURSE / 22.72 5 5.15 ' +23.43 / / / �R Q 611 STABILIZED So!L 5,46E I TRASH ! rn / r ! ENCL. �S ` UGEL 11 A cp 0 z z STONE BLEND FAVEMENT SECTION � � TRIBUTARY 1 h '� NTS ' J / +2 .20 BOUNDARY 7 / Q NRS WHEEL 1 CP d 11 23.71+ SG - ' 12� 5TOP .�' 1+23.86 41 _ n // SIGN J; 25.86 Z C5 1 QI 215.97 25.5 24.1 24.29 'OTA � •. ,L� POST � r 24.14+ r „.. / \ 1 � � ��� 24.05 ' ;" // t,�` ` � / �. 24.33 p3�V / JOE ��� \ 4.06 ' +25.41 r s 23.86 \/ ,s y by / <� F PP /2 t 0 4.08,` .00 - p ° �2 .13 \��` _ 1 = : 9 4" CONCRETE `24.40 �,, 3.92 �h / ��{ •I- -2,2 - 2`. I1� LON('' r: i N SIDEWALK 23.58 /v T =,1 ' 21.85 I �1' 1 rn ASPHALT 4.08 ",��� I I I Y 1 O VARIES PAVEMENT 25.84-` 1 1 3 L. 1 -21 23.8 / 23.47 Z .11' 7�2-+ / 25.09 / "����_- -23- _ i26 \ 254- +'24.66 \ m "ION l lne 1 26.72 -26- +263 I I' ' / ° S] 6"x 611 WIRE MESH 'I 611 -T SNITP�I Y _ L'1 LIG'+-#F 1 .y 1✓, . REINFORCEMENT 'I r (TYP) i 2" f s I Y5TE N0.1 cr "lolw line'` i 1!:'•, ENGINEER'S CERTIFICATION 5 1TAR1-' �, s / 1 1 r + 2� t `� CONCRETE TURN-DOWN I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAC--E o I YST M_ 10. WATER t � NT5 DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DE51 O GNED BY ME • �SERVIGE ! n OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH FE _ 00_ I �+ STUDY OF THE SOIL, SITE AND GROUNDNATE ONDITIONS, LL FACILITIES, AS PROPOSED, CONFORM TOT SUFFOLK GOON LP LP _ L O� UGELJ ` 9 DEPARTMENT OF HEALTH SERVICES CONUGTION STANDARD IN 25.77 ( / 0 \�8 / 1 EFTI ECT AS OF THIS DATE �� ' ' s LP _Z- 0 cP = I I1 0 0 ? p - ST OT ?a g 7� ry - H ARD O - OW W. YO_NG N.Y.S. L.S. NO. .58a3n / i_• 1. THOMAS G. WOLPERT, N.Y.S. P.E. NO. 614153 d 0 �� , o - `4 ( DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808-1'7 3 o - � � \' � / •"X `29 / 29.20 � / 1 I I� a HTRY I EVEL 27.21 FF =29.50 O � 1 ' 1 " = CAST IRON FRAME # COVER I l 1 r I G,�,TI ON .•f, - - 11` OtTOM V IE=14.00 GAMPEELL FOUNDRY, PAT. NO. r`� oFgLOPE ry / ry� 0 1 I HEREBY GEP.TIFY THAT THIS MAP WA5 PREPARED UTILIZING 01 9000000 �O / IE=13.58 / 5 dEY:P I 249 BCU'NDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR < 00000001 340'1 OR APPROVED EQUAL. s El-zts 90 o �- 0000000 - \ y run.1N0 ��_ t ! OODOSO UNDER OUR DIRECTION. V 3 / D000�0 • _ - - - - - 0000000 / L17 LIGHT 0 0000000 4000 P51 PRECAST CONCRETE DRAINAGE �-_ �v / /\ (TYi�f 2900 _ _ ! ` DRAINAGE e 0000000 I - ` !(' s 0000000 BOX AS MFG. BY SUFFOLK PIPE _I / / \� ��EL-4J 0 _ n \ PIPE �r -� A FEEL-4 108 �r:. o GEMENT OR APPROVED EQUAL. +2 CAST IRON FRAME 4 COVER Q = - W J CAMPBELL FOUNDRY, PAT. NO. / / S j \ CAST IRON FRAME 4 COVER r / .+ CAMPBELL FOUNDRY, PAT. NO. ` DRAINAGE PIPE 100-TC OR APPROVED EQUAL / '� � _ 2511 OR APPROVED EQUAL. 3 8" 4 8'-~- ON INSPECTION POOL ONLY. I..,:; '• � 1 / ;•¢ LIO LIGHT a° I H 4000 PSI PRECAST CONCRETE / (TYP) W \ OWARD W. YOUNC, N.Y.S. L.S. NO. 45883 PRECAST DOME A5 � / - \ \ PRECAST CONCRETE TRAFFIC BEARING TOP SLAB 0 0 / � � ," 1 � AS MFG. BY SUFFOLK GEMENT MFG. BY SUFFOLK / �a j lSl \ TRAFFIC BEARING SLAB A5 OR APPROVED EQUAL. I GEMENT OR RAILING �P _ (V I MFG. BY SUFFOLK GEMENT APPROVED EQUAL. i E1=44.17 / L8 LIGHT f \ /` _ 1 OR APPROVED EQUAL. 'Af I NE( T u: 1 r �26 I �r / (TYP) \ � %0 - `� ry _ 1 � +25.14 1 I '�I }�' / = TRIBUTARY j 26.85+ 1 �iGLd.. Y °iI 11� 4000 P51 PRECAST CONCRETE TV-40 °_ BOUNDARY j BOX AS MFG. BY SUFFOLK n 'i GEMENT OR APPROVED EQUAL. \ 131LO BUILDING LINE SroNE 5rEP5 ew-la j d � rseLowGRnoe � at Gut�hougue Town of Southold �, 4 /� BASEMENT LEVEL � �, ry + 6. 2 I 12 T / \ FEEL-18.00 r ^/ 1 i Suffolk County, Nev�l York N Li DRAINAGE PIPE 1 Q AROUND „ / TTOM 0 5LOPE 1- s > �\_&ROUT ` ^ 1 /�N �\_&ROUT AROUND EL z7.90 cil ENTIRE PIPE &RAD I N6 4 DRAINAGE PLAN tu N -_ W ENTIRE PIPE EDGE OF ry j / LAND50AP II NG Z d 4000 P51 PRECAST CONCRETE Q nO D TOP OF 5LOPE I Q O D BOTTOM SLAB W/ SUMP AS PRECAST CONCRETE EL=36.90 27 32 TW-39 1 I I PRECAST CONCRETE County Tax Map District 1000 Section loci Block 01 Lot 55 o MFG. BY SUFFOLK GEMENT OR DRAIN RIN65 AS MFG. Fsw= aw-2a 1 DRAIN RINGS AS MFG. 0 APPROVED EQUAL. BY SUFFOLK GEMENT 38 v BY SUFFOLK GEMENT a O OR APPROVED EQUAL. 36 20 0.00 i +27.25 OR APPROVED EQUAL. MAP PREPARED JUN. 11, 201 5 LCB# ❑® , 1 =I-TAO 1 0�� Record of Revisions ®p® G, W 10'DIA.xB' DE P 1 ®o® REVISION /� DATE -/' "�/ MULTIPLE SES'. 16, 2015 N NOTE: I.YiALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF q'-O". GW EL 30 2� \ +26.87 I I ON EL ADD 51 LIGHTING NOV. 06, 2015 2.DEPTI45 GREATEe THAN q'-O" SHALL HAVE WIRE FASRIG CONCRETE ADD 5! N EASfiM NT IJO'?'r~ _- - - NOV. 15, X015 REINFORCEMENT 3"xf2", f AND 2?11N.VERTICAL WIRE5- 12" O.G., 1/2"MIN.DOVER. VARIES -� �_ ofF305L v1 1 �� OF SLOPE 1 VARIES 17 n �``` .. -------- ------- --,_- -------- Z 2b.50 EL=2690 N Pf ------- ---- - - CATCH E3A51N x 4 FLUSH GRATE LE GH I NG FOOL o 1 ' LES � G G GATGH BAS I N 1 N75 NT5 ��� forlerly 1 NTS -- - } now oGGoll LAG 30 0 15 30 60 ao m scale: 111 30' yy�lk�r -116-1"3 JOB NO. :2014-0201 El = MONUMENT 5E7 ®= MONUMENT FOUND A= STAKE SET A= 5TAKE FOUND Y 11~ \ DWG. 2014_02.01_siteplan 2 OF 5 i AT ON LAW.()2 DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTUFES ARE FOR A SIECIFIC PURPOSE AN AI (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STALE EUC E NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR EFECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION U INDICATE[)HEREON SHALL PUN ONLY TO THE PERSON FOP WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING IN TI TION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON APE FROM 1`1110 OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 0 / 0.75 N +20.71 " 400 Ostrander Avenue, Riverhead, New York IIQ01 to!. 631.'72-7.2303 fax. 631.72"1.0144X admin@ youngengineering.com Z ENTRY LEVEL r,r FEEL=29.50 ( s ,�' Howard W. Young, Land Surveyor RIM EL=27.50 r"��/ Thomas G. Wolpert, Professional Engineer _ Douglas E. Adams, Professional Eng!neer RIM EL=26.75 �j _ ,hl( Y E 0.1201, 1 / � Robert G. Tost, Architect 00 00---... I .F r- 21.66 " 2079 - - - --- - - S \� ,+2 .77, \'L >',j0...,-" / 5ANITAR"( DE51 SIN CRITERIA 4 OALGULATION5 21.46 r 00 r / / z GROUNDWATER MANAGEMEN ONE - c � ZONE I\/ G• o �.. T BSMT LEVEL \� / METHOD OF WATER SUPPLY PUSLIG O FFEL-15.00 ��?'\.` / / ��x� ,[ J w\�v( ALLOWABLE SANITARY FLOW 600 GPD/ACRE cz /� \„ ]� o � �- \� :+2?l •,°"� 0 �'�p �®�� � 600 GPD x 1.8365 ACRES = 1,102 GPD C) / 'C ; �� � DEN51TY CALCULATION (� tu li FROM GREASE TRAP 2.52 �.I\ \� �� .C�j�� W!NE MAKING A. STORAGE C, IE=1 3. INDUSTRIAL: II,"(46 SF @ 0.04 GPD/SF = 470 GPD "` X21. _r ` - ��s� WINE TASTING (PRIVATE) 10 OGG @ 5 GPD/OGG 50 GPD 10") OFFICE: X4'1 SF @ 0.06 GPD/SF 57 GPD IE-13.50 21 .80 / ��� - TOTAL PROP05ED FLOW (DENSITY) - 5'17 GPD -- 1.00' L6�0.50' IE=1 3.1 2 -C -I�22.59 1\ IE=12.42 IE=!2.62 I � p 0.33' 9'of 4°PVC @ 2.000% DESIGN CALCULATIONS SANITARY SYSTEM NO. I = 20'OF 4" PVC @ 1 .000%Q 0.61 E / / - I BAFFL / � �- ' -` / � 124.83 , „ WINE MAKING $ STORAGE i2 - 22 OF 18 HI )FE INDUSTRIAL: II,"146 5F @ 0.04 GPD/5F = 4'10 GPD S © 1.000% WINE TASTING (PRIVATE) 10 OCC @ 7.5 GPD/OCG = -15 GPD TOTAL OF :2 POOL S' DIA. x a' DEEP 1 w 450 SFSWA �(1 1 I OFFICE: ci4'1 5F @ 0.06 GPD/SF = 57 GPD \ ,, -24- cNn WATER TOTAL DESIGN FLOW = (x02 GPD LL- w 20 19 j 23.01 L1-#I. o I �°K SERVICE 1500 GAL. 5EPTIG TANK \ / /G� o OOL + A GREASE TRAP a / I O�D I A.X L DE \ REQ. 10 OGG @ 2.5 GPD/OCG 1 ,00 GAL. `. �/ G� / j ?� 1 USE I TANK 0' 1711A. x 5' LIQUID DEPTH r SANITARY SYSTEM NO.I :.` �� '" 22. / O / 1 .9 I SEPTIC TANK 23.16�\; O i / / O \ 0 REQ. 602 GPD x 2 DAYS 1,204 GAL. 22.50 �� / -25 -+ B USE I TANK 8' DIA. x 5' LIOUID DEPTH 1500 GAL. o 5.15 ' / 5 1 I 3.43 Q L REG.L6�02 OPD / 1.5 GPD/S.F.c. = 401 S.F.S.FN.A. TRASH , � USE 2 POOLS S' DIA. x cl' DEEP 450 5.F.5.W.A. ENGL. �$ I UGEL / ° o )� rn DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 / 1 WINE PROCESSING ENTRY LEVEL / / 1 � d 2 WASH DOWNS/DAY 9 200 GAL/WASH DOWN = 400 GPD RIM EL=27.50 FFEL=29.50 +25.20 / o N� L WHEEL , � � TOTAL DESIGN FLOW = 400 GPD 23.71+ STOP 1 �� SEPTIC TANK REQ. 400 G"D x 2 DAYS 800 GAL. o +215 53 �' USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1,200 GAL. SP�NIT,4RY NOTES v_. _ - - r 1 ,) lS\ +- 47 I . I.ALL CONSTRUCTION TO BE IN AGGORDAT�GE WITH SUFFOLK / � _- + I L.EA"HING POOLS '25.5 REG. 400 GPD / 1.5 GPD/S.F. = 26`1 5.F.5.W.A. COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. I ' SIGN 25.80 d O' 2 •97 USE 2 POOLS 3' DIA. x 6' DEEP 30C 5.F.5.W.A. 2.ALL COVERS To BE HEAVY DUTY CAST IRON FRAME AND LOCKING O + COVER CAMPBELL FOUNDRY PAT.# 100-TG OR APPROVED EQUAL. 24.17 24.29 _ W 3.ALL STRUCTURES TO BE PRECAST CONCRETE 4000 P51. -- --- --- - _-- - - LD/ POST 4-ALL PRECAST CONCRETE SLABS t PRECGA5T CONCRETE �`- \ 1 �� � � COVERS SHALL BE HEAVY DUT'f TRAFFIC 9TEARING PRODUG-5. D � _ 5.BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM J ' +25.41 OF 3 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. BSMT LEVEL 06 1 FFEL=16.00 b.THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF SLAB SHALL BE 2.5 FEE wo 00 'T.LEACHING POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR / OF GLEAN 5AND. \ o B.EXCAVATION FOR LEACHING POOLS MUST PENETRATE A �NS�I N��f�.IJ CERTIFICATION MINIMUM OF b FEET INTO A VIRGIN STRATH OF SAND BGRAVEL / 0 26.13 I I I ?�� - 1 1 1 1 _ I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE BELOW THE BOTTOM OF THE PROPOSED LEACHING POOLS. / O 1 '22- CT. L VOj. T 1 , ` 11 1 1'OF 4"PVC @ 2.000% / J 2- �J DISPOSAL SYSTL-M(5) FOR THIS PROJECT WERE DESIGNED BY ME a. IE = INVERT ELEVATION. �� ,.__l-a_..e__.-,-_.."„_._u.",.. h I I - 10 OR UNDER MY DIRECTION. 5A5ED UPON A CARET THOROUGH _ " N rn 21.85 1 (� 0 STUDY OF THE SOIL, 51TE AND GROUNDWATE" Oi`017iON LL 0 FACILITIES, AS PROPOSED, CONFORM TO, '•5UFFOL`K GOUN 8'OF 4"PVC @ 2.000% O5O IE-14.00 _ DEPARTMENT OF HEALTH SERVICES CON UGTION STANDARD IN TO SEPTIC TANK IE=13.78 1 I -_ �� I EFFECT AS OF THI5 DAT:. it g < 25.84+ � 1,I I ��•1-7� 2159._ 25.09 _ -23 IE=13.28 > s --25- q ,•t., I 26.72 -26- +2 ' 1 A' 0 9- j m I O W o l I f 1 P 73 , O HOWARD W. YOUNG, N.Y.S. L.S. NO. 458a3n MONOLITHIC o-•61r O I SN�-r Y L7 LIG I ® ,+ 1 " - THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61453 -r) �-rY�✓) 1 1/_ G -17 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808ci-1 - a.00' -} I I' < I Y57E NO.I 1500 GAL GREASE TRAP 1 �_ -3 v II II o �D 5URVEYOR'S CERTIFICATION o I Puna, . R SANITARY SYSTEM NO.I GREASE TRAP S I TR� 1 I 1 HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING ' a� 2s. / 1� O + 2? 1 o BOUNDARY AND TOPOGRAPHIGAL SURVEYS MADE BY US AND/OR N o o I Y57 M NO. -6 - ti,..,,.- LND=R OUR DIRECTION. WATER I C11 ENTRY LEVEL `SERVICE _ I FFEL=29.50 _ I FE + 00 . RIM EL=27-25 �L RIM EL-=26.75 LP LP o ° P UGEL - - ----- / O / ° 25.71 O p - LP f"--- /' \, I HOWARD W. YOUNG, N.Y.S. L.S. NO. 458x3 ,.. . O O o � :- - Q .: � 1 o I - - - co c) O W I NERY ST GT tyro // I ,�• �/� A I o 29 00- I'!-- L ' 1 McOALL F I I EERY z L 1 at old BSMT LEVEL + 4� Gutchoueue, Town of South -. -j 0 / o _ o � FFEL=16.o0 2 _ Suffolk f County, ew _ � 1 /°1 I ff k ty, N r �� 20 29.20 1 N o X27. 1 D TRY LEVEL I / WATER SUPPLY SEW ACBE D 15P05'�L FLAN N / FF =29.50 i LLJ BOTTOM �� IE=14.00 / CO 0 1 o County Tax Map District 1000 section LOQ ©lock OI 1_at 3f3 Z - OF SLOPE IE=13.55 S : E-- p, L 1 EL=28.90 0 8'OF 4"PVC @ 1 .000% 1 ° RAILING 24.9 MAP PREPARED JUN. 11, 2015 o- IE=1 4.00 \ WTI IE=13.5G \ EL=44.1 7 / r Record o� Revisions - - _ IE=13.O6 Loo �0.50'� �j e = TOTAL dF 2 POOLS \-IE=12.42 �� \ L17 LIGHT ` 28.50- 1 VISION 8' DIA. x 6' DEEP o 033' 1 9'OF 4"PVC @ 2.000% / n ` DATE La 300 SFSWA Q o b�'J ,� 29.00 MEND E -- - 5\/. 16, 2015 r 1 \ AMEND LI'7HTIN_G_ NCV. 06,_2015 . o _ P ADD SIGN_$ EASEMENT NOTE �NO�/_15 2015 BAFFLE \ BARN LEVEL ry 1 ` _ _ - ._ �� FFEL=4 1 .08 w O.6 I' 24. o - g' 5.00' 22' v --- - Ali -- -- - - --- --- 1200 GAL. SEPTIC TANK 20 O 10 20 40 60 ! Scale: 1" 20' 5AN I TAR"( 5Y5TEM NO.2 i> L I O LIGHT JOB NO. :2014-0:201 CL \ / A c�\ S o DWG. 2014_0201_51tepIon 3 OF 5 I I ' I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY ONES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE NDIARE NOT TO BE USE.TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION I INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS TUTION.CERTIFlCAl10N5 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(`h),SEPTIC TANKS(5T)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBEER NATIONS AND OR DATA OBTAINED FROIA OTFIEPS, 2"x4" WOOD POST / 400 Ostrander Avenue, Riverhead, New York 110101 tel. 631.•727.2303 fax. 631.'(2"1.0144 FILTER CLOTH WOVEN I FENCE } / /�'' admin®youngengineerina.com STABILIZED ry CONSTRUCTION 2"x4" WOOD RAIL 8.00 +21.2 o.t2 / �� WOVEN WIRE ENTRANCE / EXISTING TREE FENCE F PS 2�6s Howard W. YoungLand Surveyor �O / ..r y \V /' . '' Thomas G. Wolpert, Professional Engineer / TO REMAIN FILTER CLOTH ;__:.: p�0% j 179 O.a9 0 �21� 21.ss Douglas E. Adams, Professional Engineer 0 O +21 77 4 W OD N \• "x O 2 - 1.46 Robert 2 obe t G. T Ar ,, -ter - a5t G IteGt Z .2 i l DISTURBED =�-- ISTU .• - - UN D I�TURBED D AI / R L5 / tt - - _ P AREA FLOW AREA - I :.\ �• / >� O N \ l� \ 211x4" WOOD P05T 1 (tI3 -\�� \ +2 \p3 I z \ N Z SECTION ELEVA71ONY i 6ENER,� POLLUTION i C FIN. GRADE 2.52 �j) i - \24" DIA fic 1 H L LLU ON CONTROL MEA,SJRE.� `PLAN ELEVATION -- l,wnll�s INLET �' 4 PROTECTION w Z �kg> 4 � E IN ,A000RDANGE WITH THE PROVISIONS OF THE NYSDEG GENERAL a� +22.59 i / 1 .,, 24. 12" DIA 4 STOFMNATER PERMIT, STORM WATER MANAG-EME\T AND EROSION TE fi�R®TEG'I"{®N 51LT FENCE �\ /// \?. �s = AND 5EDIMENT CONTROL MEASURES INGLUDING, BUT NOT LIMITED TO, NT5 NTS _ - /; #s THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: .� / " - . ..-/ �2� 12" DIA 22' OP IS"HDPE ® 1.000% 1. EX15TIN'r VEGETATION TO REMAIN SHALL BE PROTECTED (BY I 1 I INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED ]�`�23.01 / / / - -�F I",`'`' 1 o S VEANS) AND SHALL REMAIN UNDISTURBED. 2. CLEARING AND GRADING SHALL BE SCHEDULED 50 A5 TO MINIMIZE #6 DIA THE EXTENT O EXPOSED AREAS AND THE LENGTH OF TIME T1 IAT 6" DIA OF gyp,/ T1s j ' 9 AREAS ARE E.XPO5ED. GRADED AND STRIPPED. AREAS SHALL BE 2"x4" WOOD FRAME �� 23.ts° � / / _ 0#DIA KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS / 22.50 i -25 g .1 REGU!RED. SEED MIX UR:5 SHALL BE IN ACCORDANCE WITH SOIL FILTER FABRIC /., 22.72 ° X5.15 #8 CONSERVATION 5EP.VIGE REGOMM(=NDATION5. IN AREAS WHERE SOIL / #74 1 � -{#10 8"DI A 36" A O8' D #9 DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, , / TRASH UGEL 11 p #71A TEMPORARY AND/OR FER!"IANENT SOIL STABILIZATION MEA5URE5 G ENCL. �$ '' \ j 1312 DI X13 DIA I SHALL. BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. #73 O j 4 8"DIA RR - I / 28" A #21' 16 40° I 1 j DIA I 5. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE / +25.20 301, D 0 //' EFl�1OS DIA MINIMIZED TO REDUCE RUNOFF VELOGITIE5. RUNOFF SHALL BE O O O J O L1 +23.86 23.71+ / 5°� i 1 Q �4 5TO 1 �4 8" DIA DIVERTED A6 SAY FROM CLEARED SLOPES. 010100100100 l I -- \ 53 1 t- #17 4. 5EDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED ooOQQQoo / _ ' #22 L� #23 1`r p , 12" DIA TO ENTER ADJAGENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE / = 70 T_ I D�' �` 47 SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE 24" DIA -F, ' I 1'- + OOOOOOOO / = 77< k, 1 +25.5 #18 LIMITS OF D15TURBANGE PRIOR TO THE 57AR7 OF CONSTRUCTION AND SIGN s7 STAG I NG 14" DIA SHALL BE MAINTAINED UNTIL GONSTRUGTION 15 COMPLETE. OOOO�l00 / o��F 24.1 24 9 ad _ Cn 15 #25 - POST V = -1 1 10" DIA 1 #24 A�REA� 24.14 ti #72 1 '` / y �� • / 5. A STABILIZED GOP�STRUGTION ENTRANCE SHALL BE MAINTAINED TO 24.05 ` + / / \ 56" DIA 1 - ' \lP -!J'V 14' DIA PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRAGKED ONTO 00000000 .��5 :. / �s `- _ - rn 1= I ,#26 24.33 / °�� / VSE-' 1E� 4.0 1 +25.41 o LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED 23.86 / 61 eP r �S UNTIL THE SITE 15 PERMANENTLY STABILIZED. 24.08"' o ti ° ' A� s� 2 6. ALL RUNOF'= SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH 0 LOCAL REGULATIONS AND AFPROVAL5. DRAINAGE INLETS INSTALLED # =S ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THRGJGH PLAN i 24.40 / m #71 = _ 23 92 v� m / 36" DIA _ 21.8522 2, l �O�r,• 3DIA N THE USE OF APPROPRIATE INLET PROTECTION. 2"x4" WOOD 5TAKE5 0 23 58 _ I (�J111 A C� 0 4.08 r � I I I I Y O -7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING 23.47 5 / 25.84+ I. -111 I�17� X219 2 1 GONSTRUGTION: A. WATER-DOWN ACCESS WAYS, STOCKPILES, AND i � MATERIAL PRIOR TO LOADIN!3; B. LIMIT ON-SITE VEHICULAR SPL-EDS =22-+ - i' DI r 25- _ 23- s-DIA r O TO 5 MPH; G. PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL --24- 39 FILTER FABRIC / _ _ - �` -2s- #3 j # 4 AND CONSTRUCTION DEBRIS. .., r_ a 26.7E 26.- +26- 6"IIA 10 DI 6" DIA 9-� 2"x4" WOOD FRAME +24.66 / _ 2"x4" WOOD STAKES-, vA j m I a lin _ 26.73 10 DI o 1 ,C� 5. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES o oI I 5 NTA Y _ ` - �Q _ s" IA#3 V. C r, SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE z I caILT 5TE .I _ a" 7. ` O FERMANENTLY STABILIZED. FOLLOWING FERM,ANENT 5TAB!LIZATION, #41 PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND X X FENCE "ION IIttIr / j s" D3B 1 O DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS i'SS' o 2s. / 1 24" Dl d NEGESSARY. > 5 I TA��' 2 v + 2�. O s z GRADE o I 'T 5T M; O. ° - 12" DIA'_ F. FROPER MA:NITENANCE OF EROSION CONTROL MEASURES 15 TO BE O �-. 169"DI - #42 !t # 1 PERFORMED AS INDICATED BY PERIODIC IN5PEGTION AND AFTER 12" DIA-. m FE ' 1 9 HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO ' FE + •00 /1 i = N INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF REGHARor BASINS, LP / C) a J � 12 DIA - }'% 1 I 1 I ( LP _ L O UGEL 1 % 1 9 5EDIMENT TRAPS AND DRYWELLS, GLEANING AND REFA.IR OF I' - SEDIMENT BARRIER5, REPAIR OF BERMS AND RUNOFF DIVERTERS, = 1 25.71 i IA _o 457 56 3 1 AND GLEANING AN[;) REPAIR OF INLET PROTECTION DE`✓ICE5. 12 DIA SECTION %; MPLYvNl'�H I 1 = 2 12" DIA \ #as 47 1 1 10. DUR,NG GONSTRUGTION, THE ONTRAGTOR SHALL GOI ,< 7 CIO O �j - p -(� #55 24" DIA ,-" _ ' 36" DIA I ALL LOCAL REOULATiONS GONGERNING THE DISPOSAL OF SOLID FILTER FABOO fl ry Pi ( 12 I 0y-' --,--/r 1, 24" DIA / 4 r - 'R WASTE AND DEBR.15 AND TOXIC, AND HAZARDOUS WASTE, AS WELL AS BURIED 12" M!IN. DRAINAGE / ST T �o 1I / 1 I I SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. y�Q A FY - b �p #58 %1•. 6 INLET O O 2#x26 of, oQ `1; 1D 'm 36" DIA 11. GONGRETE W.A5H-OUT OF READY-MIX. TRUCKS 15 NOT PERMITTED I INLET PROTECTION NOTES O 3 " E _ / FFG ; 4�#4a AT THIS SITE. -� ; h2" DIA L FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE UI (\ 29 23.20 i 1. UNLESS OTHERWISE DIRECTED BY THE OWNER, THE GONTRAGTOR 15 USED FOR SHORT 1rERM APPLICATIONS. Sl " / TRY LEVEL / /#5027 t RE PONSIBLE FOR MAINTAINING THE NEGESSARY RECORDS OF 2.GUT FABRIC FROM A GOKILL OUS ROLL TO ELIMINATE NEXT . IF p�_- , FF =z3.so / o'I' 6" A 1 CONSTRUCTION AGTIVITIE5, PREPARATION OF INSPECTION REPORTS, JOINTS ARE NEED~D THEY KILL =- OVERLAPPED TO THE NEXT 57AKE. Q r� B rOM },y� # DIA - IE=14.00 ou o 1 AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER 5.STAKE MATERIALS WILL SE STANDARD 2"x4" WOOD OR r OF S OPE / IE-13.58 / E y4 P L�- ry 0 1 AUTH021TIES AS NEGESSARY TO COMPLY WITH THE NYSDEG GENERAL EOL'IVALENT.METAL WITH A MINIMUM LENGTH OF 3 FEET. C> E'_z �O ' ; STORMWATER PERMIT. THE GONTRAC,TOR SHALL REPORT ANY \, RAILING a/ #49" x-24.9 A SPACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE 9 9 y\ EL=aa 17 14" DIA ` REGUiRED MODIFICATIONS TO THE SWPPP NEGES5ITATED BY FIELD A MINIMUM I8 INCHES DEEP. IRE M GREATER THAN I FEET MAY BE / / \// CONDITIONS OR GON5TRUGTION AGT!VITIES TO THE ENGINEER FOR BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC _ FOR SUPPORT. 5.FABRIC, SHALL E3E EMBEDDED I FOOT MINIMUM BELOW GROUND / { z�\�O = \ AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES �� / / 23.00 _ j #51 \ REVISION OF THE SWPPP W!�ERE APPROPRIATE. AND FRAME. /[� BARN LEVEL a 4 = ry , 40" DIA 1 6. A 2"x4" WCOD)~RAME SHALL BE COMPLETED AROUND THE GRE5T. / / \ ��FFEL=41.08 Q__"" i = #52 (.PROPRIETARY IMILET PROTECTION MAY BE SUBSTITUTED IF / / `�/ - APPROVED BY QUALIFIED INSPECTOR. 36 EbA 24, 1 0 77 FILTER FAA R.I G DROP INLET PROTECTION NTS SILT \ � / _� � � � ENG I NEER 5 CERTIFICATION FENCE- 01 ENCE �� aRAILING o El=44.17 N 50' MIN. 1 \ +25.14 j / TRIBUTARY 26.85+ \ rw-4o s BOUNDARY ..' s STONE PAVEMENT EXISTING _ C11 EXI5TIN0 2 S. PAVEMENT ry 0 - \ r3UIIPING LINE STONE STEPS BIW N d- GROUND " BE1 ow GRADE � BA`:EMENT LEVEL ry -� 6. \ FFEL-18.00 a Y 1 I -0 rr M /1J/+��' V• ✓� fir, z MOUNTABLE BERM ( \ s .9 1 I e! r (OPTIONAL) EDGE OF \ / N E1W .eo FILTER CLOTH f LANDSCAPING / I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 '.• ry r.:5,° PROFILE00,51:!11 o � i Tor'of SLOPE '� I I DOUG�.AS E. ADAMS, N.Y.S. P.E. NO. EL-38.90 27 -32 -39 -2850' 1 1 _ _ ` 1 MIN. j 36 �� 2� ' .��' �51 LT +27.25 WASHRACKz 54 LCB# \ FENCE (OPTIONAL) _ _ - � � � ry _` _` 3 \ +26.87 \ ff il. .;`_ EXISTING at Gutcnougve, Toh;n of Southold EXISTING PAVEMENT Erro i el=za3o \ 1 Suffolk County, New York N ILl z w so LIMIT OF CLEAR I NG, - ., GRIND I N� GROUND ! STORM TER MAtNAGEMENT CONTROL FLAN I I X28 rl D 15TURBAtNoE '1 a _- 1I PLAN N z r {Orme y G - ! n IkeO M�Ga113 4 County Tax Map oist,ict 1000 Section I0'f Block OI Lot 55 DRAINAGE TO 5EDIMENT ��p-116 I 1 35 1 MAP PREPARED ii �PPSEE o'1�a j �1�1'r p`�� 1 SEP. 16, 201 GONSTRUGTION ENTRANCE NOTES \ I. STONE 5!ZE-USE 2"STONE:,OR A RECYCLED CONCRETE EQUIVALENT. 2 Record of Revisions +28.03 REVISION 2. LENGTH-NOT LE55 THAN 50 FEE?(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 1 DATE FOOT MINIMUM LENGTH WOULr APPLY). z AMEND LIGHTING 3. THICKNESS -NOT LESS Ti',AN o". m 1 - NOV. 06, 2015 4. WIDTH- I6'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR ADD SIGN EASEMENT NOTE NOV. 18 2015 E6RE55 OCCURS. - 5. FILTER GLOTH-WILL BE P`LAGED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER- ALL 5U'RFAGE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A 1 -- -- -- I-1OJNTABLE BERM WITH 5:1 SLOPES WILL 5E PERMITTED. t - "1, MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1 C C E [L' PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT D o SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-CF-WAY MU57 BE REMOVED o IMMEDIATELY. On 0. PERIODIC INSPECTION ANC?MAINTENANCE SHALL BE PROVIDED EVERY SEVEN (7) ( ? DEC-0 4 2015 30 o IS 30 60 ao o CALENDAR DAYS. )0„{Ilr..l,1t�6fan � 5cole: III � 301 5TA�i31 L I ZEP CON5Ti�UCTI ON ENTRANCE Nanning B-o d JOB NO. 2014-0201 I DWG. 2014_0201_siteplan 4 OF 5 NTS 7 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEPEON FROM PROPEPTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE NDIARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAT.SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION (INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEPEON•AND TO THE ASSIGNEES OF THE LENDING INS TUTION.CE"F CATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. III III 19.06 400 Ostrander Avenue, Riverhead, New York 11,101 tel. 631.'12"1.2303 fax. 631."72-1.0144 admin©youngergineering.com 9.84 �( Howard N. Young, Land Surveyor I 18.44 I Thomas G. Wolpert, Professional Engineer 0.04 18.89 8.63 DOugla5 E. Adams, Professional Engineer rc = I +�- ,/ o\ 0.53 / 19.1 &: 4 � Robert G. Tost, Architect 20.58 p/ ,8.96 v 0.75 \ 9.31 * +20.71 / 1.20 1 / - 511 E DATA i S tip' 00 TOTAL AREA = 50,000 S.r-. +2'1.26/ 0.12 1.72 2J 69 / ` VERTICAL DATUM = N.A.V. DATUM (IQ58) 0.52 j 0.49 0179/2 21.66 2.06 +21.77 21.46 21.07 / (o 12 1 21 .so > #3 2.52 - /� / _--,.• ( 24"DIA `I - 39 1.92 4" DI #4 -{ +22.59 / / / ` #10 1 1 24. 12" DIA 40" DIA 112 45+ 2 0 2.95- 5 -7' / / Lg� -1.9 24.83 12" DIA ` 23.01 -24- - + / o / 24.74 / / 3.32 DIA 1 Ti}li / 36" DIA / #19 23.98 7 ry& 22.50 \��pti / `-2.5- / 28" DIA +/�F O8" DIA / i _ 22.72 � J o 25.15 2, 99 #6 , / / #74 +25.13 #10 8" DIA 36" DIA 8" DI #9DIA �11 #11 Y 10" DIA / / D 10" DI #13 3.72 _-- - _ - / 8" DIA / / #73 #14 3.07 28"DIA #21 #20 14" DIA 40" DIA / +25.20 30" DIA #15 M _ 0 1 10" DIA 23.71+ 5G� ' \ 1 #16 +23.86 I 8" DIA i I +25.53 #17 N 1 0 - #22 #23 • 12" DIA 12" DIA 4.04 47 ,:-_`J 1 24"DIA 3.44 / + 5.5 #18 SIGN 25.80 25.9 14" DIA /24.1 24.29 0 1 + #25 11 ' 24.74 '- "-"--`/ Q ti� POST a 1 67210"DIA #24 i 24.05' ^+ / _ ' 56" DIA / \ #27 14" DIA t,,5 " •C / 10"DIA #2C' 24.33 .- p� \`_ / /J�F''l y�F� \ 4.0 1 +25.41 I \ 6i 0"DI 23.86 0/. (�� / �� of I? �� 4.08 ooJg� /��/ �pG 3.58 // \amu 26.002 .134L Q e+24.40 / / #71 1 I I 22- -2,-go#11� #2$ 13 36" DIA 36" DIA N 23.92 /ryh m I I 1 1 i 21.85 I I,\ o nl � 23.58 1111 I III 1 � 4.08 4.27 r% 23.47 25.84+ I �• \\1 21.78 221.59 1 2�Y.�� #29 / C� 34 25.09 // \�\_ -2,3 _-- 2" DIA 6" DIA #36 4 / 1 / $1+ 10"DI O _ll'�_-. .• / / � � i2� \` -25- -i 30 35 #39 9 i 24 66 /j/ T 26.72 + 6" DIA # / 0 6" DIA 9 `26- --26 to" DI #70 0 26.730"1 DIA O Cd 83 DIA 1,4�33 C -n 8" D 4.14 { WOODED // 12" DIA #41 DI o 1 I / #38 1 N ENGINEER 5 CERTIFICATION m I +26.8 #4024" DIA O o I / 12" DIA � 1 HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE I O DISPOSAL aY57EM(5) FOR THIS PROJECT WERE DESIGNED BY ME Q I 69"DIA 2�i #42 -1 -- 12" DIOR UCAREFUL-AN H,'UNDER MY DIRECTION. BASED UPON A CAROUGH I +Z7.00 #4 1 STUDY OF THE SOIL, 51TE AND GROUNDWATER DITIONS, 12" DI 1 � 1 FACILITIES, AS PROPOSED, CONFORM TOT SUFFOLK COUNTY, 3 DEPARTMi=NT OF HEALTH SERVICES CONS UGTION STANDARDS 8" DIA EFFECT A5 OF TH15 DATE. 25.71 18" DIA / #57 #56 #53 / #gg 12" DIA 12" DIA 12" DI 121,DIA 12" DIA #45 #47 " DIA .< � m I 7 #55 #44 24 36" DIA - 12" DIA #60 24",DIA 24" DIA #63 20" I. a I \ L 4 Y< Q 12" DIA # 0#58 1 HOWARD W. YOUNr, N.Y.5. L.5. NO. 455g3n .-7 00 #66 0 14" IA 35" DIA 22" DIA THOMAS G. WOLPE O RT, N.Y.S. P.E. NO. 61453 O ° #64 7.4 #48 14" DI DOUG!AS E. ADAMS, t d.Y.S. P.E. NO. 505x'1 (� (� 112" DIA ) 27.121 #6S DIA /// L /850 A 1 S�RYEYO 'S�tISERTI F I GATI ON o . o /' °oLID I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING / #49, \ 24.9 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE SY U5 AND/OR DIA UNDER OUR DIRECTION. 40" DIA\ of b / 38" D� 24. 1 ` , / +26.75 \ ` i / \ lS� +27.13 / \ W HOWARD W. YOUNG, N.Y.5. L.5. NO. 45513 ` f icCALL NINE l�'�INERY \ +25.14 ' \� 26.85+ 1 �/i \ 1 E `�� +26.82 I at Gutchougue, Town of Southold 05 Suffolk County, New York M \ ^' " N Ex 15Ti N6 GONn 1 Ti ONS MAT +27.60 \\ I� County Tax Mao District 1000 Section IOQ Block OI Lot 35 a � I 0 2�QQ.0o7 1 +27.25 MAP PREPARED JUN. II, 2015 Record of Revisions REVISION DATE MULTIPLE_ _ _ 5EP. 16, 2015 1 +26.87 AMEND L16HTI"1G NOV. O6, 2015 \ --- --- -_-_-- , o \ W o ).LG ;nI! 1'I� y���ker McGa��g 4 ' i Ali DEC 0 4 2015 so 0 15 so 60 1600`116" �G>�S5 , _..v. Scale: 1" - 301 a ojzj.PJ 1 50:ItiIo10 7R)1ar1 Fianiung Board JOB NO. 2014-0201 = MONUMENT SE' lE9= MONUMENT FOUND Q= 5TAKE 5E7 A= 5TAKE FOUND DWG. 2014_0201_r ltep lan c .. 01= 5 I NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: DFA / 866 Avenue of the Americas, 11 th floor New York, NY 10001 7l o , : 212.683.4890 qr e: sarahjazmine@d-form-a.com w: www.d-f-a.com Structural Consultant: C, j`� S I LMAN \ Or ,o 32 Old Slip, 10th Floor o®`�� T •• h� cry ��t�J New York, NY 10001 o ?� 0\`\ p: 212.620.7970 �zo.ti. i e: hughes@silman.com \ / (Y w: www.silman.com MEP Consultant: � / EMTEC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY p: 631.981.3990 Civil Engineering Consultant: YOUNG AND YOUNG / o/, O"a fa �e c �� 400 Ostrander Avenue 3S Ip q r Riverhead, NY 11901 y ! 631.727.2303 �o•'�•• ! - - -- —O ANION -- -- Q r)a" Landscape Consultant: APPROXIMATE LOCATION OF s• '/!J/ n s '~or `\ !melk HAY BARN 40' x 30' ° 1 so//-o co�m�rly' 111 John Street, Suite 2650 New York, NY 10038 p: 212.513.1025 APPROXIMATE LOCATION OF e: melk melk-n c.com % otic OPEN HAY COVER 10' x30' mLand r'ow or Formerly: \ \\ \' \ < /���% � @ y � Berns Pace o '0 o6 NOTES: 77.30' \ - NOT FOR CONSTRUCTION co F R co ,rye I SCTM # 1000-116-1-2.2 l \ \\\ T.z i —� h / \ DEVELOPMENT RIGHTS OWNED BY SUFFOLK \ \ MAINRO_AD__-----' \ DATE: I / / COUNTY Land now or Formerly: \ \ 48.47 ACRES — Peconic Land Trust \ \ 22600 MAIN ROAD, CUTCHOGUE, NY 25 NOVEMBER 2015 EXISTING �, \ 've Ma\ tk. �NFENCE \ \ 10 Ar EXISTING x�, \ \ PADDOCKS �/ry\\\ \\\- I \ SCTM # 1000-116-1-3.4 DEVELOPMENT RIGHTS OWNED �`, :� U I l L\ OWNED BY SUFFOLK XX 10 ?0 COUNTY \ \ -_--- - --- 08 5 "E 384.1T 35.8 ACRES - ° ✓� N13__ — ---- � 32?s W— \�� SCTM # 1000-109-1-40 ��_= WIND /r` \ � °'w DEVEL$Epktga,IGHTS INTACT GENERATOR, _ y \ \ -.4 � °� 20 — \ \ EXISTING TASTING ROOM 11/25/2015 90%CD SJF WNEI L \ 11/03/2015 75%CD SJF WALL - � � 09/18/2015 PLANNING BOARD SUBMISSION SJF REV# DATE REASON FOR ISSUE CHECKED \ \ \ VINEYARD \ ' \ \ \°' ` ARCHITECT: VINEYARD \ a92• \ \ \ Baldassano ARCHITECTURE 31 West Main Street - Suite 205 Patchogue, NY 11772 p: 631-830-0282 e: tomm@baldassano.com _mmAN w: www.baldassano.com SCALE: NOT TO SCALE 'S 08d 24'31"E 365.47'_ \ \ \ o \ \ \ PROJECT: McCALL WINERY CLIENT: McCALL WINES ` ----y N 10d 59'12"W 382.58' \ ---- —--- \ \ o ( \ \ \ PROJECT SITE SHEET TITLE: SCTM #\\ 1000-109-1-38_ AREA PLAN I , \ DEVELOPMENT RIGHTS INTACT 1.84 ACRES EXTENT OF BUILDING TO REMAIN INSIDEN a O ! \ \ SCALE: DEVELOPABLE RIGHTS g – -3 713.51' NTS \�a� --— -- ----- S10d 59'12"E \p; SEAL & SIGNATURE PROJECT NO: 13.02 I DRAWING BY: RMT I CHK BY; SJF DRAWING NO: `. PROJECT ,w; zf -A NORTH A005 AEA PLAN ;�1 C� ��_� SNT� I L fa 20'7 ;i . or Cw w Soulnoic oean . . _" CAD FILE NO: Planning ft:2rd LEGEND NOTES: -0- TEST BORING LOCATION A- WORK POINT Project Location: * 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: ROAD DFA SHOULDER EDGE OF ROAD New York, NY 1000 1 p: 212.683.4890 e: sarahjazmine@d-form-a.com w: www.d-f-a.com Structural Consultant: SILIVIAN 32 Old Slip, 10th Floor New York, NY 1000 1 VINEYARDS p: 212.620.7970 e: hughes@silman.com NOW OR FORMERLY WALKER MCCALL, LLC w: www.silman.com DIRECTION OF VINE ROWS UTILITY POLE MEP Consultant: EXTENT OF VINEYARDS EIVITEC 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY 25'-0" FRONT p: 631 .981.3990 DN 24 LANDSCAPE own= EASEMENT Civil Engineering Consultant: MW mom YOUNG AND YOUNG ow am 0000�� mw mm ow"W— E IST. SIGN 400 Ostrander Avenue *mw awman-som� mm .. 26 25 Riverhead, NY 11901 EXIST. POST p: 631.727.2303 28 Landscape Consultant: WP3 ....."_4\ !rnelk DN WP4 EXfST. SIGN 111 John Street, Suite 2650 28 New York, NY 10038 p: 212.513.1025 e: melk@melk-nyc.com < NOTES: U NOT FOR CONSTRUCTION /0 EXISTING TREES `7, /P DATE: DN (P �A T 7 24 NOVEMBER 2015 ZZ PROPOSED FUTURE EL. +11'- L7 T LAND BANKED [_7 PARKING AREA F.F. BARN LEVEL Z Ll I 171 L.7 L10\ Z L Ll Z LOCATION OF NOW TOP OF SLOPE DEMOLISHEDSHED EXTENT OF BUILDING BELOW UP 23 NEW HEDGE BERM 117 D)`MPSTERS\ a) 1 AND�ENCE L I �4 SJF LIMIT OF DEVELOPABLE RIGHTS L17 WP2 +01-0.1 11125/2015 90%CD LANDSCAPE STONE STAIRS (T.B.D.) SSTL TENSION AL ELI i CONCRETE SLOPED RETAINING WALL RODS TRELLIS T.O. SLAB ENTRY LEVEL 5 —R38,-O,, 11/03/2015 75%CD SJF 4'-0"SIDE EASEMENT 0 L 09/18/2015 PLANNING BOARD SUBMISSION SJF DROP-OFF�AREA REV# DATE REASON FOR ISSUE 7 CONCRETE L ------ ---UTILITY POLE �KED 1_7 SIDEWALK r PARKING AREA OF L1 7 8 STALLS L7 L7 LIO L7 CONCRETE L,7 L7 DN NEW SIGN L7 L' HANDICAP 6 SPACE ARCHITECT: BaIdassano ARCHITECTURE 31 West Main Street - Suite 205 DRIVEWAY CRUSHED SHELL R Patchogue, NY 11772 p: 631-830-0282 ,Q) e: tomm@baldassano.com moo 40* w: www.baldassano.com 11w low* --mom __dwo PROJECT: -am McCALL WINERY PROTECT TREES D TO FURTHEST EXTENT CLIENT: POSSIBLE McCALL WINES 26 SHEET TITLE: SITE DEVELOPMENT PLAN NOW OR FORMERLY PECONIC LAND TRUSTINCORPORATED SCALE: 1/16" = 1' PROJECT NO: DRAWING BY: ZZ A F?C ------ CHK BY: SJF A, B A D.4 0 -A DRAWING NO: U-1 TEST BORING LOCATIONS PROJECT NORTH DATE 020A9'b A006 TB-1 PMENT PLAN E C E V E OF 05/02/2015 SEE GEOTECHNICAL REPORT 71\ \VVP3 00, El 7��I!_�T _0 TB-2 05/02/2015 SEE GEOTECHNICAL REPORT DEC 0 4 Z015 ------- ------ CAD FILE NO: Sooihok�Town TB-3 05/02/2015 SEE GEOTECHNICAL REPORT L—Pidra."llig ivard NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: / DFA / 866 Avenue of the Americas, 11th floor / New York, NY 10001 _ go`'�ho ° p: 212.683.4890 %�6 �a��°,,� e: sarahjazmine@d-form-a.com w: www.d-f-a.com —✓ P\ • , / �o'� Structural Consultant: SILMAN PJB soy Sho,� Foy 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 y, N4. oQ�G� e: hughes@silman.com �ryhhti e �° . y 1a w: www.silman.com ham" o�°es e` � MEP Consultant: ° ° m er EMTEC � og� �� 3555 Veteran's Memorial Highway, Suite M °\\ Ronkonkoma, NY p: 631.981.3990 LUi Civil Engineering Consultant: YOUNG AND YOUNG ;Y Op.. LL ,�`� a 3 F !, s 060/- -x� 400 Ostrander Avenue 3S8o• ti F��� ��,,y Riverhead, NY 11901 ?�?o.,o•• p: 631.727.2303 °"a LOCATION [OAF Landscape Consultant: / VSs• l ° or n SOIF°rm o � ° °ak rly .melk \. 111 John Street Suite 2650 \ New York, NY 10038 St p: 212.513.1025 ti e: melk@melk-nyc.com r: Lcnd now or Formerly: Bertis Pace o, NOTES: " v, N17730- y� �1T NOT FOR CONSTRUCTION FYq i SCTM # 1000-116-1-2.2 y / DEVELOPMENT RIGHTS MAIN_RA��RT 25) �a OWNED BY SUFFOLK j _ DATE: COUNTY Land now or Formerly: 48.47 ACRES — Peconic Land Trust \ 22600 MAIN ROAD, CUTCHOGUE, NY 18 SEPTEMBER 2015 \ EXISTING \ ciNFopMSriNFENCE / 10 EXISTING \ / \ „ / PADDOCKS \ ' SCTM # 1000-116-1-3.4 W aU w LL DEVELOPMENT RIGHTS 433.95 �o?o OWNED BY SUFFOLK 5A TARI, S 08d 44'58"E 384.17' 3COUNTY 5.8 ACRES N1a°3_216"W SCTM # 1000-109-1-40 •W GENERATOR ,-WIND �� / BARN ~� .w� DEVEL9E6PAka,%IIGHTS INTACT -- VNIELL WALL 09/18/2015 PLANNING BOARD SUBMISSION SJF — _ w \ \�� REV# DATE REASON FOR ISSUE CHECKED VINEYARD r04N of Or F \ OO'f��y 0 So`'T"<oy. _ _ ARCHITECT' �� �°' VINEYARD iso \ Baldassano ARCHITECTURE 92• �' _ N - Suite 205 o 31 West Main Street o •�, Patchogue, NY 11772 p: 631-830-0282 \ e: tomm@baldassano.com - w www.baldassano.com SCALE: NOT TO SCALE a _ _ �S 08d 24'31 E 365.47' \`� PROJECT: McCALL WINERY 0 CLIENT: McCALL WINES / N 10d 59'12"W 362.58- -4 62.58'� o PROJECT SITE SHEET TITLE: l/ a SCTM # 1000-109-1-38_ AREA PLAN oo � DEVELOPMENT RIGHTS INTACT �. 1.84 ACRES EXTENT OF BUILDING TO REMAIN INSIDE N o O / SCALE: DEVELOPABLE RIGHTS 435.15' a, g 713.51' NTS ' S 10d 59'12" PROJECT NO: SEAL & SIGNATURE DRAWING BY: RMT 0 E (� U CHK BY: SAF lei � -REQ OCT 0 6 2W5 :4,(2 �I OE"' 64Q ,�� DRAWING NO: PROJECT NORTH Southold Doan d Plannln ` .A� A005 n 01 AREA PLAN ,a NTS h' V d ��f�1 , CAD FILE NO: NOTES \ LEGEND \ �P TEST BORING LOCATION . \ •�- WORK POINT Project Location: \ 22600 New York State Route to 25, Cutchogue, NY 11935 \ tion: Project Description: � J p \ NEW CONSTRUCTION - WINERY \ Design Architect: _ _... ...... \,� ROAD DFA SHOULDER GE OF ROAD New York, NY 10001 \ p: 212.683.4890 \ e• sara jazmine@d-form-a.com \ w: www.d-f-a.com `\ \ 1t.0e 5 Structural Consultant: ILMAN \ 32 Old Slip, 10th Floor New York, NY 10001 \ - \ p: 212.620.7970 VINEYARDS e: hughes@silman.com NOW OR FORMERLY WALKER MCCALL, LLC w: www.silman.com DIRECTION OF VINE ROWS -- EXTENT OF VINEYARDS UTILITY POLE MEP Consultant: - -- EIVITEC Suite M � Veteran's Memorial Highway, Ronkonkoma NY p: 631.981.3990 ... ... ,.......�..".� ... ...� F'"\ "�"b" "'. ... 25'-0"FRONT . ....�..... ... ..........� ... .,. ....•� LANDSCAPE P �_ DIY an= ........ EASEMENT _ E Civil Engineering Consultant: YOUNG AND YOUNG \ — V0ww ..� � 6" ow � w ... .. �r 5 E IST. IGN 400 Ostrander Avenue ,� "M. n a„ 6. , \ \ \EXIST. POST �-----� Riverhead, NY 11901 \ p: 631.727.2303 \ , \ 2 n Landscape Consultant: , \ / \ r ` 3_ �� !rnelk 28 WP3 \ EXIST. SIGN 111 John Street, Suite 2650 \ � --- New York, NY 10038 \ \ �' p: 212.513.1025 y'i e: melk@melk-nyc.com `} ? i \ NOTES: EXISTING TREES C) Sl o ° ,�J i a NOT FOR CONSTRUCTION DATE: r/ DN / //j; / / / i / — \ /' //�,� � /ice/ 0.; IDGE'� /i' � •,�` � o � � .., c ,.– / 18 SEPTEMBER 2015 --T -- PROPOSED FUTURE -� / EL. +11'-7" 61 o _��� r T� �. LAND BANKED F.F.- BARN LEVEL PARKING AREA _ I o I ° TB-'\ TOP OF SLOPE '/ /i i2 ° t 1 TOE OF SLOPE �/ LOCATION OF NOW Q EXTENT OF BUILDING BELOW U o� > DEMOLISHED SHEDf NEW HEDGE BERM _ � ' ^_i, M ANdFEES LIMIT OF DEVELOPABLE RIGHTS DN / o 1 P C LANDSCAPE STONE STAIRS(T.B.D.) / S.S. CABLE TRELLIS , WP1 EL. +01-oil I CONCRETE SLOPED RETAINING WALL ,r T.O. SLAB ENTRY LEVEL 25 _ 4 `, \ Rag-0 4'-0"SIDE EASEMENT WP4 \ �� r _ _ _ _ _ _ ` , 09/18/2015 PLANNING BOARD SUBMISSION SJF y CONCRETE UTILITY POLE REV# DATE REASON FOR ISSUE CHECKED � ` ` SIDEWALK d -- — ___ __� � SUGGESTED PARKING AREA OF DN CONCRETE 3 G �(� B SUGGESTED � 10 SPACES DROP-OFF AREA 12 -- ARCHITECT: ° Baldassano ARCHITECTURE a 31 Wes ` / N t Main Street - Suite 205 / / DRIVEWAY o CRUSHED SHELL Patchogue, NY 11772 r TB-3 o°A / �� p: 631-830-0282 -- - e: tomm@baldassano.com �-� - - ._ w: www.baldassano.com s 1 � ✓ l0 /0a s., _ry?. '-I-� 3 e ii- �`��'. "jl ',.� 1 �',3.. �' •� � / 1 , e `,` ("l ` GOP �� wwl.M.. w . ...w .• .In�\ �� ./\ °.. _°,y.' ��':� ,U1, ol'' P_ ����-�✓i"' �_,_�. � __ C PROJECT: "oo �....— �� MCCALL WINERY o r - -� ( \ ' 'l= c I 4 PROTECT TREES _ � —� --f---`-- TO FURTHEST EXTENT CLIENT: l POSSIBLE MCCALL WINES 6 SHEET TITLE: SITE DEVELOPMENT PLAN NOW OR FORMERLY PECONIC LAND TRUST INCORPORATED SCALE: 1/16" = 1' PROJECT NO: (� DRAWING BY: RMT D L� \e'(�F',E CHK BY: SJF xl OCT 0 6 2015 �P -- Q$OUth0ld�fCWn 5�, 9! DRAWING NO: TEST BORING LOCATIONS PROJECT ! s m � � 1 'y�',� rn� m NORTH Planning Board DATE `u cr ', A006 TB-1 05/02/2015 SEE GEOTECHNICAL REPORT SITE DEVELOPMENT PLANel�..v;� < 01 , Lv, SCALE: 1/16"=1'-0" TB-2 05/02/2015 SEE GEOTECHNICAL REPORT TB-3 05/02/2015 SEE GEOTECHNICAL REPORT CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: 1 2 3 4 5 6 3 O 5 DFA 20'-11" 25'-2 1/2" 22'-3 1/2" 17'-2" 32'-4 1/2" 22'-3 1/2" 17'-2" 866 Avenue of the Americas, 11th floor 11 . i NY 1 001 i . New York, p: 212.683.4890 . . - : _ _ _ � �_ - - - __ _ ; - -- i _ , _ .� _ : — � -form-a.com y EXTENT OF BERM I . e• sarahjazmine@d-form-a.com - : . . — : _ — _ w www -f-a com . - i . . . 02 . . (TOE OF SLOP : 1. CAST IN PLACE 18 A201 �., _ 1 .. -. RETAINING WALL Structural Consultant: r -- _ 1. ' -_ _ „ I : I CAST iN PLACE 18SILIVIAN � . - ': . f ' f : I . I __ ETAIN NG WA L '', . I . R I L . - - d Slip, 10th Floor : : I : .. . f i - New York NY 10001 . i . . . 1. i t:1. r. . . . . p• 212 620 7970 . m : . . , e• hughes@silman.com sl m n . . i . t, . i i : I i i . . 1. i -- j! _ - - - - - i i' w• www.silman.com com - I I - . , : 1 ii i . . _ A __ �__.__.__. _..____.� � —_ ____. _.__ __ __ _ ____ ____ — __ __ __ Consultant: . I MEP Consu Ita t : : . . � I A I EMTEC . . - I I II I � I I 1 ► : I 3555 Veteran's Memorial Highway, Suite M CASE E AREA ma, NY ci " STORAG I I I I .'\ M . 1 1 006 I I I .- Ronkonkoma, : I I p: 981 3990 : i1. i , . . : : I I I - - - \ Civil Engineering Consultant: :: :�1 i : ; : , t - . : .G)_ i: :. i � .� . . i . I EL. -8'-6" I• �. 12 I(�)_— YOUNG AND YOUNG OFFICE F F TRENCH DRAIN 400 Ostrander Avenue : REFER TO PLUMBIN I o I J I OFFICE G 11 09 Riverhead,�_r_ f T/ NY 11901 : 11 J I I o09 - - - - - - - - - - - - - - - - - - - / 10 I p: 631.727.2303 - CRA CE A . . _ 1 I — � / WO 6PA Landsci. ape scape Consultant: . TRENCH DRAIN 11 REFER TO PLUMBING I I / % EL. -11'-6" melk : - � ::� :tii �i � / CRAWL SPACE �'. � . :: i : I I I I �[�_ 1E - - - - - - - - - - - - - - - - - - -i 1 01 _ 111 John Street, Suite 2650 . �.____.��-.J_ _ - - - - - @_ � : : : i: i: i; . - - - - - - - - - - / c — —_ - - -- 038 t. New York, NY INSULATED I I CIRC -.' STONE CLADDIN 1 ROLLING DOOR 008 G I I p: 21 � 2.513.1025 _ __ <Z L] . A404 13 . . 1: :. . - i . .- i : i e: melk@melk-nyc.com t - :_ : : 1 . . i : -. i DDE]EIETIJEIDDETEiLioI 11 I : t : '11 . __ I BOARD ROOM — — — — — — — :1 . i I .4 . . , : : 7 14 { Ell-]���ll EI 00001 � — — — — — — — — — — —1/1 �: : :: A300 NOTES: Ia, 1 007 KONE ECOSPACE I :i it 01 a, 01 A405 PRECAST PRE-STRESSED CONIC I BARREL ROOM I I ELEV. ELEV. 2500 �' BEAM. REFER TO STRUCTURAL1, tt. 1 I 005 1 I �� �' 4 . 1NOT FOR CONSTRUCTION r- r- T- C T. �, ORE VES I I � � ': - I EXTERNAL INSULATIONi : 4 � �� 1 11 _r1! _ `1000� I [10 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CRA SPACE 011 . _I :� : 01 CIP 18"RETAINING WALL �' 1 1 07 1 01 WL SPA 01 017 I DATE: A2oo - 101100E1 L _r11� STONE CLADDING; I — I 11 1L 1 O - �.. .._. __ __ I = _ _ _ _ __ __._._ _ __ (:D—"— — 18 SEPTEMBER 2015 111 1 0 A400 08 04 A400 02 OAK BARREL STORAGE I r- r- r- I 1 05 I _ 03 MEP SHOWN FOR PLANNING � �tJt—J1 I I�� �11� —r1` �1� � I � I 001 I NOT IN SCOPE ' : I I I EL. 11' 6' [__� . r r r —t _ _ F.F. MEP i II Ii 1 I I � 000110111t— �� —rte �� � __l 00 CL 1 I k EL. -11'-6" 1 I 013 I b� BARREL ROOM F.F. o� _E _ 1 ..._._ 1 I I� N - - - N II I I E L. 8' 6" 01101100!!-1-�D INTERI R. 00011 1 00 I — : i BOARD ROOM F.F. - EXTERIOR O : 4 1 : t: _i : r i :: _� ! : :1, 4: .4 : t I � : : ii 4 : /: : ii :: I � 00000 - 000 0 . 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SPACELIST BASEMENT LEVEL 003 1 I I I I I ROOM NUMBER ROOM NAME OCCUPANCY TYPE AREA/Sgft - ARCHITECT: I 11 II C? MEP Fl 143- M001 - - . - i 1: ; :i . - -- - A400 i Baldassano ARCHITECTURE . - . . ROOM F1 3465 I ( I I 002 PROCESSING - Suite 205 - - I I I I I I Main Street S ,; I BOTTLING AREA F1 1584 003 West M . 9Ue� NY 772 - _ ___ 830 _ _ . - - - - - - - _ ___ F1 2217 38o p• 631 0282 �i tomm@baldassano.com = ROLLING DOO /� 006 CASE STORAGE AREA F1 1584 so : INSULATED .4 I R - . w www.baldassano.com 4 i4 - - UP �"1 :� . www. aldass . _� / .. b i ;. .. /i 007 RD ROOM F1 567 . . - / � 211 ., N .... -- ---, %- ::-_.- _ 4 4 E - .. ( 12%R NCLINE i ' //' - PROJECT: � ( I 009 OFFICE F1 i. .. V E �, 010 RESTROOM F1 48 ESTIBUL II 004 DN C � �;! McCALL WINERY . -t— C-2 i : 011 CORE VESTIBULE F1 118 � / ,r y , _. 012 FIRESTAIR F1 107 II , _ , . �\ �� : — � ; . . II : 013 CLOSET F1 17 CLIENT --__ — — McCALL WINES (D"—: ____ _.._ _ — LAB F1 2 . _ — . - — : _ _� _ _ : - - - - — ; 014 01 i : II . _.: HERINGSTEELSKI 1_ ! P E - . _. - DN.. LANDSGA E DGE ` : 49 t. WEAT . I y � : : PLANTS AND EROSION CONTROL E SHEET TITLE: - . . SL PE CAST IN PLACE . . O D I ,� -' . �. : : RETA NING WALL �, u P .. . : - .- i _. - 1. BASEMENT FLOOR PLAN �, E . . :: 1: . . I _. - `� -- ' : 4 t: i -- . : - . :', - ., . ' I I : �� LANDSCAP EDGE i :: : . : :: : - Il ; ,. /. SCALE .. . -- � ' _ - . 1 SPACELIST - CRAWL SPACE : i . . E : 1I 1/8 . 1 - - i :. t. : : . - : ROOM NUMB --- I I ,. . . -- — . _ : . ER ROOM NAME _-. - - j ! - OCCUPANCY TYP is O16 PROJECT NO —'— CRAWL SPACE A F1 A268A E - — � � _ . y — _ _ SEAL & SIGNATURE : 0 _� _ � � __ .. - - - - i .. . :! F 017 CRAWL SPACE B F1 932 Soluthald Town 111-1 DRAWING BY: RT Planning Board __" _ \_ 'i RED � CHK BY: SJF r+, ./<" '" 9�\� DRAWING NO: ' ti.ter, m PROJECT . Ail, j`g rn �y NORTH ` - `� �;r � �� - >- , , BASEMENT AND BOARD ROOM PLAN �F���������� �� ' �`.°' �t A101 SCALE: 1/8"=1'-0" 01 jE �(�Q CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY SPACELIST - BRIDGE LEVEL Design Architect: ROOM NUMBER ROOM NAME OCCUPANCY TYPE AREA O 2 3 4 5 6 DFA 101 BRIDGE F1 335 20'-11" 25'-2 1/2" 22'-3 1/2" 17'-2" 32'-4 1/2" 866 Avenue of the Americas, 11th floor 102 CIRC F1 552 New York, NY 10001 103 FIRESTAIR F1 130 p: 212.683.4890 104 RESTROOM A F1 81 e: sarahjazmine@d-form-a.com EXTENT OF BERM 105 RESTROOM B F1 81 02 (TOE OF SLOPE) w: www .d-f-a.com 106 OFFICE F1 207 CAST IN PLACE 18" ; . A201 107 RESTROOM F1 51 RETAINING WALL Structural Consultant: CAST IN PLACE 18" S I LMAN : . RETAINING WALL -�-< i: : : �: : � � i � : - Slip, 10th Floor . Old New York, NY 10001 . p 212.620.7970 . . m . . . . - ; : . . . . , i . . : . - A _ t. — __ ___ — _ ____� __ ____ Consultant: O - __ - _ _ -- --.— --- ___ _ MEPC It t . t. I 1. ''I I EMTEC i II I I . , - moralHighway, Sulte M I ; " i t 3555 Veteran's Me ; , _ , I. I Ronkonkoma, NY : , " ', " , , . I I I I" I I . I% I ( I 631.981.3990 l I 11 /1i i f I I I p• , , _ _ CIVII E (�)--- - — _ i- _ ,' � I I _ _ I I - - _ - - - - - -'- - - - - - Engineering Consultant: _ — — — — — — — — n ineerin . . YOUNG AND YOUNG . OPEN BELOW OFFICE F.F. - . . , . , ' I �, EL. +0' 0.. i t . , FFIC . . a: . " °106 E Riverhead, NY11901e - - - - : i - - - I : - - - - - - - - - - = - - - NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY SPACELIST - BARN LEVEL Design Architect: ROOM NUMBER ROOM NAME OCCUPANCY TYPE AREA 2 3 4 \5 6 DFA 201 CIRC F1 112 20'-11" 26-21/2" 22'-31/2" 17'-2" 32'-41/2" 866 Avenue of the Americas 11th floor 202 BARN U 2494 New York, NY 10001 203 CLOSET F1 42 p: 212.683.4890 RAMP UP TO BARN - e: sarah azmid form-a.com ne 204 FIRESTAIR F1 130 @ EXTENT OF BERM OE OF SLOP W; WWW,d-f-a.COm 02 -- _ A201 WEATHERING STL CLADDING Structural Consultant: _ GREEN ROOF S I LMAN 32 01d Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com w: www.silman.com _ �� �. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � = — A --- — MEP Consultant: EMTEC 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY p: 631.981.3990 B __ _. _ __ _ ._ __ Civil Engineering Consultant: II - - - - - - - - - - - - -I - - - - YOUNG AND YOUNG a1 1 400 Ostrander Avenue i l l Q I Riverhead NY 11901 p: 631.727.2303 II II Landscape Consultant: TENSION ROD imelk REFER TO DETAILS I I I I I 111 John Street, Suite 2650 CL HANDRAIL MEMBER New York, NY 10038 12031 REFER TO DETAILS p: 212.513.1025 _ _ _ _ _ _ _ _ _ e: melk@melk-nyc.com I I II II 1 ! I I BARNI I A300 NOTES: rn I II 202 II � 01 N I I II II ELEV. I � _I I OL EL. II II _ EXTENT OF BELOW ENTR ,. NOT FOR CONSTRUCTION GRADE CONSTRUCTION I F.F. BARN I I I I A21 o I II II I I clRc I II 02 DATE: p r A2oo 201 11 II ' 18 SEPTEMBER 2015 I \ I I I I I I I I II EXTE 10R. I \ I II II I I I II I I II II I I II II ' N I I II II 1 I — / FIRESTAIR II II 204 O L — — — — — — — — — - I II II \ I II II • � \ \ I II II a� I I I I I I III 09/18/2015 PLANNING BOARD SUBMISSION SJF F_ I I I I I I REV# DATE REASON FOR ISSUE CHECKED I I II II I I II II � I II II I I II I \ \ l ARCHITECT: M Baldassano ARCHITECTURE ' I 31 West Main Street - Suite 205 STONE STAIRS I Patchogue, NY 11772 -- p: 631-830-0282 - - e: tomm@baldassano.com UP. w www.baldassano.com _ RAMP , N I 12% INCLINE / PROJECT DN. CONC. McCALL WINERY - I - I CLIENT: H — ., _� _�_ _ _ -=— = \— — __ _ MCCALL WINES t WEATHERING STEEL SK LANDSCAPE EDGE SLOPED CAST IN PLACE PLANTS AND EROSION CONTROL SHEET TITLE: - UP. _ RE TAINING WALL LANDSCAPE EDGE BARN LEVEL FLOOR PLAN SC _ p E CALE: _ OCT 0 6 2015 1/8" : 1' Planning E3oard SEAL & SIGNATURE PROJECT NO: DRAWING BY: RT 01 CHK BY: SJF DRAWING NO: ! �7 PROJECT NORTH C-) BARN LEVEL FLOOR PLAN frd'° Al 03 *`° ® NE �O CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY OG F O C B A 21'_9" 13,_3" 17'-9" 21,_9" 21,_9" 17'-9" 13,_3" i Design Architect: I DFA CUPOLA PART OF EXISTING BARN 866 Avenue of the Americas, 11th floor New York, NY 10001 ot EL. +1-50'-0" p: 212.683.4890 T.O.CUPOLA e: sarahjazmine@d-form-a.com CEDAR SHAKE ROOF w: www.d-f-a.com Structural Consultant: T.O. RIDGE SILMAN 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com II LJ w• www.silman.com Li EASTERN COASTAL PINE BOARD SIDING MEP Consultant: NEW FOLIAGE CAST IN PLACE EMTEC RETAINING WALL 3555 Veteran's Memorial Highway, Suite M EL. + 15'-1° Ronkonkoma NY T.O. FACADE I , WEATHERING STEEL CLADDING p: 631.981.3990 BERM Civil Engineering Consultant: OL EL. + 11'-T' F.F. BARN '. —. — -- - _ _ -.. ._ — —k= = — __ - - - — _ — - _- _ „ - UNG - �, .. ;.,: �,� _mm ii --_ ,� - _,_ - it -_ ,- - . : I � ��.� :iil- - -�-=-- -,�; - - ,,= - --��� .._ - ;, � I UNG AND D YO FINISH GRADE 400 Ostrander Avenue � III II'I I I I I I I i Riverhead, NY 11901 iI p: 631.727.2303 I I II II II II II II li II II II I I II II � � " -_- - Landscape Consultant: F.F. ENTRY BRIDGE LEVEL .melk \ II 1 1 J 111 John Street Suit 2 Illi I �''I - WINDOW WALL e 650 iii y I New York, NY 10038 p: 212.513.1025 OL EL.-11'-s° I NORTH-EAST ELEVATION e: melk melk-n c.com T.O. BASEMENT SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 02 SCALE: 118"=1'-0" @ Y {I CENTER NOTES: I NOT FOR CONSTRUCTION DATE: 18 SEPTEMBER 2015 A B C D ( E ) F G H T.O. CUPOLA _ CEDAR SHAKE ROOF ` 09/18/2015 PLANNING BOARD SUBMISSION SJF REV# DATE REASON FOR ISSUE CHECKED � EL. +/-42'-0.1 T.O. RIDGE t I ARCHITECT: I EASTERN COASTAL PINE BOARD SIDING Baldassano ARCHITECTURE 31 West Main Street - Suite 205 SLIDING DOOR Patchogue, NY 11772 EL. + 15' p: 631-830-0282 T.O. FACADE GUARDRAIL e: tomm@baldassano.com \ OX N O N CN w: www.baldassano.com CAST IN PLACE RETAINING WALL OL EL. + 11'-7" PROJECT: F.F. BARN BERM McCALL WINERY I I I FINISH GRADE I L - - - - - - - - CLIENT: McCALL WINES F.F. ENTRY BRIDGE LEVEL SHEET TITLE: I I EXTERIOR ELEVATIONS ot EL.-11'-s" _ _ SOUTH-WEST ELEVATION T.O. BASEMENT SLAB � — — — — — — — — — SCALE: L J � J 1/8" : 1' D E C E � � � PROJECT NO: SEAL & SIGNATURE OCT 0 6 2015 DRAWING BY: RT Southold Town Planning board CHK BY: SJF 'tE%��D - �� q\��R DRAWING NO: a 1 A200 CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY O4 3 2 1 J 32'-41/2" 17'-2" 22'-31/2" 25'-21/2" 20'-11' Design Architect: DFA 866 Avenue of the Americas, 11th floor New York, NY 10001 p: 212.683.4890 T.O. CUPOLA sarahjazmine@d-form-a.com sarah'azmine d- orm-a.com CUPOLA PART OF EXISTING BARN w: www.d-f-a.com Structural Consultant: OIL EL. +/-42'-0" T.O. RIDGE S I LMAN CEDAR SHAKE ROO 32 Old Slip, 10th Floor 12 New York, NY 10001 p: 212.620.7970 I e: hughes@silman.com w: www.silman.com MEP Consultant: EASTERN COASTAL PINE BOARD SIDING EMTEC SLIDING DOOR 3555 Veteran's Memorial Highway, Suite M EL. + 15'-1" -,,,OPEN,,- Ronkonkoma, NY OILT.O. FACADE x / \ p: 631.981.3990 � i � �� � WEATHERING STEEL CLADDING ` BERMot Civil Engineering Consultant: EL. + 11'-7" - i YOUNG AND YOUNG F.F. BARN 400 Ostrander Avenue FINISH GRADE Riverhead, NY 11901 p: 631.727.2303 I I Landscape Consultant: EL. + O'-0" I F.F. ENTRY BRIDGE LEVEL I � I !melk WINDOW WALL BEYOND 111 John Street, Suite 2650 I I I New York, NY 10038 I p: 212.513.1025 OIL EL.- 11'-6" - - - -= _ — - - --- - - - - - - - - - - - -= = - - - - - - - - - - - - - - - - - - -� � e: melk@melk-nyc.com T.0. B AS E M E N T S LA B— NOTES:— - - - - - - - - - - - - - - - - - - - - - - - - NOTES: NORTH-WEST ELEVATION NOT FOR CONSTRUCTION DATE: 18 SEPTEMBER 2015 1 O 3 4 5 6 20'-11" 25'-2 1/2" 22'-3 1/2" 17'-2" 32'4 1/2" OIL EL. +/-50'-0" T.O. CUPOLA 09/18/2015 PLANNING BOARD SUBMISSION SJF HUI REV# DATE REASON FOR ISSUE CHECKED OIL EL. +/-42'-0" T.O. RIDGE 12 ARCHITECT: Baldassano ARCHITECTURE 31 West Main Street - Suite 205 I Patchogue, NY 11772 --,,OPEN/ p: 631-830-0282 EL. + 15'- 1" T.O. FACADE x e: tomm@baldassano.com / \ UTILITY DOOR w: www.baldassano.com �— EL. + 11'-7" - - - - - - - - - - - - - - - - - - - 7 `r F.F. BARN I PROJECT: - MCCALL WINERY CLIENT: MCCALL WINES OIL EL. +O' t F.F. ENTRY BRIDGE LEVEL SHEET TITLE: I EXTERIOR ELEVATIONS OIL EL.-11'-6" -- r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- L � SCALE. T.O. BASEMENT SLAB 1/8" : 1' PROJECT NO: SEAL & SIGNATURE (� I� DRAWING BY: RT EARTH/STONE STAIRCASE D E C E CHK BY: SJF SOUTH-EAST ELEVATION F,�® ,� SCALE: 1/8" OCT 0 6 2015 G�4,;p� �R Bq0�� DRAWING NO: Southold Town +y �, n7 Plannir,ca>>2rr T ar Ear `;gid rn n t . 81 A201 -7,\, 193 alt' Op f CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: DFA 866 Avenue of the Americas, 11th floor New York, NY 10001 p: 212.683.4890 e: sarahjazmine@d-form-a.com w: www.d-f-a.com Structural Consultant: SILMAN 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com w: www.silman.com MEP Consultant: EMTEC 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY p: 631.981.3990 Civil Engineering Consultant: YOUNG AND YOUNG 1 2 3 4 5 6 400 Ostrander Avenue 20'-11" 25'-2 1/2" 22'-3 1/2" 17'-2" 32'-4 1/2" Riverhead, NY 11901 p: 631.727.2303 Landscape Consultant: !melk OL EL. +/-50'-0" T.O. CUPOLA 111 John Street, Suite 2650 New York, NY 10038 p: 212.513.1025 CUPOLA PART OF EXISTING BARN, BY OTHER � EL. +/-42'_o,. _ e: melk@melk-nyc.com T.O. RIDGE CEDAR SHAKE ROOF, BY OTHER NOTES: PLYWOOD SHEATHING, BY OTHER . � NOT FOR CONSTRUCTION TIMBER FRAME, BY OTHER DATE: STAIRS, BY OTHER "EXTENSIVE"GREEN ROOF SYSTEM 18 SEPTEMBER 2015 EASTERN COASTAL PINE BOARD SIDING 8" HOLLOW CORE PLANK WITH OL EL. +14'-81, BARN 2"CONCRETE TOPPING SLAB T.O. RAILING BERM GUARDRAIL OIL EL. +11'-7" _ F.F. BARN —� I I { + WEATHERING STEEL PANEL I -- I- EL. +9'-0" Ll Ll B.O. CONC. HALL I i L —1 EL. +0'-0" _ T.O. SLAB ENTRY LEVEL — — — — ABSOLUTE ELEVATION ` J 09/18/2015 PLANNING BOARD SUBMISSION SJF TEMP 27'ABOVE SEA LEVEL ( { BARREL STORAGE BOARD ROOM HALL ELEV WORK AREA REV# DATE REASON FOR ISSUE CHECKED 18"CAST IN PLACE CONCRETE WALL EL. -8'-6" T.O. SLAB TASTING ROOM OL EL. -11'-6" _ T.O. SLAB BASEMENT REINFORCED CONCRETE FOOTING ARCHITECT: INSULATED ROLL DOWN DOOR COLD FORM STEEL JOISTS Baldassano ARCHITECTURE AND JOIST HANGER 31 West Main Street - Suite 205 SLAB ON GRADE CRAWL SPACE Patchogue, NY 11772 VAPOR BARRIER p: 631-830-0282 BUILDING SECTION - LOOKING WEST e: tomm@baldassano.com WINDOW WALL SCALE: 1/8"=1'-0" w: www.baidassano.com PROJECT: McCALL WINERY CLIENT: McCALL WINES SHEET TITLE: BUILDING SECTION SCALE: OCT 0 6 2015 Southold Town SEAL & SIGNATURE PROJECT NO: Planning Board DRAWING BY: RT CHK BY: SJF xr�, e� 8/±Qy �/ DRAWING NO: 07 'r A300 0.0193 �.Op CAD FILE NO: (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES APE FOR A SPECIFIC PURPOSE AND ARE NOT TO HE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSII'ERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL PUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASST AEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD 0135FRVATIONS AND OR DATA OBTAINED'POM OTHERS. N 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.721.2305 fax. 631.72"7.0144 odm in@ youngeng ineer ing.Com �I Howard W. Young, Land Surveyor s Thomas G. Wolpert, Professional Engineer s w ) E Douglas E. Adams, Professional Engineer 4 Robert G. TasL., Architect �O 51 TE DATA 001. 0 TOTAL AREA = 50,000 5E ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AC) o h Vb VERTICAL DATUM = NADb � P � - ° PARKINC7 CALCULATION ° O WINE MAKING: I STALL PER EMPLOYEE 5 EMPLOYEES e I STALL/EMPLOYEE = 5 STALLS -its z WINE STORAGE I PER 1,000 57 OF GROSS FLOOR AREATRASHM SNCL. O } BASEMENT LEVEL = 2,2gO SF o cn UPPER LEVEL (BARN) = 2,425 SP 161 d WAREHOUSE/STORAGE = 4,118 S.F. © 1/1000 = 5 STALLS ` ° WItEL C9 - TOTAL REQUIRED = 10 STALLS STOP 0 KEY MAP U T 5TONE5LEN17) PARKING In 5 STALLS mato-d-gon, SCALE: I"=&00' s r 1 �P C LAND BANKED PARKING = 7 STALLS SIGN 1 Z d 1 TOTAL PROVIDED = 15 STALLS �J e POST y NOTES 1 J our!�4�-(iounp O lS� LANDSCAPING BY OTHERS 20�1 LIGHTING ON BUILDING NOT 5HOWN 0 1 -6 1 0 rn O 20 / _ r o 9 � 0 o BOLLARD 9- O e0l L 1 GHT (TYP) -A5 c � ° I O -6 ° � 9 O OO Q O O o 0 O o R20' ENCS I NEER.S GERTI F I CATI ON C} 1 �-S - _- --- -� SAO, O 1 .t•1111g�+-gu.M., I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR 5EWAGE DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME i Q OR UNDER MY DIRECTION. BASED UPON A CAREFUL OROUGH STUDY OF THE SOIL, SITE AND 6ROUNDWATER pti O 11 FACILITIES, AS PROPOSED, CONFORM TO TH I�OI_ G�U�I .. M (1 s D>_ DEPARTMENT OF HEALTH SERV ICES CONS Ua TAiD fzDS� �- EFFECT AS OF THIS DATE. /OD A. ° HOWARD W. YOUNG, N.Y.S. L.S. NO. 458a3n 7�1�� / 0 61 77 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 '� s��(( � , J� DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 008c17 A�`,� SUR\,/EYOR'S CERTIFICATION al / <�±- e �1 U` • 1 HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING o BOLLARD FIXTURE"ATLANTIS" / 411 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR CAT- NO. 15G02-LED / UNDER OUR DIRECTION. ,. g �AS MANUFACTURED BYHINKLEY / �: 4 �,% ,F 71 1N)z s LIGHTING, INC. OR APPROVED EQUAL. O=. '• j / C� o FINISH AS SELECTED BY OWNER. O / Q 4U- v m =. ? . STONE STEPS o FIN. GR. 1=1 I Alf,1=1 14=1 I I I I�I I�I I I I 11= 1= I I I=1 11=1 I�I 11=1 11= i • `' r EDGE OF w 1 �, s •, � fir? �` `\I LAND50APING ! OWARD W. YOUN Y.S. Lo NO. 45883 z 1 114"0 PLASTIC CONDUIT CONCRETE BASE '{ i 200.00' D W I VERY PEDESTRIAN LIGHT BERM MoCALL PN!NERY NTS 48 � 11 SEP 2 3 2015 at Gutchougue, Town of Southold Planning Suffolk County, New York 1 Planning Board I 1 LIGHTING FIXTURE SCHEDULE ' ALIONMENT 4 LI&HTIN& PLAN o y N A In SYMBOL DE5GRIPTION TYPE HEIGHT LUMENS L.L.F. 07Y. 1 �o�.�ierly 1 County Tax Map DIsl,lct 1000 Section IOa Block OI Lot �S o BOLLARD FIXTURE "ATLANTIS" nOyy or alb LLG o GAT.NO. 15602-LED BOLLARD 30" 410 1.0 IS MoCi ' a M AS MANUFACTURED BY HINK-LEY �/.�Qlker -3 Q JUN. 11, 2015 LlrvHTIN&, INC. APPROVEV BY OWNE MAL. 1000- FINISH INC.OR MAP PREPARED �11yYp'R� 1 Record of Revisions REVISION – DATE MULTIPLE SEP. 16, 2015 a — 1 - 1` — )j< 1 30 O 15 30 60 CIO m JOB NO. 2014-0201 SGa l e: III = 301 E = MONUMENT 5ET = MONUMENT FOUND 0= 5T'AKE SET A= STAKE FOUND DWG. 2014-0.201_SItopIon I OF 5 I t UNAUTHOP.IZED ALTEPATION OF ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUPCNS OR SUBSEQUENT OWNERS (0)THE LOCATION OF WELLS(W),SEPTIC TANKS(5T)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York i1clol tel. 631.'72.7.2303 fax. 631.72.7.0144 admin@youngengineering.com DRAINAGE DE51CvN CRITERIA CALCULATIONS N _ l4Jf Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer V = A R G n�,c -�� Irak -FF20.04 -/�18.89 8.63 A AREA OF TRIBUTARY (S.F.) �� �• `` Robert G. Tast, Architect R = RAINFALL (FT.) s 0.53 - ts.t ��: $ .• G = COEFFICIENT OF RUNOFF 2o.5s o/ ta.ss W 9 � E 1.09 0.75° +20.71 •/ . A�24,425 SF } • 51 TE DATA REQUIRED VOLUME 1 - PAVEMENT: 14,332 S.F. x 2/12 x 1.00 = 2,150 G.F. ' LANDSCAPE: 10,015 S.F. x 2/12 x 0.10 = 168 G.F. / ' ' TOTAL AREA = 50,000 5F TOTAL REQUIRED = 2,318 G.F. S :+2i.2G� p�2� PROVIDED VOLUME ZONING USE D157RIGT = AGRICULTURAL CONSERVATION (AG) USE LEAGHI M5 FIELD 1.0 (5) 10' DIA. x 12' DEEP POOL5 = 2463 G.F / VERTICAL DATUM = NAD88 p� �qo i/ o.4y' �2, 21.66 0179 �2\•O 21.46 ��• 22\0O 21.77 !'- A=3,06'1 5F \ 22• Ri=QUIRED VOLUME \ ' - / PAVEMENT: 1,846 5F. x 2/12 x 1.00 = 308 C.F. +2 / / ' LAND5GAPE: 1,221 5.F, x 2/12 x 0.10 = 20 G.F. ��' �(�O TOTAL REQUIRED = 328 G.F. 2.52i�ry/ •'r _ ��rnP�0 �y�9� \ PROVIDED VOLUME 2 USE LEACHING CATCH BASIN 2.1 V° O N ¢ 211 STONE BLEND 10' DIA. x 8' DEEP POOL = 547 C,F -� +zz.5s z 1.80 / , i ,l _ROOF _ I 24. � REQUIRED VOLUME -� O .: ' // 2 / ;• \ 4.83 ' 22' OF IS"HDPE ROOF: 3,813 S.F. x 2/12 x 1.00 = 636 G.F. \_\_ 1 I.000go PROVIDED VOLUME W�` R 23.01 / USE GREEN ROOF SYSTEM / / _ _ 'SIL O ry� / SERVICE B"( OTHERS / / )/V 1 \ a / �10'DIA. DE + 23.16° oti / _ / ,� \ ! 9 0 �4" RECYCLED CONCRETE 22.50 j / o = -25 �4 BASE COURSE 22.72 - X5.15 ' +23.43_ / / / 5 � 1 �" � 6" STABILIZED SOIL BASE TRASH UGEL 1 y / G TRIBUTAW- $ BOUNDARY STONE BLEND PAVEMENT SECTION +25.20 Ii O' NTS 0 NiD WHEEL C9 / 23.71+ SGa� \-� 1 0 ?4 5TOP 1 LR o _ = 1 215 5$ �- ILL .47 / >` 7�Z e`y 71 SIGN , 1 25.84 Z 6 215.97 24.1 24.29 0� \�24.14 - f` Q ti� PEST 24.05 ` 24.33 �p� \ / /�\a� -P��1&� \ 4.0 1 +25.41 23.86 24.08 °°Jg� ��/ E �2Q\ \\ 00 J1 i In �2 .t3 I I ( \��` r X11 6 9 4" CONCRETE , 24.40_ / r o { _ N�'i• N SIDEWALK df23.58 " m I ' 21.85 Z I �O !1 ASPHALT '- 4.0s 11 I I i I I 11 O VARIE5 PAVEMENT 23.47 25.84+ i_ �. � ;111 21-�_ 25.09 / \\ - -23- 1 2 // (� O a D 6 - -24- - 1+ n • N 5 71 +2466 uIOW line I 26.7 -26 8+26 11 1{,.; / o O 6°x 6" WIRE MESH IT, T 5ANITA Y _ LIGHT (TYP) REINFORCEMENT s I YSTE NO.I = /i 1 u O 12" EN&NEER'S CERTIFICATION I 5 1TAR�' _ 6. r 2� 1 I rolntgFgmn, v I YS M X10. 'I s CONCRETE TURN-DONN I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWAGE = ( WATER I O NT5 DI5P05A1_ 5Y57EM(S) FOR TH15 PROJECT WERE DESIGNED BY ME I • - 15ERVIGE i- 1 9 OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH I FE oo I ! STUDY OF THE SOIL, SITE AND C�ROUNDWATE OND PIONS,, LL LP / i CD FACILITIES, AS PROPOSED, CONFORM TO ;50FF_p �OtJ LP - UGEL I 9 DEPARTMENT OF HEALTH SERVICES CON UG 6F T�;,, P.D IN L EFFECT AS OF THI5 DATE. / / �- 25.71 � � II �� �Y,' '^• '§ 1 ; i N GT O 7� d ry a 1 HOWARD W. YOUNG, N.Y.5. L.5. NO. 458a5n r / e 2900 A 3 .. , rt✓F Q O = ! 1 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61453 •4� r DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 5084-1 �jS 29 29.20 1 9 X27. 1 SURVEYORS CERTIFICATION :; �_ �;•• (0 � „ FF_ =29.50 / O �� I - CA57 IRON FRAME 4 COVER 1 �_ �`. -- CAMPBELL FOUNDRY, PAT. NO. f� OF SLOE TOM \ 0� / IE=14.00 / yIle-.. rygt o ` - ol 0000000 IE=15.55 s E Kt o I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING 340-1 OR APPROVED EQUAL. C� F(.=26.90 / / s BOUNDARY AND TOP06RAPHICAL SURVEYS MADE BY US AND/OR R 0000000 \ y RAIIING " t24.9 UNDER OUR DIRECTION. g00000 _ _ ,r t _ _ / EL=44.17 i - - - I - - - 00S°0 \ \ r �� 0 0000000 �. 4000 P51 PRECAST CONCRETE DRAINAGE ,y^ / / /\ / 29.00 _ j ` ` DRAINAGE � z 0000000 PIPE I F- BOX / \ / BARNLEVEI. _ N 1 \ PIPE s BOX AS MFG. BY SUFFOLK �(J PFEL-41.08 0 HENT OR APPROVED EQUAL. ^P�t 4. 1 - GE � � 2 v / 8 S c0 / �/` �O +2 75 t. _ 1 \ CAST IRON FRAME 4 COVER / / / / �� C) \ CAST IRON FRAME 4 COVER CAMPBELL FOUNDRY, PAT. NO. ` °• ! CAMPBELL FOUNDRY, PAT. NO. �v (1 „wi a:• DRAINAGE PIPE it 10077 OR APPROVED EQUAL / + � \ , GY \ \ 2511 OR APPROVED EQUAL. �� r o --8"--4 8 �- ON INSPECTION POOL ONLY. j / / - e 4 h =,4 P \ a� I HOWARD W, YOUNG, N.Y.S. L.5. NO. 458x3 LP . / \ -' 111 \ \ PRECAST CONCRETE -- 4000 PSI PRECAST CONCRETE PRECAST DOME A5 � ��'"' / _ TRAFFIC BEARING TOP SLAB / - A5 MFG. BY 5UFFOLK GEMENT 0 � MFC-". BY SUFFOLK \ / =a`a, 1 �t \ TRAFFIC BEARING SLAB A5 Cl Lj OR APPROVED EQUAL. 1 GEMENT OR FAILING �- 4 � ry I MFG. BY SUFFOLK GEMENT APPROVED EQUAL. eL=44.17 _ TRIBUTARY / �,� w•� "' \ - OR APPROVED EQUAL. y, N I / \ µ = j BOUNDARYk .`` I '. `F-26 1 r P I I � 26.85+ \ +25.14 1 MGGALL. 1 NE" 4000 PSI PREGA5T CONCRETE r 1 1 BOX AS MFG. BY SUFFOLK ry m \ BUILDING LINE STONE 57EP5 BW- 8 \ �� ry = I I ° at GutGhougue Town of Southold BELOW GRACE I £ GEMENT OR APPROVED EQUAL. \ BASEMENr LEVEL <'. I 1, W \ / FFEL-18.00 ry" { 6. 2 i Ii r Suf f o k- County, New York DRAINAGE PIPE :� _ 1 - / ry� or ioPE 1 s > GROUT AROUND \/ \ / 1 GROUT AROUND r N ttl ENTIRE PIPE EDGE OF � ry EI.=27.90 !1 ENTIRE PIPE GRADIN6 $ PRAINAG•E FLAN � N Q D LANDSCAPING D 4000 P51 PRECAST CONCRETE Q TOP OF SLOPE I Q BOTTOM SLAB W/ SUMP AS > EL-3830 TW-39 > Count Tax Ma District 1000 Section 10Q Block 01 Lot 55 PRECAST CONCRETE 27 -32` V I I PRECAST CONCRETE y p MFG. BY SUFFOLK GEMENT OR DRAIN RINGS AS MFG. 13w- C3 BW-2a 1 lJ DRAIN RINGS AS MFG. o AF PP.OYED EQUAL. Q BY SUFFOLK GEMENT 3a v ' I BY SUFFOLK GEMENT a OR APPROVED EQUAL. 36 ry 2�C CO i +27.25 Q OR APPROVED EQUAL. MAP PREPARED JUN. 11, 2015 Els LCB# ❑ 0❑❑ ---___g 34 ti =1-1•x0 \ 1 ❑❑ Record of Revisions 8 4 8 _ ®❑® �� O'DIADE P 1 ®❑® REVISION DATE NOTEMULTIPLE SEP. 16,2015 -30 -- I.KAL.L REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF q'-0^. GW EL 2n +25.87 } GW EL 2.DEPTHS 6REATER THAN VI SHALL HAVE WIRE FABRIC CONCRETE I VARIES L BOTTOM 1 VARIES REINFORCEMENT 3"x12", I AND 2 MIN.VERTICAL WIRE5- 12"O.G.,I/2"MIN.COVER. � � �J \ OF SLOPe z 28.50 EL=28.90 CATCH BA51 N 2' x 4' FLUSH GRATE LEACHING POOL o \ � �� 1 � LEACHING CATCH BASIN NT5 NT5 ��� er�y 1 NTS °rm LLG -- - -- Q 00 SEP� 50 o IS 50 bo 40 �5 SEP 2 2015 pLGR Scale: I" = 30' a 1 Southold Town JOB NO. 2014-0201 0 = M0I1I'JMENT 5ET MONUMENT FOUND Q= 5TAKE 5E7 A= STA<E FOUND \ ; ' Planning Board DWG. 2014_0201_siteplan 2 OF 5 II (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OFFENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 0.75 N #`20.71 / 400 Ostrander Avenue, Riverhead, New York 11-1011 tel. 631.12.7.2303 fax. 651.72-1.0144/ admin@uoungengineering.com ENTRY LEVEL .00 RIM EL=27.50 FEEL=29.50 -` / o' Howard N. Young, Land Surveyor �� o` Thomas G. Wolpert, Professional Engineer RIM EL=26.75 ` '� { -1 '21.2 / O 12 / ' _J` Douglas E. Adams, ProPessiona! Engineer � '' � Robert G. Tast, Architect U.-AL-A a �. � i'.01 �.69 O0 . 21.66 9' _ _� 209 S 22\o _.+2 .77, \2 �0 / i' SANITARY DE516N CRITERIA I$ CALCULATIONS /� - 21.46 5 !'+lC�E DE516N G1�ITERIA BSMT LEVEL / �2 0 �\ \�lJ ( �� GROUNDWATER MANAGEMENT ZONE = ZONE IV D �.2\�2[b ' ',/ / / �\k '( \P^'� �\)� METHOD OF WATER SUPPLY = PUBLIC FFEL=18.00 `� J ALLOWABLE SANITARY FLOW = 600 GPD/ACRE __._..__.-.. _._______.,......,..___---_____. _ I {�'\ \(�''\ -1 2?� ' / 0 / \�� �C/\ ® O0 600 GPD x 1.8365 ACRES = 1,102 GPD LLJ r �� �� \��� DENSITY CALCULATION LU - PKOM GREASE TRAP �\ IE=13,12 2.52 � /� � � �J\�\ �'� �\\'��'�� WINE MAKING $ STORAGE o I NDU5 7R!AL: 11, �� 746 SF Ca 0.04 GPD/SF = 4"70 GPD 2 1-5: - ®� WINE TASTING (PRIMATE) 10 OCC @ 5 GPD/OCG = 50 GPD 3�= i .® { OFFICE: a47 5F @ 0.06 GPD/SF = 57 CTPD IE=13.50 "•Y -, ./ / � � �O Loo' 117-t U 0.50' IE=13.12 "59 2 1 .80 / ��� \ �` TOTAL PROPOSED FLOW (DENSITY) = 577 GPD II IE= 1 2.G2 24. !E=12.42 �V// / \� �2 +2 b 0.33' 19,OF 4"PVC @ 2.000%D -- 5 SANITARY 5Y5TEM NO. = 20' OF 4" PVC @ 1.000%O ° O.6 r' / � DESIGN CALCULATION BAFFLE 24.83 ` , II WINE MAKING � STORAGE W - O ..• / / 22 OF I8 H17FE INDUSTRIAL: 11,746 SF @ 0.04 6PD/5F = 470 GPD LU TOTAL OF 2 P00L5 - O 8' DIA, x 2 DEEP 11 � � I.000/o WINE TASTING (PRI\/ATE) 10 OCC @ 75 GPD/OCG = 75 GPD __ - - " w 450 5F5WA / 1 1 OFFICE: Q4"1 SF @ 0.06 6PD/5F = 57 GPD L \ -I 23. r T D LON - 602 GPD LU --- ------ - - - -- ----- WATER To AL E51GN F 01 -24- G) 20' e.oa 19' LI-#I. �� / SERVI�iE 1500 GAL. SEPTIC TANK ., '>'" - / / OOL a ✓ CREASE TRAP REQ. 10 OGG @ 2.5 GPD/OCG = 25 GAL. / / / °IO'DIAX 2' DE + 1 ' USE I TANK 8' DIA, x 5' LIQUID DEPTH = 1500 GAL. - . 5AN I TARRY SYSTEM NO.I -.- O O1% Q \ 1 9 O SEPTIG TANK 23.16 �o� / / y REG. 602 G, n x 2 DAYS = !,204 GAL. / 22.50 ��j / o -25 2� 5 5 •9 USE I TANK f3' DIA. x 5' LIQUID DEPTH = 1,500 GAL. f 22.72 / 5 -0 1 , -1 LEACHING POOLS 3.43 / ' / / '� ; Q REQ. 602 GPD / 1.5 GPD/S.F. = 401 5.F.S.W.A. TR,45H rn USE .2 POOLS 8' DIA. x �1' DEEP = 450 S.F.S.W.A. UOEL o , 7\ DE516N CALCULATIONS SANITARY 9Y5TEM NO. 2 ENTRY LEVEL / 1 � WINE PROGES5ING RIM EL=27.50 FFEL=29.50 / l 1 1_ Q 2 WASH DOWNS/DAY g 200 GAL/WASH DOWN = 400 GPD -1 25.20 ' TOTAL DESIGN FLOW = 400 GPD o Nib ' WHEEL � CP � 23.71+ S�G� O �� STOP 1 �Sr 1 ' kp SEPTIC TANK REQ. 400 GPD x 2 DAYS o � +2 53 i USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1200 GAL, 1 = 800 G.AL. 5ANITARY NOTES __ . _.__..__._.,-....,..,_u..,,,_._"._._--__- I - �- 1 , lS�'-C .47 I.ALL GONSTRJGTION TO BE IN ACCORDANCE WITH SUFFOLK , 1 '+ } LEAGHING POOLS COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS, 25.5 REa. 400 GPD / 1.5 GPD/5.F. = 267 5.F.S.W.A. SIGN ' 25 80 d 215.97 U5E 2 POOLS S' DIA. x 6' DEEP = 300 5.F.5.W.A. 2.ALL COVERS To BE HEAVY DUTY CAST IRON FRAM%AND LOCKING COVER CAMPBELL FOUNDRY PAT.# IOOTG OR APPROVED EQUAL. / 24.17 24.29 3.ALL STRUCTURES TO BE PRECAST CONGRET5 4000 P51. - - �� POST ll I 4.ALL PRECAST CONCRETE SLABS E PRECAST CONCRETE �.1 COVERS SHALL BE HEAVY DUTY TRAFFIC BEAMING PRODUCTS. 0 5.BOTTOM OF LEAGHING POOLS SHALL BE PLA GED A MINIMUM J OF 3 FEET ABOVE HIGHE5T EXPECTED GROUNDNIA7ER. nO B5MT LEVEL .06 1 25.41 I_- FFEL=18.00 'J \ 1 . b-THE MAXIMUM V15TANOE FROM FINISHED GRADE TO TOP OF F - s O %� SLAB SHALL BE 2.5 FEET. / W 7.LEACHING POOLS SHALL HAVE A MINIMUM 3}`OOT COLLAR � ' ' - 00 1. � OF GLEAN SAND. / 5.EXCAVATION FOR LEACHING POOLS MUST PENETRATE A �N�I N��Ig'S CERTIFICATION MINIMUM HE 6 FEET INTO A VIRGIN STRATA OF SAND # GRAVEL / _ / ° � • 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR 5EWAGE BELOW THE BOTTOM OF THE PROPOSED LEAGHING POOLS, / m � R _ - 9. IE - INVERT ELEVATION. _ _ I I'OF 4" PVC @ 2.000%D / t -22-- 2pNC' 1 DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DE5IGNED BY ME --I-_"..._ -" "- -_- Nh21.85 1 I _ (D OR UNDER MY DIRECTION. BASED UPON A GAREF _ ' THOROUGH / SCI (�. STUDY OF THE SOIL, SITE AND GROUNDWA ;GpNDIT)UK .LL o FACILITIES, AS PROPOSED, CONFORM TO T.�SUF=IbLC,COON 8'OF 4"PVC @ 2.000% oso'� IE=13.78 IE=14.00 / + -1 , c i �' DEPARTMENT OF HEALTH SLR�/IGES GOND 5T IbA'RD IN TO SEPTIC TANK 0 25.84 I 1 - 0 O O 1 �1-7� f 1 _ 1 i EFFECT AS OF THIS DATE. IE=13.28 25.09 \�� - -23- -24- 23- 1 O O 0,33' t o -24- -`� 1 - O �� o _ - +\ _ -25- 4 :' 26.72 26 -2 \ " o w m IOWo line � f 7f RD W 2 DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES APE FOR A SPECIFIC PURPOSE ANG ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION (1)DI UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLATION OF SECTION ED D THE NEW YORK STATE EDUCATION A () INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION Of WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FPUTA OTHERS. / 7-' 400 Ostrander Avenue, 1Zfverhead, New York IIa01 2'1x4'' WOOD POST �) / tel. 631.727.2303 fax. 631. 2-i.0i44 FILTER CLOTH WOVEN WIRE FENCE admin©youngengineering.com STABI L I ZED 211x4" WOOD RAIL 8.00' A' 9 i Yf CONSTRUCTION +21.2 o.: N WOVEN WIRE ENTRANCE 9P� /� � ' 30-69 Howard W. Young, Land y / EXI5TING TREE FENCE .curve er �.�' / Thomas G. Wolpert, Professional Engineer F \�o / 0.4y X21 2tss Douglas E. Adams, Professional Englneer / TO REMAIN I�FILTER CLOTH -_ 2 ADO' / 079 _ ��' _ - 2 / I \. - 7 21.7 2 r h' SCIERW), _ _ � >,�\• \�_ � 14 Robert G. Tast, A c 'tett I , 2 6 4" WOODf2"x ' 'Z J - STUBBED DISTURBED .o UNDI I S - 'l• i RAL - L' ARE AREA F OW \• � � L \ >. 2"x4" WOOD POST ���"�"' '� -- _ - ..FIs=. �. \�^�,\'�2 +2 � a (V - SECTION ELEVATION 2.52 1 / .i _ = z - #3 ter` GENERrhL POLLUTION CONTROL MEASURES FIN. GRADE _ 24�DIA .�r 2• omcgt!-gmlK `° �( / INLET r PLAN ELEVATION G). 21.80 / �� PROTECTION w �~) E IN ACCORDANCE WITH THE PROVISIONS OF THE NY_SDEC GENERAL _: 24. 12" DIA a 570RMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION TREE F' yO-I-EG"f-I®N SILT FENCE / i \2 o AND SE.IMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, ,() - / i #s "° d THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: NT5 NT5 �� ]�Y / �2�� 12" DIA 22' OF IS"HDPE O1. I : 1.000%FIa I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY ` 1 I INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED \ / S MEANS) AND SHALL REMAIN UNDISTURBED. 23.01 ,ad O+ 2. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE 0 IAS PE \ THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT \ Qj GF m'3 DIA AREAS ARE EXPOSED. GRADED AND STRIPPED. AREAS SHALL BE 2"x4" WOOD FRAME ti 2 �T� / 6" DIA �O-i '`O #19 9 0#7 KEPT 5TA81LIZE17 THROUGH THE USE OF TEMPORARY SEEDING AS 23.16° ,0 / -25 � J 28� , 8' DIA REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH 501L / - 22.50 o ?g FILTER FABRIC /,-. 22.72 / #74 5 1 ".Ill#10 8" DIA CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL +23.43 r / / / 36" A j ,Q6 D #9 DIA DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, TR?`SH USE TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES /, �$ 11312 10 DIA SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN 5EVEN DAYS. 73 1 RIBUTA T I �+ ��11 4 DI - 813DIA - O 28" 8 ��'iC{-cRY #21 j6, 4ao j �1 DIA '1 3. THE LENGT-1 AND 5TEEPNE55 OF CLEARED SLOPES SHALL BE +25.20 FENCE �" o `.' N , Wt1EFl1f1 C} #O5 DIA MINIMIZED TO REDUCE BUNGEE VELOCITIES. RUNOFF SHALL BE 23.71+ s\G�' b \� , O �g 5TOP '1 1{g #16 DfVERTED Al^!AY FROM CLEARED SLOPES. 00000000 +23.86 Js_ j �'M s DIA 4. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED 00000000 1 I o _-p 21553 f 1 #17 TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE _ ` 1 #z3 i'r _ 12" DIA 00000000 . A / #22 - _ I- DV_ 0 C`- .47 SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE _ 24"DIA r , I,vl +' 00000000 ` `" / I = Z , 25.5 #18 LIMITS OF DISTURBANCE PRIOR TO THE START OF GONSTRUGTION AND L0(IOQOQQQ(? SIGN _ � •9 5T,4GING SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 1UJ � '_ \,�l / 1 25.8+ C 1> I � 14" DIA 00000000 �d `/ 24.1 24 9 Od = �} 1 - #25 jAREA ((�� _-, - - / _ L e° a� POST -a y -I 10" DIA #24 5. A 5TABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO 0000000 24.14+' /ry \ 56"DIA 1 = \lP Z 11F\ 1 ,I 14' DIA 24.05-�°' / :='•• � � � , DIA -' PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO 00000000 .0 V��S,. / ��� `� - +25.41 o / 1d #2 LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED 24.33 °�.;' / ��� h`1 4.0 \�, 1 ti UNTIL THE SITE IS PERMANENTLY STABILIZED. 23.86 / •,•,,--`. hw / °�QP _ 1 S % l0 4.08 o°Jo�� �� / I \�R \ ' �, 20 �y t s O 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH /ry '1 `,r 0 LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED o �2 1 A'A' _ 1 :�;'.:-: 1 S� ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH PLAN +'24.4 i / 3.92 h/ 36� DIA - r -22- 2 • i 1 GOs s DIA N THE USE OF APPROPRIATE INLET PROTECTION. 21.85 1 11 -2"x4" WOOD STAKES - Jf. o J 23.58 ' I I III 1 grn O 7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING 23.48 / 25.84+ ► GONSTRUGTION: A. WATER-DOWN ACCESS WAYS, STOCKPILES, AND z I =111 k2_+ - 0 2 DI 1 MATERIAL PRIOR TO LOADINr; B. LIMIT ON-SITE VEHICULAR SPEEDS z I/ - - s'�DIA �" TO 5 MPH; G. PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL 25. - a3 1+ j .t 1o" I #39 9 1 AND GONSTRUGTION DEBRIS. FILTER FABRIC / / o - - \ -26 2 -2s-r 1D DI / o s" DIA // C n 26.7 6"�IA Q 2"x411 WOOD FRAME +`24.66 r'` Z n _ , 2"x4" WOOD STAKES �-� v� m I S ��� - 26.73 �,10 DIA#3 _- ► " `! -�� 8. SEDIMENT B.ARRiERS AND OTHER EROSION CONTROL MEASURES ff` ��Q°�� 0 1 ` #3 jj 'S a, SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE z I SILT 5TE O.I _ $. in 8" °D , 0 PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, :" 14" DI #41 1 PAVED AREAS SHALL BE GLEANED OP SOIL AND DEBRIS AND FENCE °IOW I i 1� / j- I 6" D #38 1I 3 N DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS d o I 5 1TA ? 6- / 2"1 1 24" DIA �O S NECESSARY. 12" DIA � GRADE D I YS M; O. 1 "Q o{. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO BE Z #69° #421 `, PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER O 16" DI 12 _ 9 HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO m �, #46 �0 INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, I 1 j I LP LP - UGEL 12" DIA ' 9 SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF 'I SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, O / _ - I 25.71 -0 #s7 ss 3 1 AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. 12 DIA 12" _ J °-- -+ LP _ 27 DIA-. 1A #54 ; 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH _ SECTION i I � - 12" DIA !. - 1 o 7 O ? O #55 zas DIA , 3s�D1' 1 ALL LOCAL REGULATIONS GONGERNING THE DISPOSAL OF SOLID N m 12 I O 24",DIA ' 4" �A. _ WA5TE AND DE5RIS AND TOXIC AND HAZARDOUS WASTE, AS WELL A5 FILTER FABRIC T ° SANITARY SEWER .AND SEPTIC SYSTEM REGULATIONS. BURIED 12" MIN. DRAINAGE -C" - O 5T � i O / 6 0 -Q A ry I��JJ d. 368 -- INLET O #s 1 �D m 36" DIA i 1 II. GONGRETE WA5H-OUT OF READY-MIX TRUCKS 15 NOT PERMITTED O 3 0 22" DI _ % j'�O O 1 44#aa AT THIS SITE. INLET PROTECTION NOTES �. O _� / `tr DIA I. FILTER FABRIC SHALL HAv'E AN Eos of 40-85.BURLAP MAY BE UI 9 S i .� J " . 29.20 s, 1 27.21 UNLESS OTHEi2W15E DIRECTED BS' THE OWNER, THE GONTRAGTOR 15 USED FOR SHORT T>=<M APPLIG N EDS. Q� _ a i TZYLFVeL / < #50 1 RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF U GUT FABRIC FROM ACON'-INUOUS ROLL TO ELIMINATE JOINTS. IF FF =29.50 / _ 6• A ' CONSTRUCTION ACTIVITIES, PREPARATION OF INSPECTION REPORTS, JOINTS ARE NEEDED THEY WILL BE OVER TO THE NEXT (�S B TOM 2y� f DI4 - IE=14-00 - -- 1 AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER / �0 O STAKE. 1- OF OPE IE-13.58 5 E'V P1ry +�N 1 AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEG GENERAL 3.STAKE MATERIAL-S WILL BE STANDARD 2"x4' WOOD OR EourJALENr.METAL wlrH A MINIMUM,LENGTH of S FEE-- C� el.=z 90 / / - �, -_ _ STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY 4.SPACE STAKES f=VENLY AROUND INLET 3 FEET APART AND DRIVE 9 g y RAiIING _ _ ' / #49, 249 REQUIRED MODIFICATIONS TO THE SWPPP NECESSITATED BY FIELD A MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE / " - BRIDGEO WITH THE USE OF WIRE ME5H BEHIND THE FILTER FABRIC / \ EL-44.17 / - - o - t4" DIA 1 �� 'V CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR FOR SUPPORT. / u 2, f.0`. -' 1 \ 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND / / 1 REVISION OF THE SWPPP WHERE APPROPRIATE. AND BACKFILLED. IT SHALL 6E SECURELY FASTENED TO THE STAKES 2900 t 1 #5 /\ 40" DIA\ \ AND FRAME. _ / / / , A FFE1 1.08 - = N 1 #52 6. A 2"x4" WOOD FRAME SHALL BE GOM LETED AROUND THE CREST. 6/ _ \ 7. PROPRIETARY INLET PROTECTION MAY BE SUBSTITUTED IF 36" D APT'ROVED BY QUALIFIED INSPECTOR. / // \ ` / +2 52g _ �' \ \24 ' �� 61.7� FILTER FABRIC DROP INLET PROTECTION ON NT5 3 SILT ENGINEERIS CERTIFICATION FENCE RAILING \ s EL=44.17 1 TRIBUTARY �I N / / \ U _ BOUNDAR rC rn MIN. /50' ' / - �: ry = 1 26.85+ 1 +25.14 _ y le�., N EXISTING STONE PAVEMENT 2, EXISTING rw=4o ` 01 S. PAVEMENT \ /" N p BUILDING LINE STONE STEPS BW=18 _ �Q rY 1 I '•�4 ^T, '•' i a - - _ - _ _ / _ \, �\ BASEMENT LEVEL '•d' I GROUND " / BELOW GRADE /.' : . 'r / / \ FEEL=18.00 tLU r �j/�/I��� • ��/�%��Li=�bl ... " .3 N � ��c�,t1%.�Y/,r7,�?r,i:�,r .� _ / / 0 7T M � !._ ��/ r/V C� r' :a;• �'•.`�'I MOUNTABLE BERM \/ \ 5 .90 1 / W �D (OPTIONAL) / EDGE OF ry - / THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 \:`�<1� `��14�5 _ FILTER CLOTH LANDSCAPING PROFILE / ( II DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808Q"1 c� TOP Of SLOPE a EL=38.90 =39 1 I 27 =32 50' BW- =28 M 3� SI LT +27.25 36 WASHRAGK 34 LGB#I x.010 \ " FENCE ` y�(I NF-RY _z y (OPTIONAL) ^__J � e S 10'DI E P 1 MICA L INI NE I I at Gutchou ue Town of Southold 2 +26.87 r; • (t�ilRt.:= EXISTING 1 g ' EXISTING ,. cJ 'Q GOARIT ` PAVEMENT `3r ro GROUND \ Suffolk County, New York UF'E ,° LIMIT OF GLERING, I GRAD I N� GROUND STORMNlATER MANAGEMENT CONTROL PLAN N D 15TURBA�NGE ' PLAN '< N z yr or �orrrie�L G 1 no MGGQ��3 I County Tax Map Ulst,ict 1000 Section 10i Black OI Lot 58 W�,Ilke� �16��'3 S o DRAINAGE TO SEDIMENT / �b�0' 8 4G� 1 o TRAPPING DEVICE 35 , MAP PREPARED SEP. lo, 20f5 a SEE NOTE- 8 CONSTRUCTION ENTRANCE NOTES � I Record of Revisions \ 11 I. STONE SIZE-USE 2"57ON5•OR A REGYGLED GONGRETE EQUIVALENT. +28.03 RE�/ISION DATE 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A S!NGLE RE5IDENCE LOT WHERE A 30 Z 1 FOOT MINIMUM LENGTH WOULD APPLY). m 3. THICKNESS-NOT LESS THAN 6". 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE- INGRE55 OR EGRESS OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. b. SURFACE WATER- RLL SUiRFAGE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION - - ---- - ENTRANCES SHALL BE PIPED,AGR055 THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. D "f. MAINTENANCE- THE ENTRPIINGE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PRE`✓ENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R!GH75-OF-WAY. ALL SEDIMENT SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHT5-0F4WAY MUST BE REMOVED o IMMEDIATELY. m 8. PERIODIC INSPECTION ANV MAINTENANCE SHALL BE PROVIDED EVERY SEVEN (7) SEP 2 Z�IS 30 O 15 30 60 010 CALENDAR DAYS. 5ca iPi t 1" = 501 STABILIZED L I ZED CONSTRUCTION ENTRANCE �soutnold own a Planning Bard I I JOB NO. 2014-02C1 DWG. 2014_0201_siteplan 4 OF 5 NT5 () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OFFENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATDN INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION-CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITURON'>OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 19.06 400 Ostrander Avenue, Riverhead, New York 114701tel. 651.127.2505 fax. 651.72.7.0144 admin®youngeng ineer ing.com 4 4 -1-19.14 9.84 Howard W. Young, Land Surveyor 18.44 Thomas G. Wolpert, Professional Engineer Sr 20.04 0 18.89 8.63 Douglas E. Adams, Professional Engineer / 19.1T- gg 8.7 334 Robert G. Tost, Architect 0.53 20.58 \ " �� 18.96 0 0.75p 9.3, n r +20.71 ,.20 SITE DATA S °° Q' i= o TOTAL AREA = 50,000 5. . +21. 0.12 1.72 2f169 / VERTICAL DATUM = N.A.V. DATUM (11155) / 20.52 1� 0.49 Oa9/� 21.66 -� -+21.77 // / / ' 21.46 2.06 21.07 / x-(O +2�.2 21 2.90 �' I 3 2.52 /) /� �O� ( " DIA 21.49 2� 1.92 23`67 �-{ +22.59 #1° l I 24. 12" DIA 40" DIA \245+ 2 1 2.25-_ 7 24.83 12" DIA O " 1.9 / I IT- \\ 23.01 / -24- - cr'n ' --j / moo- - ' 1 + / o / 24.74 / \ #6 „�� _- / _p•L #75 ' o / DIA 3.32 j G}Y / 36" DIA I i #1g ` 23.98 / 23.16p .�O`L / / 28" DIA 08' DIA 22.5 ° -25- -+"?�99 22.72 / / 25.15 #8 +23.43 / / #74 +25.13 #10 8" DIA 36" DIA 8" DIA #9 / iii #12 10" DIA 3.72 _ - / / / G10" DI #13 / / #73 020 #14 8" DIA - 3A7 / 28"DIA #21 # 14" DIA 30" DIA 40" DIA +25.20 #15 _ a 1 10" DIA 23.71+ 5G� ' \ I #16 8" DIA i o +25.53 #17 #2312" DIA 24.04 #22 12" DIA .47 24" DIA 3.44 / + 5.5 #18 SIGN 25.80 25.971 14" DIA /24.1 24.29 O \ + #25 -�1� •,,:�'/ /r'' Q b POST 70'• DIA #24 24.14 �L,1,% #72 24.05 + / \ 56' DIA /\ #27 14' DIA " / " 10" DIA #26^ 24.33 �p� P���`� \ 4.0 ' +25.41 / \ �6i 0" DI 23.86 0\/�-" �yFy / �qF:' F Q / �S / 3.58 if' �2 \ 26.00 Q 24.0$' O""_' _ / I u� \ I 2 .13t -1"`24.40 m #7122 \ I � 21.90#11 q #28 -� f 3.92 h � � 36" DIA I -� 36" DIA N 23.58 �� m \I �II 121.85 I I I I\ ° m 4.27 `.' �, 23.4$ / 25.841 1 21.78 21.5II 2I'25.8 - � 9+ II #29 DIA - ) " 0 1! 34 25.09 _ 6 \\�� _ -23- - " DIA 10" / -254 6. 30 F #35 10 DI #39 g 0 +24.66 /f // Z 26.72 _26- +26- 6" DIA 10" DI / 036" DIA rT ( #70 o 26.73 #31 i O 0 I 24" DIA 10" DIA#3 �"' Q T B" DIA 83 UTA' 4.14 Z I W°°DED / 2" DIA #qt 1 Q Cr p +26.8 / #40 DI 248 DIA O FNC�I NEE1�t5 CERTIFICATION ILK- O � � / 12" DIA -6 s I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWACGE I\/ O DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DESIGNED BY ME O I 69"DIA 2�i #q2 " 'S 12" DI I fl OR UNDER MY DIRECTION. BASED UPON A GAREFU _ OROUGH /127.00 #46 STUDY OF THE SOIL, SITE AND GROUNDWATER TER , 12" DI I 9 FACILITIES, AS PROPOSED, CONFORM TO TH SUFFOLK COUNTY. / 443 DEPARTMENT OF HEALTH SERVICES CONS UGTION STANDARDS 25.718 / #ss 18-.DIA !. / DIA / #s7 #s31 EFFECT A5 OF THIS DATE. 18 I o / #5g 12" DIA 12 DIA 12"DIA tY DIA 124 DIA 47 1 J_P #45 °I 24" DIA # 1 1 C i 1O 7 #55 #44 36" DIA ` N m 12' DIA #6° 24",DIA 24' DIA � Q 12 5 "DIA # #58 WW.0 1 11 R HOARD YOUNG, N.Y.S. L.S. NO. 458g5n Q i #66° 14" IA 36" DIA O 22" DIA 7.4 THOMAS G. WOLPERT, N.-y-.5. P.E. NO. 61483 d #64 #q8 DOUGLAS E. ADAMS, N. .5. P.E. NO. 80 -n 14" DI '� 112" DIA a \ G #027.121 - c� #65 / 6" A 1 SURYEYORI 5 CERTIFICATION t-s 14' DIA 6 / s 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING o a / #49" \ 24.9 BOUNDARY AND TOPOGRAPHIGAL SURVEYS MADE BY US AND/OR 14" DIA UNDER OUR DIRECTION. i / J #5t \ \ - �_Vhf C) \ / 40" DIA\ �_ Rapp 7('} a \ / +26.75 36 De. \ 24. 1 +27.13 `' _ HOWARD W. YOUNG, N.Y.5. L.5. NO. 45883 N \ \ f \ 1/ JNI AI��Y r \ 26.85+ \1 +25.14 ` oCALL Ne` ,E "'r +26.82 I cit Gutchougue, Town of Southold 5u¢i olk Gounty, NrN York \\ / EX15TIN6 CONDITIONS MAP U) +27.60 \\ I I� County Tax Map District 1000 Section IOa Block 01 Lot E35 a 1 I o .��0 .001 I +27.25 MAP PREPARED JUN. 11, 2015 a �1Q, \ 0 Record of Revisions \ 1 REVISION DATE \ \ MULTIPLE SEP. 16, 2015 \ +26.87 z \ \ �8\ for�.ierly 1 -- -- } W or cGcail, LLG 1 50 O 15 50 60 g0 \rO �Iv" M 34 SEP 23 2015 1_ 1 1 boo-1315.5 ,�GRe' 1 Southold Town \ \ Planning Board JOB NO. 2014-0201 0 = MONUMENT 5ET = MONUMENT FOUND Q= 5T/'1<E 5ET At= 5TAKE FOUND \ DWG. 2014_0201_slteplan 5 OF 5 II D EcE� WE SEP 23 2015 Southold Town Planning Board O h . b . f i '�". �� f_ i��V���4.�+,1'r .�I:-t1-.. `' �-S► J��I�ilkM.4�� fie•.- .ii`4'� i >ie m .+ -�1/ '�� F - .`l: - .�,� ,�.tib•.;. '� . \ � y • n o r ,, .. ...,m .>� ..fit»x�.c. �S�-t 4.y;�\,- { ,.> 'r�''> + .,`•f� ;��i .. '[� ��J•- .. _ \� �.. , + r .,., SITE PHOTOGRAPH - VIEW 01 McCALL WINERY DFA � ECEIVE ', 1 ♦ ; � `\ ;1 �.•'1 ±jam'_ r,�.,j` #,, y'., f•'.� •y �, .sa, - - - i t :1. 1 • # M to 1 I i ''11 •4 �'' NAM �1 .+ '�, � ' .••fes ��` `\. �' �f 1 'i` � - T * Vii/ � a • •�• .!��f f Y ► � ` y` a a. . .r e r' i f•• i ECEIVE lk 0.1 Ir OR ' '• t r ..y.n.wwp .� 41 �.' ' -• t M D ECCE v SEP 23 2015 Southold Town Planning Board ff ' Lppw r l; �� � moi' ? a r*i� "� �'•�+ ,yam. 'Y - _ •- - � �—'— ... ...... �''ta • rX }ta.,r.�.` r t.. z,_ � ;� ti c'•� -t4: � � t b- e-•�r,..,�rh, - �'a��a s i - ti���, s•' ��"8 �S�7/�Yr��'�Y'`'k���+�►F SS `_ - - � al.-;� "i'F �� J �,w SITE PHOTOGRAPH - VIEW 04 McCALL WINERY DFA NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: / DFA 866 Avenue of the Americas 11th floor °�a , New York, NY 10001 o�0 or F p: 212.683.4890 ro ''e /" e: joseph@d-form-a.com w. www.d-f-a.com � ,� Structural Consultant: j S I LMAN 32 Old Slip, 10th Floor o�`� New York, NY 10001 6, �� p: 212.620.7970 N . �a\Q \ e: hughes@silman.com w: www.silman.com 12 /150 MEP Consultant: EIVITEC 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY \� p: 631.981.3990 Civil Engineering Consultant: \ ^" a F ' r YOUNG AND YOUNG LL O 400 Ostrander Avenue Riverhead, NY 11901 ? p: 631.727.2303 001%C T 1 4 0" ON Consultant: -� Landscape Imelk 111 John Street, Suite 2650 New York, NY 10038 / I \ 79w - p: 212.513.1025 ; e. melk@melk-nyc.com IVA , \ \ m L-and now or Formerly: / \ \ Bertin �'9y° NOTES: N177 30'0 -�- \ NOT FOR CONSTRUCTION SCTM# 1.000-116-1-2.2 DEVELOPMENT RIGHTS DATE: � OWNED BY SUFFOLK \ COUNTY1 sand now or f=orr }el ' 48.47 ACRES — Pecor�ic !_and Tr t 18 SEPTEMBER 2015 \ 22600 MAIN ROAD, CUTCHOGUE, NY jN EXISTING o� \ \ FENCE \\\ 1 ) \ \ \ EXISTING PADDOCKS ' \ SCTM#_1000-1-16-1_3.4 - 1 0o DEVELOPMENT RIGHTS w +�_ _ \ OWNED BY SUFFOLK ` ` __``` `o '�� ,�t�' , �\ ��J- - -433.95' ---_ \'� �f � T COUNTY \2�, \ S 08d 44'58"E 384.17' 355.8 ACRES \`� — —N1.3_3226 =__---_= -- --- ' -- , �—____ ____ WIND ,�..;; j`� ' SCTM # 1000-109-1-40 .� ,,, \., T ' r--- - \�� \\ DEVELppMEy� RIGHTS INTACT GENERATOR,, '� _ \ BARN ?`� \ .936 ACRES i 09/18/2015 PLANNING BOARD SUBMISSION SJF \ REV# DATE REASON FOR ISSUE CHECKED \ \ \ \ 1 \\\\b' \ \ \ `— \\ \ • \`� \ \ VINEYARD '7 \\ ARCHITECT: \\ VINEYARD \,\� �\ Baldassano ARCHITECTURE °? (P \` \\ 31 West Main Street - Suite 205 \ \ - \\ \\ \�, \� w \ \ \ \\ Patchogue, NY 11772 o, p: 631-830-0282 \ \ Y P L H K"L \ \\ \\ \•, \,\ \�� e: tomm@baldassano.com _ — - - -___-- \ \ \�� �o \\ w: www.baldassano.com SCALE: NOT TO SCALE S 08d 24'31"E 365.47' N \ �' PROJECT: w McCALL WINERY o\ CLIENT: \ McCALL WINES / N 10d 59'12••W 362.58• w a \ PROJECT SITE SHEET TITLE: SCTM # 1000-109-1_-38_ DEVELOPMENT RIGHTS INTACT AREA PLAN " 1.84 ACRES EXTENT OF BUILDING TO REMAIN INSIDE a a O / ((�� ((� (� H E SCALE: DEVELOPABLE RIGHTS �' i 435.15 E C E i°a, 0 713.51' a+ D NTS S10 59'12"E SEP 2 3 2015 ` SEAL & SIGNATURE PROJECT NO: �= Southold Town Planning Board DRAWING BY: RMT CHK BY: SJF DRAWING NO: PROJECT NORTH A005 AREA PLAN 0 NTS CAD FILE NO: \ LEND- NOTES: \ TEST BORING LOCATION WORK POINT\ Project Ion:� oje t Locat' \\ 22600 New York State Route 25, utc og ue, NY 11935 \ Project Description: \ NEW CONSTRUCTION - WINERY esign- Architect \ ROAD DFA SHOULDER \ EDGE OF ROAD New York, NY 10001 \ p: 212.683.4890 _ e: Joseph@d-form- a.com \ w: www.d-f-a.com _ Structural Consultant: \ LMAN 32 Old Slip, 10th Floor _ \ New York, NY 10001 � p: 212.620.7970 \/'I N EYARDS hughes@silman.com � \ e: hughes@silma . NOW OR FORMERLY WALKER MCCALL, LLC \ W: WWW.SIIman.COm _ ......... ..... .. DIRECTION OF VINE ROWS UTILITY POLE MEP Consultant: EXTENT OF VINEYARDS \ _ _ \ EMTEC 3555 Veteran's Memorial Highway, Suite M - Ronkonkoma, NY p: 631.981.3990 - 25'-0" FRONT A " "" ' ONO Mom X24 LANDSCAEASEMENT Civil Engineering Consultant: -- �- -_- u-_ ~ - _ - � - YOUNG AND YOUNG \ \ � .`� -'-�==�--- �" "' "�""""' d. ._ _._.-�..- � � � � 25°N o 400 Ostrander Avenue ..e. ... �r ,�,� .,,,,.. ...w.....•. � E IST. I G N ..N.-.— ..• .. --� , - Riverhead, NY 11901 E ... ... �� 6 EXIST. POST --;�-� p: 631.727.2303 2 Landscape Consultant: DN � Wp3 � ` \ EXIST, SIGN \ 111 John Street, Suite 2650 28 New York, NY 10038 / a TB-1 � 1 p: 212.513.1025 e: melk@melk-nyc.com _l NOTES: EXISTING TREES j 0-1 /� O CONSTRUCTION / % M 100. fj r'j r DATE: /O:RIDGE ! 18 SEPTEMBER 2015 PROPOSED FUTURE 1 r — -J�J ( I —I �'f LAND BANKED +EL. 11 -7 J J PARKING AREA 'V F.F. BARN LEVELVK ,i TB- kd- TOP OF SLOPE TOE OF SLOPE �� \ / LOCATION OF NOW O EXTENT OF BUILDING BELOW UR j 3 - <� DEMOLISHED SHED 3 �,� r, / L ^ - NEW HEDGE / I - r , rn DUMPSTERS ANE\FENCE I BERM J.--- '"� � �° LIMIT OF DEVELOPABLE RIGHTS D�N� 4 I b LANDSCAPE STONE STAIRS (T.B.D.) I S.S. CABLE TRELLIS WP1 EL. +0'-0" 11' I I CONCRETE SLOPED RETAINING WALL T.O. SLAB ENTRY LEVEL 5 \ R3$, WP4 � r — — 4 -- \ � -0.. 09/1/3/2015 PLANNING BOARD SUBMISSION SJF 4'-0"SIDE EASEMENT . �___ , REV# DATE REASON FOR ISSUE CHECKED CONCRETE II r - ^ ^ - UTILITY POLE _ _ SIDEWALKb SUGGESTED �} � i PARKING AREA OF DN CONCRETE SUGGESTED ( I __��-% 10 SPACES / B I / � DROP-OFF AREA � _ --�� ----'� � 0 16'-0" + L ' -{I- ARCHITECT: Baldassano ARCHITECTURE i o V n o DRIVEWAY o CRUSHED SHELL -� 31 West Main Street - Suite 205 e \ _ Patchogue, NY 11772 p: 631-830-0282 e: tomm@baldassano.com w: www.baldassano.com Sr`C % wns w GOP low .-- -� .- ' i PROJECT: „ . -- =mwo -� -� '" .."... '" �. j') �\jam' �\ MCCALL WINERY 41 I ! ry� o fC IS o PROTECT TREES 4 TO FURTHEST EXTENT CLIENT: J POSSIBLE McCALL WINES SHEET TITLE: J J SITE DEVELOPMENT PLAN NOW OR FORMERLY PECONIC LAND TRUST INCORPORATED SCALE: 1/16"= 1' PROJECT NO: D U DRAWING BY: RMT SEP 2 3 2015 CHK BY: SJF Southold Town Planning Board DRAWING NO: PROJECT TEST BORING LOCATIONS NORTH _ _ DATE A006 PLAN TB-1 05/02/2015 SEE GEOTECHNICAL REPORT 8_111��TLOPMENT TB-2 05/02/2015 SEE GEOTECHNICAL REPORT ----- CAD FILE NO: TB-3 05/02/2015 SEE GEOTECHNICAL REPORT NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: 1 2 3 4 5 6 O O 5 DFA 20'-11" 25'-2 1/2" 22'-3 1/2" 17'-2" 32'-41/2" 22'-3 1/2" 17'-2" 866 Avenue of the Americas, 11th floor New York, NY 10001 p: 212.683.4890 EXTENT OF BERM ! e. joseph@d-form-a.com i w: www.d-f-a.com (TOE OF SLOPE) ,. CAST I 3 N PLACE 18" j 3 Structural Consultant: I RETAINING WALL } CAST IN PLACE 18" S I LMAN f I RETAINING WALL . 32 Old Slip, 10th Floor : I New York, NY 10001 " p: 212.620.7970 I @ -' e: hu hes silman.com� r g w• www.silman.com A MEP Consultant: I EMTEC I I IiI II �� 3555 Veteran's Memorial Highway, Suite M I I E I I € III i Ronkonkoma NY Cl) CASE STORAGE AREA III \ M ' 006 p: 631.981.3990 I Civil Engineering Consultant: a — — — — — — — — — — — — — — — — — — EL. -8'-6" I° YOUNG AND YOUNG I I TRENCH DRAIN 12 - OFFICE F.F. ; 400 Ostrander Avenue I I I 1 REFER TO PLUMBING I fir, OFFICE I ( 11 A404 09 i - I I 009 Riverhead, NY 11901 III I - - - - - - - - - - - - - - - - - - - - -7 9) I 10 p: 631.727.2303 III91 / - - - - - - - - - - - - - - - - - - - — � / ; CRAWL SPACE A I I TRENCH DRAINLandscape Consultant: REFER TO PLUMBING EL. -11'-6" j . !melk I I I EST J / CRAWL SPACE I 01.0 = I - - - - - - - - - - - - - - 111 John Street, Suite 2650 ------------ -------- -- ----- ------- a - - - - - � New York, NY 10038 I I INSULATED I CIRC - / l 212.513.1025 ROLLING DO ` STONE CLADDING I . G OR 008 t 1 f I p -I } _. _ � I + 1.. __ - — --- I A404 13 e: melk@melk-nyc.com I }i {q t .__� __ �J 1 is { ' - - - - - - - - - - - - - - - - - - I 02 .._....,,,..t t-......._.J 4.._,_�l._........._.....r 1 r 14 �( �( �; I I ` / I ...__ - �l l�I I( ��_. BOARD ROOM — — — — — — — — — — — — — — — — — — A300 i I NOTES: I i i I I t 007 PACE 01 01 A405 i 0 KONE ECOS I )tt f LS 1 I � t.___f I I \ PRECAST PRE-STRESSED CONC. I BARREL ROOM ELEV. ELEV. 2500 I N I I 005NOT FOR CONSTRUCTION N BEAM. REFER TO STRUCTURAL i I I I D CORE VEST. — — — — — — — — — — — — — — — — �I EXTERNAL INSULATION ! !; s ;3 } Ii I I _J f - t I rr 1ttI 0 - - - - - - - - - - - - - - - - 1 I rll _ .._;t_.. _ _ _._; -..___ CRA CE B ' -___l�..__. � � 1 � � 011 —} } WL SPA 01 CIP 18 RETAINING WALL I ______. _- { f07 01 017 DATE: A2o0 I �-��___��___ �___ ___ I411 t _J __J ._�.____/L_J1 _ L_i _ 1__J, —i I STONE CLADDING I 06 A400 08 04 A400 02 18 SEPTEMBER 2015 _ _ OAK BARREL STORAGE - — — } I/ /- r- - .r --�/.._ /_ }- I r / — \ 05 I 03 MEP I t If � SHOWN,FOR PLANNING i I it li II I( ' 't- I__,.1 I_ _ '1_..._.__. I I I I EL. -11'-6" 001 NOT IN SCOPE LiL— //t 1 _ t� �_ �i_ _/ _ _ t _ r /� -� r- 1� �tIr�(___�(i I �t Yt}It— I� ��}r F.F. MEP ...-- � �1_ .._.1� 1,.1__. x— r - --.��}_J�_ CL } --- -- j � I I ,a. EL. - 11'-6" I I � 013 l i I o� I BARREL ROOMF.F. = ( € I I B I I i ' I I i rn I N _ I! .___..j� j l EL. -8'-6" - - I �,1� Im , - - — I; I BOARD ROOM F.F. - - - - - - - - - - - - - - - - I I INTERIOR. EXTERIOR. - _ 1 . --- -- - Iit li PRECAST CONIC I I - ---1_JJ,____J - i COLUMN, REFER TO I I INSULATED I I FIRESTAIR STRUCTURAL I I I I I I ROLLING DOOR / 012 I I - - - - - a - - - - - - - - - - - - - - - _ - - I 1 I I I EL. -11'-6" I LAB F.F. ( PROCESSING ROOMF0011 1I I ( I I ( I I I oAa I 09/18/2015 PLANNING BOARD SUBMISSION SJF I I - - - - - - - - - — — — — — — — — — — _ � I I REV# DATE REASON FOR ISSUE CHECKED r CONCRETE FLOOR I I I SAW CUT JOINTS I I s I C-1 FINISH REST "�- I I EL. -11'-6 - ��- F.F. PROCESSING ROOM 10 — — — - - - - - - - - - -- - - - - - - - - - - A400 - - }—---------- / I F � BOTTLING AREA I I I I I I I SPACELIST - BASEMENT LEVEL 003 I I I I I I ROOM NUMBER ROOM NAME OCCUPANCYTYPE AREA/Sgft ARCHITECT: 001 MEP F1 143 Baldassano ARCHITECTURE I I I A400 I I III I 002 PROCESSING ROOM F1 3465 31 West Main Street - Suite 205 003 BOTTLING AREA F1 1584 I I ► III I �/ ' I Patchogue, NY 11772 p: 631-830-0282 005 BARREL ROOM F1 2217 INSULATED __ -- e: tomm@baldassano.com ROLLING DOOR — _ — —'' / j/ 006 CASE STORAGE AREA F1 1584 — k 007 BOARD ROOM F1 567w: WWw•baldassano.COm 008 CIRC F1 335 009 OFFICE F1 211PROJECT: INE 010 RESTROOM F1 48VESTIBULE I I 1 McCALL WINERY N004DN. �L � 011 CORE VESTIBULE F1 118 -- �� � — moi 012 FIRESTAIR F1 107 I 013 CLOSET F1 17 CLIENT: — — McCALL WINES 014 LAB F1 201 0 I I � 015 RESTROOM F1 49 } I j WEATHERING STEEL SKIM DN. r .. LANDSCAPE EDGE -- �. SHEET TITLE: } SLOPED CAST IN PLACE PLANTS AN EROSION CONTROL UP. I I RETAINING WALL LANDSCAPE EbGE BASEMENT FLOOR PLAN I } I ! I I SEP 232015 \ 1 I SPACELIST - CRAWL SPACE SCALE: Southold Town ` } ROOM NUMBER ROOM NAME OCCUPANCY Planning Board 1/8" : 1' U ANCY TYPE AREA — 016 CRAWL SPACE A F1 268 PROJECT NO: _ - SEAL & SIGNATURE _ -~ - -- - - - -- — -� �- i --- - 017 CRAWL SPACE B F1 932 DRAWING BY: RT 01 A201 CHK BY: SJF DRAWING NO: PROJECT NORTH �! S�TT�TAND BOARD ROOM PLAN A101 �1 SCALE: 1/8"=1'-0" CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: SPACELIST — BRIDGE LEVEL2 3 4 5 O DFA ROOM NUMBER ROOM NAME OCCUPANCY TYPE AREA 0 20'-11" j 25'-2 1/2" 22'-3 1/2" 17'-2" 32'-41/2" 866 Avenue of the Americas, th loot 101 BRIDGE F1 335 New York, NY 1000 1 102 CIRC F1 552 p: 212.683.4890 103 FIRESTAIR F1 130 e: joseph@d-form-a.com 104 RESTROOM A F1 81 EXTENT OF BERM (TOE OF SLOPE) W: WWW.d—f-a.com 105 RESTROOM B F1 81 02 106 OFFICE F1 207 A201 CAST IN PLACE 18" RETAINING WALL Structural Consultant: 107 RESTROOM F1 51 , CAST IN PLACE 18" S I LMAN RETAINING WALL 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 - - e: hughes@silman.com - - w: www.silman.com MEP Consultant: AO -- EMTEC I I 11 3555 Veteran's Memorial Highway, Suite M I I I I Ronkonkoma, NY T p: 631.981.3990 - I I III I I ,\ Civil Engineering Consultant: _ _ _ _ _ _ _ _ _ _ _ - -— — — — — — — — — - - - _ YOUNG AND YOUNG EL. o -o. I OPENBELOWI I OFFICE F.F. } . 400 Ostrander Avenue OFF!CE ! ; Riverhead, NY 11901 I I I 106 - - - - - - - - - - - - - - - - - - - - - -7 p: 631.727.2303 - - - - - - - - - - - - - - - - - - I Landscape Consultant: - -J/RESTC) Imelk } },. 107 / I _J\, �\ IY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J �� 111 John Street, Suite 2650 I I - - - I"I IIIi; iI Ik__�mm I I II - - — - — - - OPEN BELOW III 1 I � p: 212.513.1025- - - - - - - - - - - New York, NY 10038 e: melk@melk-nyc.com ' ILi E 4 � (— �; I I A300 NOTES: : CIRC O ELEV. _ - NOT 102 ==- -_-_-= FOR CONSTRUCTION _ O ENTR 11 I�."__ }i r'----iE, I._I I' I 1t }; } r._ I 'f ( ..__� i! i ( - - - - - - - - - - - - - - - - - - 11 f ; ii i � I t i I J';- I( ( _ I DATE. 01 ._s�. j I i `, 1 I \ I II I EL. 0" 05 I I A200 I I I I '+ 0, BRIDGE I F.F. BRIDGE 1_-04 0 . 18 SEPTEMBER 2015 101 EXTE IOR. f �� - - s r- -,t� - - -- --- - ��,Ir�``�_ I ryll _,� �--_,���—_—.--`r•I �---_ryl� � � � I I I I I ` I - - - - - - - - - - - - - - - - - - I II { 1, ' I Cq I 4 r' tl't — -- - - - - - - - - -�- - - - - - - - - - - _._ _ ?_ ; ti ,' � �, --a __ - - _. _ - l 11I I i` rt�A..113_ -� �1_ _1 1 I - 1 OPEN BELOW ,I ! \FIRESTAIR I // I I I 103 1 / I I I I i i 1 09/18/2015 PLANNING BOARD SUBMISSION SJF rn I I RESO4 A REOS5 B', _ — � — — — — — — — T _,. — — — — —— — — — � \ /�� REV# DATE REASON FOR ISSUE CHECKED _ — — — — — — — OPEN BELOW I — — — — — — — — - - - -- - - - - - - - - - - - -- - - — — — — — — — — — — — — — — — — i ; I I . 11 I � I Ifl I I I I I I II � I II ISI / ' I I I I I „ Baldassano ARCHITECTURE I I 31 West Main Street - Suite 205 i I I I I I / / Patchogue, NY 11772 ---- I p: 631-830-0282 f / e: tomm@baldassano.com w: www.bald assano.corn '— — UP. o RAMP. N PROJECT: 12% INCLINE � DN. CONC. McCALL WINERY C-2 CLIENT: MCCALL WINES O WEATHERING STEEL SKI DN. LANDSCAPE EDGE — PLANTS AND EROSION CONTROL SHEET TITLE: SLOPED CAST IN PLACE UP. RETAINING WALL BRIDGE LEVEL FLOOR PLAN LANDSCAPE EDGE SCALE: SEP 2 3 2015 1/8" : 1' Planning Board SEAL & SIGNATURE PROJECT NO: DRAWING BY: RT 01 A201 CHK BY: SJF DRAWING NO: PROJECT NORTH BRIDGE LEVEL FLOOR PLAN Al 02 CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: SPACELIST - BARN LEVEL 1 2 3 4 5 6 DFA ROOM NUMBER ROOM NAME OCCUPANCY TYPE AREA 201 clRc F1 112 20'-11" j 26-21/2" 22'-31/2" 17'-2" 32'-41/2" 866 Avenue of the Americas, 11th floor I 202 BARN U 2494 New York, NY 10001 p: 212.683.4890 203 CLOSET F1 42 RAMP UP TO BARN 204 FIRESTAIR F1 130 —~-- EXTENT OF BERM e: Joseph@d-form-a.com (TOE OF SLOPE) w. www.d-f-a.com WEATHERING STL CLADDING Structural Consultant: GREEN ROOF SILMAN 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com ilman.comw: www.s - - - - - - - - - - - - - - - - - - - - - - - - - - -._._.__.-.__.____..._.._�._..._-__._.-__-._____.. __III___._.__.. .�___. - -_ �-.._._I'II�!!IiII�IIiI_-;.''I�I•=;i?IjIIjIIi;;'I —._ _- -�—. --- --—_r��. — — - -_.— —\- - �QICIIIIIIIIIIIIIIIIIIIIIIIIIIII_tIIIIIIIIIIIIIIIIIIIIIIIIII II �--_----�— O—%,—OIIiI1�I � P— i1 ' �r; ri tf �I IJ � � . f 01 SPolauntnhionlgd BToowa rnd - M EP C o n s ulta nt : EMTEC 3555 Veteran's M e mo r i a l H i g hw ay, Suite M Ronkonkoma, NY p: 631.981.3990 Civil Engineering Consultant: - - - - -- - - - - - - - - - - - - YOUNG AND YOUNG 400 Ostrander Avenue Riverhead, NY 11901 p: 631.727.2303 Landscape Consultant: TENSION ROD imelkREFER TO DETAILS 111 John Street, Suite 2650 T New York NY 10038 HANDRAIL MEMBER ' CL REFER TO DETAILS p: 212.513.1025 203 e: melk@melk-nyc.com BARN NOTES: F2--0-21EEV EL. + 11'-7I I I I jEXTENTOFBELOW i ENTRE. NOT FOR CONSTRUCTION F.F. BARNGRADE CONSTRUCTION Z10C ZoDATE:2 __- ---_ 18 SEPTEMBER 2015 EXTERIOR. FIRESTAiR 204 ___.____ 09/18/2015 PLANNING BOARD SUBMISSION H Si REV# DATE REASON FOR ISSUE ARCHITECT: ih Baldassano ARCHITECTURE STONE S 31 West Main Street - Suite 205 TAIRS Patchogue, NY 11772 p: 631-830-0282 e: tomm@baldassano.com w: www.baldassano.com RAMP. 12% INCLINE PROJECT: DN. CONC. MCCALL WINERY C-2 CLIENT: McCALL WINES WEATHERING STEEL SKIN DN. LANDSCAPE EDGE SHEET TITLE:SLOPED CAST IN PLACE PLANTS AND EROSION CONTROL RETAINING WALLUP. LANDSCAPE EDGE BARN LEVEL FLOOR PLAN SCALE: SEP 2 3 205 1/8" : 1' PROJECT NO: SEAL & SIGNATURE DRAWING BY: RT 01 CHK BY: SJF DRAWING NO: PROJECT NORTH A103 CAD FILE NO: A,) Ao FK ED— NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY 000 oD B o 2 1,_��- 13'-3" 1 7,_9.. 21'-9" 21._9.. 17'.9" 13'-3" Design Architect: ` DFA , E E CUPOLA PART OF EXISTING BARN I ; 866 Avenue of the Americas, 11 th floor New York, NY 10001 h EL. +/-50'7 0" -,-- f p: 212.683.4890 T.O. CUPOLA I CEDAR SHAKE ROOF e: joseph@d-form-a.com w: www.d-f-a.com EL. +/-42'7 0" Structural Consultant: T.O. RIDGE - - I j SILMAN j I 32 Old Slip, 10th Floor ' New York NY 10001 p: 212.620.7970 e: hughes@silman.com Ii . ; j w: www.silman.com EASTERN COASTAL PINE BOARD SIDING MEP Consultant: NEW FOLIAGE CAST IN PLACE I I EMTEC RETAINING WALL ! 3555 Veteran's Memorial Highway, Suite M T.O. FACADE ---- \ I Ronkonkoma NY WEATHERING STEEL CLADDING p: 631.981.3990 � BERM Civil Engineering Consultant: - — _ _. _._ _ _ _ _ _ _ _ _ YOUNG AND YOUNG F.F. BARN FINISH GRADE 400 Ostrander Avenue I I I f ! III li I: II '' ►I Riverhead, NY 11901 p. 631.727.2303 -0 I --�- - IIII i( Landscape Consultant:OIL EL. + 0' F.F. ENTRY BRIDGE LEVEL J, !melk 11,i 1 !, , J- 111 John Street, Suite 2650 WINDOW WALL New York, NY 10038 \ \ ! ! I ! I p: 212.513.1025 OIL 11'- -- --- -- \' -- i�--------- -- - - - - -- - -- -- - -- -- -- - - -- -- - - -- -- - - --- --- -- - -- - - --- --- - ------IE — '-�--- NORTH-EAST ELEVATION I @Ik - ycomTo. 3ASEMENT SLAB I I CENTER NOTES: NOT FOR CONSTRUCTION DATE: 18 SEPTEMBER 2015 A n C OD E F O 17,_9„ 21._9., 21•_9•• 77,_9.. 13._3., 21-_T i OL EL. I � I _ _ I I T.O. CUPOLA ---- -- —�-- ---- ---- --- - ---- ----- ---- - -- ---I - --- ---- -—- - --- ---- ---- --- --- I I I EI CEDAR SHAKE ROOF 09/18/2015 PLANNING BOARD SUBMISSION SJF REV# DATE REASON FOR ISSUE CHECKED OIL EL. +/-42'-0" -- -- --- --- - -- -- { T.O. RIDGET- LLI ARCHITECT: i ; EASTERN COASTAL PINE BOARD SIDINGBaldassano ARCHITECTURE 31 West Main Street - Suite 205 71 Patcho ueSLIDING DOOR g , NY 11772 EL. + 15'- 1" p: 631-830-0282 T.O. FACADEGUARDRAIL e: tomm@baldassano.com NOk NN w. www.baldassano.com CAST IN PLACE RETAINING WALL OIL EL. + 11'-7" _ PROJECT: F.F. BARN -- - --- -- - --- BERM McCALL WINERY I I I FINISH GRADE ! L - - - - - - - - - - - - - � CLIENT: McCALL WINES F.F. ENTRY BRIDGE LEVEL SHEET TITLE: I U EXTERIOR ELEVATIONS OIL EL.- 11'-6' 01 SOUTH-WEST ELEVATION S T.O. BASEMENT SLAB — — — — — — — SCALE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I EP 232015 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - � `� SCALE: 1/8"=1'-0.. Southold Town Planning Board 1/8" : 1' I SEAL & SIGNATURE PROJECT NO: DRAWING BY: RT CHK BY: SJF DRAWING NO: A200 CAD FILE NO: 11 NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: 6 NEW CONSTRUCTION - WINERY O O 3 O 1 32'-4 1/2" 17'_2" 22'-3 1/2" 25-21/2" 20'-11" Design Architect: i DFA 866 Avenue of the Americas, 11th floor New York, NY 10001 OIL EL. +/-50'-0" T.O. CUPOLA — - p: 212.683.4890 CUPOLA PART OF EXISTING BARN e: joseph@d-form-a.com w: www.d-f-a.com OIL EL. +/-42'-0" _ T.O. RIDGE Structural Consultant: i CEDAR SHAKE ROO S I LMAN 12 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com w: www.silman.com MEP Consultant: EASTERN COASTAL INE BOARD SIDING I EMTEC SLIDING DOOR OL EL. + 16-1" -,,,OPENZ 3555 Veteran's Memorial Highway, Suite M T.O. FACADE X Ronkonkoma, NY i p: 631.981.3990 t — —7 T WEATHERING STEED CLADDING OIL EL. + 11'-7" BERM Civil Engineering Consultant: -- --- ----- -- ---- � -- - - -k-- - - - � _ - � .-- ---- --�- — � - - - -- F.F. BARN YOUNG AND YOUNG t I I FINISH GRADE 400 Ostrander Avenue l Riverhead, NY 11901 p: 631.727.2303 OIL EL. +0'-o" _ Landscape Consultant: F.F. ENTRY BRIDGE LEVEL p WINDOW WALL BEYOND j !melk 111 John Street, Suite 2650 ! New York, NY 10038 i 212.513.1025 i I OIL EL.-11'-6" T.O. BASEMENT SLAB - --- ---- -- ---- -- r - - - - - -- - -- -- - -- - - - }- - - - -- -- - - - -- -- -!- -- -- - -- - --- -- -- - -- - -- -- -- - - -- -- - - - -- - - -- - �- -- - --- - --- - - -- e: melk@melk-nyC.com NOTES: i NORTH-WEST ELEVATION l NOT FOR\ VONSTRU VTION DATE: 18 SEPTEMBER 2015 O 23 4 5 6 20'-11" 25-2 1/2" 22'-3 1/2" 17'-2" 32'-41/2" O Ij [ i i I ! c I j I - 50'- EL. +/ 0" j I T.O. CUPOLA - --- - -- --- --- --- -- -- -- - --- --- --�- - - - -- -- -- 09/18/2015 PLANNING BOARD SUBMISSION SJF OL EL. +/-42'-o" EV# DATE REASON FOR ISSUE CHECKED T.O. RIDGE - - --- -- --- - -- r i I I 12 E i C I i ARCHITECT: I I ' Baldassano ARCHITECTURE 31 West Main Street - Suite 205 I Patchogue, NY 11772 i OIL i EL. + 15'- 1" --,,OPEN/ p: 631-830-0282 T.O. FACADE � I X I e: tomm@baldassano.com \ ! E I UTILITY DOOR w: www.baldassano.com F.F. BARN -- - - - - - - - - - PROJECT: McCALL WINERY I I CLIENT: McCALL WINES � EL. +0'-0'. -- F.F. ENTRY BRIDGE LEVEL I I / / 1 SHEET TITLE: — I EXTERIOR ELEVATIONS - -" -- EL- 11'—6" T.O. BASEMENT SLAB -- /� - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - SCALE: 1/8" : 1' E C E V E SEAL & SIGNATURE PROJECT NO: --- SEP 2, 3 2015 DRAWING BY: RT EARTH/STONE STAIRCASE Southold Town SOUTH-EAST ELEVATION Planning Board CHK BY: SJF 01 SCALE: 1/8"= 1'-0" DRAWING NO: A201 CAD FILE NO: I NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: DFA 866 Avenue of the Americas, 11th floor New York, NY 10001 p: 212.683.4890 e: joseph@d-form-a.com w: www.d-f-a.com Structural Consultant: S I LMAN 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com w: www.silman.com MEP Consultant: EMTEC 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY p: 631.981.3990 Civil Engineering Consultant: YOUNG AND YOUNG O QID Q 5 6 400 Ostrander Avenue 20'-11" 25'-21/2" I 22'-31/2" 1 17'-2" 32'-4 1/2" Riverhead, NY 11901 p: 631.727.2303 Landscape Consultant: !melk ot EL. +/-50'-0' --- ---- ---- ----- - - — - -- -- --- ---- -- --- ---- -- -- --- - - - -- -- - -- --- - - 111 John Street, Suite 2650 T.O. CUPOLA � ; � � I New York, NY 10038 I i i p: 212.513.1025 - CUPOLA PART OF EXISTING BARN, BY OTHER „ e. me e -nyc.com OL m T.O. RIDGE �.. I _( CEDAR SHAKE ROOF, BY OTHER I NOTES:I G' PLYWOOD SHEATHING, BY OTHER NOT FOR CONSTRUCTION I I TIMBER FRAME, BY OTHER I Gr. v� DATE: G STAIRS, BY OTHER j "EXTENSIVE" GREEN ROOF SYSTEM 18 SEPTEMBER 2015 EASTERN COASTAL I PINE BOARD SIDING j 8" HOLLOW CORE PLANK WITH EL. +14'-8" 3 i BARN 2"CONCRETE TOPPING SLAB OILT.O. RAILING {I j BERM ( I GUARDRAIL 1 - F.F. BARN I _ WEATHERING STEEL PANEL —_ _ --- B.O. CONC. HALL ! j I ; /i.•; EL. +0'-0" - - --- -- -- { --- - — -- - --- -- - --- —- —T.O. SLAB ENTRY LEVEL ABSOLUTE ELEVATION / II 09/18/2015 PLANNING BOARD SUBMISSION SJF TEMP 27'ABOVE SEA LEVEL Pi ' REV# DATE REASON FOR ISSUE CHECKED BARREL STORAGE BOARD ROOM HALL ELEV WORK AREA 18"CAST IN PLACE CONCRETE WALL 3.- T.O. SLAB TASTING ROOM + - � --- --- ---...------------------ ------- EL11'-6" T.O. SLAB BASEMENT I -- I REINFORCED CONCRETE FOOTING � ARCHITECT: Baldassano ARCHITECTURE INSULATED ROLL DOWN DOOR COLD FORM STEEL JOISTS AND JOIST HANGER 31 West Main Street - Suite 205 SLAB ON GRADE CRAWL SPACE Patchogue, NY 11772 VAPOR BARRIER p: 631-830-0282 EUILDING SECTION - LOOKING WEST e: tomm@baldassano.com WINDOW WALL O� SCALE: 1/8"= 1'-0" w: www.baldassano.com PROJECT: McCALL WINERY CLIENT: McCALL WINES SHEET TITLE: BUILDING SECTION B[ SCALE: SEP 2 3 2015 1/8" : 1' Southold Town Planning Board SEAL & SIGNATURE PROJECT NO: DRAWING BY: RT CHK BY: SJF DRAWING NO: A300 CAD FILE NO: t NOTES: Project Location: 1AC (; )kLL VV114 FZ1 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: 22600 MAIN ROAD - NEW CONSTRUCTION - WINERY 08/14/2015 Design Architect: CUTCHOGUE , NY 11935 DFA 866 Avenue of the Americas, 11 th floor BUILDINNew York, NY 10001 -- p: 212.683.4890 ABBREVIATIONS PROJECT DIRECTORY MODEL e: joseph@d-form-a.com w: www.d-f-a.com — ----------------- -- —--- --- ------ ------------ A/C Air Conditioning Incl. Included, Including C McCall Wines - - ----- ADJ Adjacent Insul. Insulation Brewster McCall Structural Consultant: A.F.F. Above Finish Floor Lacq. Lacquer S I LMAN A.F.S. Above Finish Slab Lay. Lavatory 22600 New York State Road A.S.S. Above Structural Slab Lin. Linear 25, Cutchogue, NY 11935 32 Old Slip, 10th Floor Alum. Aluminum L.O.A. Length-Over-All New York, NY 10001 Arch. Architect, Architectural Max. Maximum A.T.C. Acoustic Tile Ceiling Mech. Mechanical p: 212.620.7970 At @ MtI. Metal ARCHITECT OF RECORD Baldassano ARCHITECTURE e: hughes@silman.com And & Min. Minimum D. Board Misc. Miscellaneous 31 West Main Street - Suite 205 Bldg. Building (N) New w: www.silman.com Blk. Block N.I.C. Not In Contract Patchogue, NY 11772 B.O. By Others No.,# Number MEP Consultant: Bot. Bottom Nts. Not To Scale p: 631-830-0282 Cem. Cement O.C. On Center e: tomm@baldassano.com EMTEC EIVI Veteran's Memorial Highway, Suite M Chr. Chrome pp. Opposite Center Line CL Opng. Opening w: www.baldassano.com Ronkonkoma, NY CLR Clear Part. Partition Clg. Ceiling Plas. Plaster C.O. Clear Opening Plas. Lam, Plastic Laminate DESIGN ARCHITECT DFA p: 631.981 .3990 Col. Column Ply. Plywood Conc. Concrete Pol. Polished 866 AVENUE OF THE AMERICAS Civil Engineering Consultant: Cont. Continuous PT, Paint g g Corr. Corridor Ptd. Painted NEW YORK, NY 10001 Dia. Diameter R.A. Returned Air YOUNG AND YOUNG 2929 EXreSSWa Drive North Suite 120 DN. Down Rad. Radius 212.683.4890 y Dwg. Drawing Refr. Refrigerator "� Hauppauge, NY 11749 Each Ea. Reinf• Reinforced °- � ' 631.727.2303 Res. Resilient Elec. Elev. Elevation p:Electrical Req. Required STRUCTURAL ENGINEER SILMAN � ;,.� EQ. Equal Ret. Return 32 Old Slip, 10th Floor 7 ' " Equip. Equipment Rev. Reveal New York NY 10001 ' Landscape Consultant: Existing (E) RM. Room �! .. Eng. Engineer Sched. Schedule p• ' A :, f; !melk . 212.620.7970 . ,, » F.F. Finish Floor t R Sim. Similar Fixt. Fixture Spec Specifications, Specified e: hughes@silman.comk { � °f «� 111 John Street, Suite 2650 Floor FL. SQ. Square '. ,• ,,. New York w: www. II Z. , NY 10 Fluor. Fluorescent S.S. Stainless Steel s man.com a » , :, , •. r�: , + w _ 1,. 038 F.S. Finish Slab Stl Steel + , , �'yc 4 W� +y�, ' , w p: 212. 3.1025 r ' k Feet, Foot Ft. SusP Suspended ended -� ° �` .-s` ' ,�'�'� � * «• - • _ melk@melk-nyc.com G.A. Gauge Temp. Tempered MEP ENGINEERS EMTEC x. ; . G.C. General Contractor THK. Thick, Thickness Lti G.F.I. Ground-Fault-Interrupted T.O. Top of 3555 Veteran's Highway x , NOTES: . GLT.O.S. Top Of Slab ` = Glass S-M Ronkonkoma, NY 11779 GWB. Gypsum Wall Board a, Yp T.O.W. Top of Wall ,� y _ I Gyp. Bd.Gypsum Wall Board Typ. Typical HM. Hollow Metal UON Unless Otherwise Noted p: 631.981 .3990 09 NOT FOR CONSTRUCTION - �- ° •y �,,, m,. K ° H.O.A. Height-Over-All Vert. Vertical Horiz. Horizontal V.I.F. Verify In Field` DATE: Height Ht. W. Width � .� a � - ,t HVAC Heating Ventilating & W/O Without Air Conditioning WD. Wood CIVIL ENGINEERS YOUNG AND YOUNG 2929 Expressway Drive North 41 14 AUGUST 2015 S-120 Hauppauge, NY 11749 p: 631 .727.2303 ° a F,.....A�. -, .. ,: ',m t �. e"Y``, ..::,, :.,.., _ ' ... .. - �«,�r1.. *�.9^ i0. iF v 4i" �* � �'�:� "fir �w- .$ .z z�FE &• `'"'y ' ,.. A Vii,. x.. ,;;. •cr, '.,,x.. ,. *. ... G,.. " ,. !, ;. i«' ' k _..k A°. 'Ss �'� r j �P. f', "y.*: �". M .Y 7. t :a . Y -.yp,.n .... � ',..w .).. }.. XY ,,. � n., «,. "," g'Er. 4.• -n.:.: .. f . k y g � ARCHITECTURAL SYMBOLS PROJECT INFORMATION LOCATION MAP DRAWING INDEX -- E �—_� Gravel or Earth Crushed Rock SCOPE OF WORK: A001 TITLE SHEET -� A006 SITE PLAN PURPOSE OF SPACE: Brick Metal A101 BASEMENT BOARD ROOM CRAWL SPACE PLAN -- �-------� _ A102 BRIDGE LEVEL FLOOR PLAN 08/14/2015 BUILDING DEPARTMENT SUBMISSION SJF THE BUILDING CONSTRUCTION CONFORMS TO ALL APPLICABLE BUILDING� A103 BARN LEVEL FLOOR PLAN REV# DATE REASON FOR ISSUE CHECKED� Concrete �� MDF CODES IN CUTCHOGUE, NY A200 EXTERIOR ELEVATIONS C� LOCATION: A201 EXTERIOR ELEVATIONS Concrete Block F—� Plywood 22600 NEW YORK 25, CUTCHOGUE, NY 11935 A300 BUILDING SECTIONS — BLOCK/ LOT: A301 BUILDING SECTIONS - Gypsum Board ____ Cement Board -- - APPLICABLE CODES: Insulation: BUILDING CODE: ---� Blanket or Batt --� Ceramic Tile MECHANICAL CODE: Insulation: ELECTRICAL CODE: ARCHITECT: RI Id Waterproofing PLUMBING CODE: RAE 25 - g - ENERGY CODE: Baldassano ARCHITECTURE N Y°S• -� Wood Finished Wood Blocking ACCESSIBILITY GUIDELINE: OPp 31 West Main Street - Suite 205 Wood Blocking SUPPLEMENTAL CODES: N Patchogue, NY 11772 Property Line p: fi31-830-0282 Continuous _ -- CODE ANALYSIS: Fire Rate e: tomm@baldassano.com Construction w: www.baldassano.com Door Number Detail Indicator Elevation Spot Heights _ SITE �— � — � CONSTRUCTION: CONSTRUCTION CLASSIFICATION: EXISTING OCCUPANCY GROUP: FLOOR : - MRO LE WINERY Window Number Revision Ceiling, Soffit, or Floor Height PROPOSED OCCUPANCY GROUP: FLOOR: ? �J Al SUITE INFORMATION: -1 D E C E � V E U-1 OCCUPANCY: Q CLIENT: Ao w SEP 14 2gt5 ALLOWANCE McCALL WINES Room Name Partition Types, Elevation Marker BUSINESS: - o yp �� Z Southold Town STORAGE: v Planning Board XXX.XX ASSEMBLY (WITHOUT FIXED SEATING): ' SHEET TITLE: �2 Qn2� Snub �1�. AREAS: 0- Elevation -Elevation Finish Code Installation Start Point - OFFICE SPACE: SF / GSF PER PERSON = OCCUPANTS ASSEMBLY: SF / GSF PER PERSON = OCCUPANTS SCALE: SF STORAGE: SF/ GSF PER PERSON = OCCUPANT Section Sprinkler Head TOTAL OCCUPANCY: SEAL & SIGNATURE DATE: SP FIRE EGRESS: PROJECT NO: REQUIRED: DRAWING BY: PROVIDED: ?�E D A,90 CHK BY: P�p�R BA09�-V DRAWING NO: � n N�yT 020195 ype� NOT FOR CONSTRUCTION CAD FILE NO: LEGEND NOTES: TEST BORING LOCATION Project Location: -io- WORK POINT ` 22600 New York State Route 25, Cutcho ue NY 11935 \ Vie\ ; �� � e t j ProDescription: escription: ... . ._. ._ _.- __ .a.. .. . ,a .. . ... _—... `` � NEW CONSTRUCTION - WINERY Design Architect: ROAD DFA SHOULDER i 866 Avenue of the Americas, 11 t", floor \, 1 EDGE OF ROAD New York, NY 10001 ._. ..., ._., .. _ .,.,... -._ . ... .__ -._.__ ........_ ..- .._ �.\t \ �� p. 212.683.4890 \\ e: joseph@d-form-a.com w: www.d-f-a.com Structural Consultant: SILIVIAN 32 Old Slip, 10th Floor New York, NY 10001 VINEYARDS p: 212.620.7970 e: hughes@silman.com \ \ NOW OR FORMERLY WALKER MCCALL, LLC w: www.silman.com` 1 DIRECTION OF VINE ROWS EXTENT OF VINEYARDS \ UTILITY POLE MEP Consultant: EMTEC \\ 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY _ . : 631.981.3990 .................. - ._.._ Civil Engineering Consultant. ..............: _ n in 'n ........... ..." — 1 l ... _. - --- -- _ YOUNG AND YOUNG -- EXI T.SIGN �� \� 2929 Exresswa Drive North Suite 120 -- --- ---------- _— --- _ — ---------_ ------ \ Hau au e NY 11749 ------- --- - - ------ IST. POST ------ 631.727.2303 _-_ ---------- \ \ p: --------------- 2 ---- pe Consultant: Landsca !melk - - - - - - - - - - - - - - - - - - �- - - — — \\ EXIST. SIGN `\ \ 111 , 8. John Street Suite 2650 / \\ ,^\ ,' `\ `� �\ ► \ \ �* --�- \ New York, NY 10038 a \ 2J p: 212.513.1025 o d a \\ �� e: melk@melk-nyc.com iWP3 \ /3 ;' , i NOTES: 41 \ \ \ \ \ d EXISTING TREES \ O \ A-007 , // \ ,fes \ \ 'l',',' ` ''`.', 9.1 X64 \ NOT FOR CONSTRUCTION p DATE: °i / r r \ O o I f . , \ f r� fr \ I f J F r i I� f , I / r r' >/ 14 AUGUST 2015 -v f O / t r /• f a v / d V ii r� f r 0 0 I r r 0 a \ ,\ / jff.• j /r (Y,f�j ,jib / / j`/ EL. +10'-4" \ / r i '/i" ! T.O. SLAB UPPER LEVEL o \ TOP OF SLOPE `•,I / ,i, /�.. V \ \ TB-2 / TOE OF SLOPE / /� LONG AXIS OF BUILDING '.� \ r,' , ,,f, � f/ •�, 4 ,�— METAL LANDSCAPE EDGE EXTENT OF BUILDING BELOW PLINTH \\ I• \ %/�' /%' f:` /% 'i 4 p , 1 2 o \ \ \\ GRASS PLANTED ON GRASS ROOF ASSEMBLY i\\ \ �fr�j '! f' / \ a a a fl <1 1 \ \ / f` f/ \ I °Q o ' i LOCATE N OF NO \ �\ PLINTH: GRASS PLANTED ON EARTH MOUND \ / ', / I` 3 DEyKSLISHED S D BERM LIMIT OF DEVELOPABLE RIGHTS ,. \ %.! ,/// / '%1/%` / �. ':.9.., o< 4r ,r',/%'r' EW HEDGE EASEMENT(T.B.D.) EXTENT OF SURFACE IMPROVEMENTST.B.D. �\ ` \ \\ '' \ - \� � � / '" "'" ` °Q4 .` � � ! 1 � \ 08/14/2015 BUILDING DEPARTMENT SUBMISSION SJF LANDSCAPE STONE STAIRS (T.B.D.) o Q 1 a \ DEMOLISH \ REV# DATE REASON FOR ISSUE CHECKED CONCRETE SLOPE RETAINING WALL - \� �� \ P - &REPLACE TREES _. Q _— J 4 1; : llbs r--''" . . •. .. S.S. CABLE TRELLIS � 02 A-007 ;t, \ WP4 0 SUGGESTED to .. -% PARKING AREA OF a / I ,.;., .., ..,•.....:,.. \ VEL T.O LAB ENTRY LE l-✓ � � \ 10 SPACES SUG STE : Ct Q 0 \ , " ARCHITECT. TE _ CONCRE �� \\ 1 c> �j 4 _ Baldass ARCHITECTURE o o4q � o a ano , 31 West Main Street Suite 205 SIDEWALK i -- _ o : o< j 7 772 I `. ...:.. . CRUS ED SHELL . - - j � Patchogue, Y 11 ___ w�EtY - 830 0282 _ 4, p. 1 g°L 1 c, '/� -} __ ---------Fr-- - =---� ° / I Q- L/ r �----- --- --- o e: tomm • p n • �_ °v 44_ baldas 4 — @ w: _ www. aldassano.com - _ ------------------ — e PROJECT: 0 ° MCCALL WINERY 4 p o a + o a o a o o Q o o a+ a DE OLISH O O a o I ° PROTECT TREES & EPLACE TREES TO FURTHEST EXTENT CLIENT: POSSIBLE MCCALL WINES 0 4 0 � �� 4 � 01 Q SHEET TITLE: SITE PLAN NOW OR FORMERLY PECONIC LAND TRUST INCORPORATED SCALE: 1/16" = 1' SEAL & SIGNATURE DATE: PROJECT NO: DRAWING BY: DKP ,o GF4 CHK BY: SJF DRAWING NO: TEST BORING LOCATIONS 4r . PROJECT ;.4 �:�'yi��� ��� n NORTHAA DATE ; , 02� TBA 05/02/2015 SEE GEOTECHNICAL REPORT �1 SCALE: 1/16"=1'-0" \•+�`�� ��Ir-�'� , TB-2 05/02/2015 SEE GEOTECHNICAL REPORT CAD FILE NO: TB-3 05/02/2015 SEE GEOTECHNICAL REPORT II NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: 2 6 3 4 G) DFA 20'-1 1" 26-2 1/2" 22'-3 1/2" 1 17'-2" 32'-4 9/16" 22'-3 1/2" 17'-2" 866 A%3.nue of the Americas, 11 th floor New York, NY 10001 7 p 2 1 2 683.4890 ------ EXTENT OF BE 7 ........... -form-a.com e: joseph@d OE OF'.SLOPE; L! (T 7: d-f-a.com w: www '11� -7- CIP 7 301 A301 18' RETAINING _2 _A1 __4 ------ ---- ---- - -------1 i ,,__ _ -, i L A201 '02 -T Structural Consultant: T ------ 7i --- ........ CIP 18" RETAINING .......... J, &: 1 i: --.: _� , 1 . I i 17 7-i� i- i,i :i 7 i-�: SILIVIAN i it :7 ii�WALL' 4, I J 32 Old Slip, 10th Floor ....... --- 77 q New York, NY 1000 1 4� . ..... _77 p: 212.620.7970 7., .......... -7 b: :1 1 �1- q. ------- q: t e: hughes@silman.com ... ..... 7- it - w www _71i,-i silman.com ... .... ....... J I i 1 b i -A AT 77, ....... ... it MEP Consultant: -A 'Li- 1 i A EIVITEC i� i -C it 3555 Veteran's Memorial Highway, Suite M t-,q 7 T F i i -.7 C? . ...... Ronkonkoma, NY CASE STORAGE AREA F0061 p: 631.981.3990 z! i _j 1 i .. ..... 77 J �i. .7 Civil Engineering Consultant: ........... ........ ............................. i7i 1i _b -0. - - - - - - - - - - - - - - - - - - .. ..... YOUNG AND YOUNG ----------------------------------- -------------- ------------ -- -- ------------ - ........... OIL EL. 3 TRENCH DRA 2929 Exressway Drive North, Suite 120 OFFICE F.F. REFER TO PLUMBING OFFICE _J_ bog] Hauppauge, NY 11749 J F - CRAWL SPACE A -7 p: 631.727.2303 b: - - - - F0161 ... ....... J V_1 Landscape Consultant: 7_1 ot EL. +0 7 TRE CRAWL SPACE NCH DRAIN 7 REST A, REFER TO PLUMBING Imelk 10101 / _7�z _7 - - - - - - - - - - - - - - - 111 John Street, Suite 2650 L New York, NY 10038 CIRC INSULATED p: 212.513.1025 til ROLLING DOOR Fo081 STONE CLADDING i'' qwt ---------- e: melk@melk-nyc.com . .......... - - - NOTES: BOARD ROOM ji: L_JL_ ElE :11_ L i _.:j Ro-071 1__iLJ — YA�300 KONE ECOSPACE PRECAST PRF__'STRES8ED CONIC ELEV.2500 L__J ELEV. BARREL ROOM BEAM.,REFER To STRUCTURAL!:::::: Fo051 NOT FOR CONSTRUCTION Ex 1�16N — — — — — — — — — — I — — — — — — — — tERNAL]N U ..................... CRAWL SPACE B ................ cc MEP FO 1-71 DATE: ---------- I R 1 8" RETAINING WALL 001 Fo-1-1-1 1 1 IRE VEST. I I Y'AO 2 _J� - :,STONE CLADDING EL. 0'-0" 7 L_J�],_J,_J __�Ii _J __J1L___J NOT N SCOPE Li: J F I f — — — — — — — — — — -- — — — — — — — — — SHOWN FOR PLANNING I F.F. MEP OAK BARREL STORAGE' D 14 AUGUST 2015 DOD J, J -----------I J1----------�i, k _J I I L CL EL.+0'-0 1013 7 BARREL ROOM F.F. di oL EL.+T-0 _F BOARD ROOM F.F. L-J 1LJ INTERIOR. ni r _2 EXTERIOR. , — — — — — — — — — — — — — — — — — — — — __J _JL_J NC. _7 : PRECAST CO . ..... COLUMN, REFER TO INSULATED IRESTAIR ROLLING DOOR FO 1-21 — — — — — — — — — — — — — ------------- PROCESSING ROOM LAB F002 10141 i q Iq EL. 0'-0 0' +0' 0' OL EL.+0' F.F. PROCESSING ROOM 08/14/2015 BUILDING DEPARTMENT SUBMISSION SJIF REASON FOR ISSUE LAB F.F. REV# DATE CONCRETE FLOOR SAW CUT JOINTS RES C-1 FINISH (D - - B TTLING AREA 0 F0031 ARCHITECT: ROOM NUMBER ROOM NAME A/SQFT BaIdassano ARCHITECTURE i� : j P 001 ME Fl 143 002 PROCESSING ROOM Fl 3,465 31 West Main Street - Suite 205 003 B OM 1,584 OTTLING RO Fl Patchogue, NY 11772 -------- --- —------------ -------------- --------------- ------ 004 VESTIBULE Fl 380 p: 631-830-0282 005 BARREL ROOM Fl 2,217 INSULATED e: tomm@baidassano.com ROLLING DOOR 006 CASE STORAGE AREA Fl 1,584 w: wm.baldassano.com UP. 007 BOARD ROOM Fl 567 008 CIRC Fl 335 009 OFFICE Fl 211 RAMP. 010 RESTROOM Fl 48 C14 12% INCLINE PROJECT: VESTIBULE Oil CORE VESTIBULE Fl 118 F004 ONC. MCCALL WINERY DN. C 012 FIRESTAIR Fl 107 C-2 :J CLOSET Fl q. 013 17 ....... ..... 014 LAB Fl 201 CLIENT: 015 RESTROOM Fl 49 McCALL WINES 7- r7 CRAWL SPACE A Fl 268 016 J: CEB Fl 932 017 CRAWLSPA LANDSCAPE EDGE WEATHERING STLSkIN: DN. t SHEET TITLE: PLANTS AND EROSION CONTROL SLOPED CIP RETAINING ' WALL UP. LANDSCAPE EDGE BASEMENT BOARD ROOM CRAWL SPACE SCALE: 1/8" l' DATE: SEAL & SIGNATURE _J_ PROJECT NO: ni DRAWING BY: RT CHK BY: C DRAWING NO: B P e T� NORTH q A101 ��V T�T A�ND�BO A�RD�RO 0�MP�LA N N CAD FILE NO: \,A G)_ L===L X�IEV. __E NOTES: ROOM NUMBER ROOM NAME OCCUPANCY TYPE AREA/SQFT 101 BRIDGE F1 335 Project Location: 102 CIRC F1 552 103 FIRESTAIR F1 130 22600 New York State Route 104 RESTROOM A F1 81 25, Cutchogue, NY 11935 105 RESTROOM B F1 81 106 OFFICE F1 207 107 RESTROOM C F1 51 Project Description: NEW CONSTRUCTION - WINERY Design Architect: G) 6 DFA 20'-111" 26-2 1/2" 22'-3 1/2" 17'-2" 1 32'-4 9/16" 866 Avenue of the Americas, 11 th floor New York, NY 10001 p: 212.683.4890 -form-a.com e: joseph@d EXTENT OF BERM (TOE OF SLOPE) w: www.d-f-a.com 02 �:02 A301 301 A201 CIP 18" RETAINING J J! Structural Consultant: WALL q, i j j CIP 18" RETAINING .. . ....... WALL 32 Old Slip, 10th Floor SILMAN I_% New York, NY 1000 1 h, ;U- 2-11- p: 212.620.7970 1'17: _,77 J !_ J!_: b e: hughes@silman.com Z''i i .......... w Z www.silman.com t:: 7 . ...... f 77i ............ 77 MEP Consultant: EIVITEC 3555 Veteran's Memorial Highway, Suite M _7 Ronkonkoma, NY 7 i p 631.981.3990 I T_' ji....... _7- ----------------- ...................... ----------- Civil Engineering Consultant: 2 1 �J ....... — — — — — — — — —— — — — — — EL + 10'-6" i I ' 'I- I YOUNG AND YOUNG OPEN BELOW OFF ICE F.F. 2929 Exressway Drive North, Suite 120 —06-1 OFFICE El Hauppauge, NY 11749 - — — -- — — — — — — — P 631.727.2303 — — --- — — — — — — — — — — ——— — 7 Landscape Consultant: REST C 11 John Street, Suite 2650 Imelk New York, NY 10038 A\ OPEN BELOW ---------- p: 212.513.1025 e: melk@melk-nyc.com it L-JLL - ----- V L f - — —— — — — — — — — —— — — — — --- — El N OTES 04 ELEV. r ENTIR ........... .............. ................ A200 .. .... EL + 10'..6" Y'402 DATE: ---------- CIRC r--------- r r7 -1 r-. NOT FOR CONSTRUCTION fol , F.�. BRI GE F1 0-2] BRIDGE F1011 ...... 14 AUGUST 2015 r EXTERIOR. -JL-jLJ, f- f- F_ L_ __J _J ------------- r �_,l L-j r------ Cq - - - - - - - - - - - - - ----- - - Li M IILJ ELOW OPEN B IRESTAIN F1 03 - - - - - t - - - - - ---- - - - - - - -- - - - ------------ r 08/1412015 ...... BUILDING DEPARTMENT SUBMISSION SJF r — — — — — — — REV# DATE REASON FOR ISSUE OPEN BELOW /RESTA\ /REST B 104 F1051 - - - - -- ARCHITECT: M BaIdassano ARCHITECTURE 31 West Main SIreet - Suite 205 ------------- --------------- ---------- ---------- ------------------ ------- --------- --------------- -------------------- - ----------- Patchogue, NY 11772 - ---------------- p: 631-830-0282 e: tomm@baidassano.com UP. -baldassano.com w: www 04 120/( INCLINE 0 PROJECT: DN. CONC. MCCALL WINERY C-2 CLIENT: McCALL WINES WEATHERINd STI SKIN LANDSCAPE EDGE DNq SLOPED CIP RETAINING PLANTS AND EROSION CONTROL SHEET TITLE: UP. WALL LANDSCAPE EDGE BRIDGE LEVEL FLOOR PLAN SCALE: SEAL & SIGNATURE DATE: PROJECT NO: 01 DRAWING BY: RT CHK BY: ED DRAWING NO: co ,�k PROJECT NORTH car: Al 02 Op CAD FILE NO: NOTES: Project Location: ROOM NUMBER ROOM NAME OCCUPANCY TYPE AREA/SQFT 22600 New York State Route 201 CIRC F1 112 25, Cutchogue, NY 11935 202 BARN U 2,494 203 CLOSET F1 42 Project Description: 204 FI RESTAI R F1 130 p NEW CONSTRUCTION - WINERY Design Architect: DFA 20'-11" 25-21/2" j 22'-31/2" i 17'-2" 32'-49/16" 866 Avenue of the Americas, 11th floor New York, NY 10001 RAMP UP TO BARN p: _ -- - form EXTENT OF BERM OE OF SLOP w. www. - -a.com . ........ ... .. _. 02 A301 :' - A201 ... ... A301' WEATHERING STIL _ .._.. . _... ..........____..___. - __ CLADDING Structural Consultant: ~ SILIVIAN . _............ - GREEN ROOF 32 Old Slip, 10th Floor - _ New York, NY 10001 p: 212.620.7970 r _ - - . ugh s - .............. e• e@s i man co - - . I w: www.silman.com i - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - MEP Consultant: EMTEC 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY I ' / \ p: 631.981.3990 Civil Engineering Consultant: O _ _ - - - - - - - _ _ _ _ - - - - - - - _ _ - - G YOUNG AND YOUNG GREEN ROOF I I I I I 2929 Exressway Drive North, Suite 120 • I ) ,I PI PI � I I I Hauppauge, NY 11749 I I I I I p: 631.727.2303 I Consultant.� � Landscape TENSION ROD REFER TO DETAILS melk 111 John _ _ _ Street, Suite 2650 II ' I \ I I I ( I I 203 HANDRAIL MEMBER GREEN ROOF I + ' REFER TO DETAILS p: 212.513.1025 I \ I I I I I e: melk@melk-nyc.com • � I I II II I �. I I II II !I A300 NOTES: I II II BARN II 1 ,, � 02 EL.+22'-1" II II 7 . NOT FOR CONSTRUCTION EXTENT OF BELOW ENTR GRADE CONSTRUCTION I ;I F.F. BARN I I I I I 01 EL.+21'-8 1/2" EL.+21'-8 1/2" /02 DATE: ff • A200 I ! GROWING MEDIUM k / / I I ( I I I I 2010 I III GROWING MEDIUM ; I A200 0---- ..__ -- --- -' - — — — -- ----- ------------ - --- - -- — - -------- ------------ ----- ------------ -------- -----�I -' I I I -----_ ----------------- ( 14 AUGUST 2015 EXTERIOR. \ I II II I I I II i • I I II II 1 { � ` I � •I I I I I 'I '`�' II / I II II I I I I FIRESTAIR GREEN ROOF 204 E - - - -- L - - - - - - - - __ --- O I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I 08/14/2015 BUILDING DEPARTMENT SUBMISSION SJF I I I I REV# DATE REASON FOR ISSUE CHECKED GREEN ROOF IN \ I I II II \ N' \ \ - - - - - - - - - - - - - - - - - - - - - - \ / ARCHITECT. co 'N IN Baldassano ARCHITECTURE \ \ \ \ Ii \ \ I STONE STAIRS 31 West Main Street Suite 205 / Patchogue, NY 11772 \ p: 631-830-0282 \ i '" e: tomm@balda an \ ` i ss o com \ www.baldassano.com dassano.com b .................. .., ... RAMP. N % INCLINE PROJECT: DN. NCMCCALL WINERY .......... .............. i - L. . M CALL WINES - O � . ............ .................... ........ SHEET WEATHERING STL SKIN i DN. � LANDSCAPE EDGE N PLANTS AND EROSION CONTROL TITLE WALL SLOPED CIP RETAIN ING I LA D BARN LEVEL FLOOR PLAN N S CAPE EDGE � I SCALE - i 1/8" : 1' i i 1 SEAL & SIGNATURE DATE: PROJECT NO: 01 DRAWING BY: RT A201 --�. CHK BY: �G,� DRAWING NO: PROJECT v_J NORTH A I.� BARN LEVEL FLOOR PLAN �°, clV �""1J' Al 03 CAD FILE NO: II NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Q O O E Q Q B A 13'-3" 17'-s" 21'-s^ 21'-s" 1r-s^ 13'-3" Design Architect: i 1 DFA CUPOLA PART OF EXISTING BARN 866 Avenue of the Americas, 11th floor I New York, NY 10001 p: 212.683.4890 e: joseph@d-form-a.com T.O.CUPOLA I CEDAR SHAKE ROOF w: WWW"d-f-a•Com I I Structural Consultant: J, EL. 41 11 - - - - - - - - — ILMAN T.O. RIDGE _.__._...._....__.._�..__._�_....._...._._........_...________..._.... ----------------- --._ _. .... —. — ..:_....:::.....:._ 2 d lip, 10th Floor .. - _ _ New York, NY 10001 otEL. +34 -6 _.. ........`- 1... __......_.._..._......._.... _.. --- -- __... _ .......___....____...._..._........... — � C.L. ROOF ..._ __......:.. ...... ........ __..... _... _..__...._.._..._......_........_.._.......... ..._....... SNOW STOP RAIL : 212.620.797 ___ p e: hughes@silman.com EL. +28' I I_........ ._ - ------_.:..... w: www.silman.com — —�— -- — — BOTTOM OF ROOF � is I I' i i I it A i 1 I is i� i MEP Consultant:EASTERNCOASTAL PINE BOARD SIDING NEW IFOLIAGE ' i' !i I i. I i 'i i 'i i I r E MTE C D- i. I 0 CIP RETAINING WALL i i' l i; r DO) 3555 Veterans Memorial Highway, Suite M oL i i - i EL. 25 2 1/2 s _ _ _ _ _ Ronkonkoma,o konkoma N Y T.O. FACADE — — '— — — — — — r�i- 77 —i. is i i I . 631.981.3990 i i f; METAL CLADDING p' I I <� is ii i I! _ I BERM Civil Engineering Consultant: EL. +21'-8 1/2.. ='->.: ff _ T.O. GROWING MEDIUM rt- - - - - - - - - - - - _ - _ _ _ - - - YOUNG AND YOUNG u I I ¶ 1I- —I I i Ef I t 1 9 I I I I F NISH GRADE II I 22 9 9 Exr w I ess a Drive e N h y North, Suite 120 'R; I f , / II II li II II II I Hauppauge, NY 11749 T- I I G-1 G-1 T- I II I II �, I CORTEN LS EDGE p: 631.727.2303 F I I ELEV:x'x"OR VARIES I OR FLOW INTO... Landscape Consultant: OL EL.+10'-6" p F.F. ENTRY BRIDGE LEVEL � \ I - -ill { ! j- r �l !� l � L .--�"" - - - _J — — — — — — — — — — — — — — — — — — — — -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - -� melk II I l i 1 J I I 111 John Street Suite 2650 I WINDOW WALL � ZONE OF FULL-SCA!E New York, NY 10038 MOCKUP MU-1 p: 212.513.1025 EL.+0'-o" \ ! {I—?�— I _ 02 N��RTH-EAST ELEVATION e: melk@melk-nyc.com oL T.O. BASEMENT SLAB C ? J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L /8"_1�,. CENTER NOTES: NOT FOR CONSTRUCTION DATE: 14 AUGUST 2015 Q B O O Q G O 13'-3" 17'-9" 21'-9" 21'-9" 17'-9" 13'-3" 21'-0" I J I € I i CEDAR SHAKE ROOF T.O. CUPOLA 1 I ( 08/14/2015 BUILDING DEPARTMENT SUBMISSION SJF i REV# DATE REASON FOR ISSUE CHECKED EARTHING&BONDING AIR TERMINAL OL EL. +41'-11" - —.... ..... .... .— — - .... .. ............._..__..........._............................ ....__.._. ............__._........._....._......................................_..._......_........_.........................__..... _..._._....__ ...._......_...._............................ T.O. RIDGE ...... . - _....._ = _.: MEMBRANE r D EL. +34'-6" _ . . _...__....... _...... .. ..._... ..... _ .... �............................ ........ _...... ........_...'..._:....._......:__......:._------.---...... .:.:........_ OL C.L. ROOF .......:... _ .. — SNOW STOP RAIL 107 =r7 OL EL.+28'-8" r ..... ...... .... .. .... - - - i ARCHITECT: I I I Baldassano ARCHITECTURE BOTTOM OF ROOF EASTERN COASTAL PINE BOARD SIDING i 31 West Main Street - Suite 205 SLIDING DOOR Patchogue, NY 11772 p: 631-830-0282 OL EL. +25'-2 1/2" T.O. FACADE I CLADDING GUARDRAIL e: tomm@baldassano.com \ O N O N O N I w: www.baidassano.com STONE CLAD CIP RETAINING WALL EL.+21'-8 1/2" T.O. GROWING MEDIUM PROJECT: J I BERM MCCALL WINERY 13 ! I FINISH GRADE Mu-2 L - - - - - - - - - - - - - � CLIENT: McCALL WINES OIL EL.+10'-6" F.F. ENTRY BRIDGE LEVEL I I SHEET TITLE: , I i EXTERIOR ELEVATIONS OIL EL.+0'-0" I ! — I 01 SOUTH-WEST ELEVATION I T.O. BASEMENT SLAB r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � j � SCALE: 1/8"=1'-0" SCALE: I 1/8" : 1' I ' ! DATE: SEAL & SIGNATURE PROJECT NO: DRAWING BY: R E CHK BY: DRAWING NO: CAD FILE NO: NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY 6 O 32'-4 9/16" ( 4 ) 3 2 \ 1T-1 15/16" 22'-3 9/16" 26-21/2" 20'-11 1/16" Design Architect: DFA ! 866 Avenue of the Americas, 11 th floor I New York, NY 10001 I p: 212.683.4890 OIL EL. +46'-11" _ — _ _ — _ _ — — CUPOLA PART OF EXISTING BARN e: Joseph@d-form-a.com T.O. CUPOLA ! — w: www.d-f-a.com EARTHING&BONDING AIR TERMINAL OIL EL.+41'-11" _ _ _ _ _ _ _ _ _ _ Structural Consultant: T.O. RIDGE CEDAR SHAKE ROO, S I LMAN ! 12 j 32 Old Slip, 10th Floor OIL EL. +34'- C L. ROOF — — - — — — i — — — — — SNOW STOP RAIL I New York, NY 10001 p: 212.620.7970 MIDPOINT OF ROOF FOR ZONING OL EL. +28' e: hughes@silman.com ~ - �— - BOTTOM OF ROOF � € W: WWW.SIIm r MEP Consultant: EASTERN � € COASTAL INE BOARD SIDING if SLIDING DOOR EMTEC E 3555 Veteran's Memorial Highway, Suite M T.O. FACADE OWN I Ronkonkoma, NY — — r p" 631.981.3990! l �t METAL CLADDING ! 4 t I I I I EARTHWORK Civil Engineering Consultant: � EARTH BERM YOUNG AND YOUNG Y T.O.GROWING MEDIUM T- j LS EDGE 2929 Exressway Drive North, Suite 120 Hauppauge, NY 11749 I I GRADE p: 631.727.2303 € L OIL EL. +10'-6" anda Consultant: sca_ F.F. ENTRY BRIDGE LEVEL I € p WINDOW WALL BEYOND I I j l !melk 111 John Street, Suite 2650 New York, NY 10038 OL EL. +0'-011 _ _ _ _ I _ _ _ _ _ _ _ — I p: 212.513.1025 T.O. BASEMENT SLAB Ir- F-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — L — — — — e: melk@melk-nyc.com C NOTES: � 02 NORTH-WEST ELEVATION NOT FOR CONSTRUCTION DATE: 14 AUGUST 2015 1 2 \ 4O 5 20'-11 1/16' 25'-21/2' 22'-3 9/16" 17'-1 15/16" 32'-4 9/16" 6 i 3 j E k OIL EL. +46'm I V. ILD 08/14/2015 B T.O.CUPOLA � I ! ! ! BUILDING DEPARTMENT SUBMISSION SIF REV# DATE REASON FOR ISSUE CHECKED h EL. +41'-11" — — — — — — — — — — — — T.O. RIDGE — — — g EL. +34'-6" 12 JL — — — — — — — — — — — — I C.L. ROOF OL EL.+28' ARCHITECT: -8 BOTTOM OF ROOF — — — — — _ — — — — — — � — — — �=-~= -. — � — -- Baldassano ARCHITECTURE 31 West Main Street - Suite 205 ! Patchogue, NY 11772 OL p: 631-830-0282 EL. +25'-2 1/2" T.O.FACADE ! I ON e: tomm@baldassano.com \ I UTILITY DOOR w: www.baldassano.com OL I EL. +21'-8 1/2" T.O. l J GROWING MEDIUM — — — — — — PROJECT: MCCALL WINERY T- } I CLIENT: OIL EL.+10'-6" _ I 1 / F.F. ENTRY BRIDGE LEVEL ( MCCALL WINES € i I SHEET TITLE: EXTERIOR ELEVATIONS ot EL.+0'-0.. I I �; J — _J T.O. BASEMENT SLAB — —� — i — — I I' `j`-- � — - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - --� t -� SCALE: — � j 1/8" : V 1 I SEAL & SIGNATURE DATE: PROJECT NO: EARTH STONE STAIRCASE DRAWING BY: 01 SOUTH-EAST ELEVATION CHK BY: SCALE: 118"=1'-0" F p A DRAWING NO: J '1 4 A201 t 1 {1 F � � CAD FILE NO: I� NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: NEW CONSTRUCTION - WINERY Design Architect: DFA 866 Avenue of the Americas, 11 th floor New York, NY 10001 p: 212.683.4890 e: joseph@d-form-a.com w: www.d-f-a.com Structural Consultant: S I LMAN 32 Old Slip, 10th Floor New York, NY 10001 p: 212.620.7970 e: hughes@silman.com w: www.silman.com MEP Consultant: EMTEC 3555 Veteran's Memorial Highway, Suite M Ronkonkoma, NY p: 631.981.3990 Civil Engineering Consultant: YOUNG AND YOUNG 2929 Exressway Drive North, Suite 120 Hauppauge, NY 11749 p: 631.727.2303 Landscape Consultant: !melk 111 John Street, Suite 2650 New York, NY 10038 p: 212.513.1025 e: melk@melk-nyc.com NOTES: NOT FOR CONSTRUCTION DATE: 14 AUGUST 2015 20'-11" 25'-2 1/2" 22'-3 1/2" 17'-2" 32'-4 9/16" 1 I 02 01 A-301 I A-301 EL.+46'-11"+/-14' T.O. CUPOLA CUPOLA PART OF EXISTING BARN, BY OTHER 08/14/2015 BUILDING DEPARTMENT SUBMISSION SJF EL. +41'-11"+/-10' + II T.O. RIDGE — REV# DATE REASON FOR ISSUE CHECKED CEDAR SHAKE ROOF, BY OTHER E PLYWOOD SHEATHING, BY OTHER c TIMBER FRAME, BY OTHER — — ( — SKYLIGHT L — — SNOW STOP RAIL, BY OTHER ARCHITECT: — — I STAIRS, BY OTHER "EXTENSIVE" Baldassano ARCHITECTURE �EL. +28'-8' +/-8' � � — EXTENSIVE GREEN ROOF SYSTEM BOTTOM OF ROOF 1 I l-r--- EASTERN COASTAL 31 West Main Street - Suite 205 " I I PINE BOARD SIDING 8"HOLLOW CORE PLANK WITH Patchogue, NY 2 CONC TOPPING SLAB g OIL EL. +25'-2 1/2 772 T.O. RAILING -\ BARN i p: 631-830-0282 04 STL HANDRAIL — — , e: tomm@baldassano.com w: www.baidassano.com F.F. BARN WEATHERING STEEL PANEL IF- — � �U1 �` OL EL.+19'-s" PROJECT: I I I I I I B.O.CONC. I I I I I j j I I , I ,%� MCCALL WINERY HALL I I L — — — —� CLIENT: I l T.O.SLAB ENTRY LEVEL I I I fi McCALL WINES ABSOLUTE ELEVATION TEMP 27'ABOVE SEA LEVEL I I BARREL STORAGE I BOARD ROOM HALE. ELEV I WORK AREA 18"CIP CONC WALL SHEET TITLE: r, EL. +3' T.O.SLAB TASTING ROOM + I I I I BUILDING SECTIONS OIL EL. +o'-0" T.O. SLAB BASEMENT i I � I I REINFORCED CONC. FOOTING SCALE: 03 I 4 - - - 1/8" . 1' A500 INSULATED ROLL DOWN DOOR COLD FORM STEEL JOISTS 01 A500 DATE: SIGNATURE , AND JOIST HANGER A502 SEAL & I G NATU RE PROJECT NO: SLAB ON GRADE CRAWL SPACE DRAWING BY: SY VAPOR BARRIER CHK BY: SJF TRENCH DRAIN THROUGHOUT WINDOW WALL, IGU WITH �p�CER BUILDING SECTION - LOOKING WEST �' DRAWING NO: U VALUE OF .28 +, ��a C) rn rn CAD FILE NO: I� NOTES: Project Location: 22600 New York State Route 25, Cutchogue, NY 11935 Project Description: Q B c Q E F 0 H NEW CONSTRUCTION - WINERY 13'-3" 17'-9" 21'-9" 21'-9" 17'-9" 13'-3" 21'-0" Design Architect: DFA 866 Avenue of the Americas, 11 th floor ! I New York, NY 10001 ot EL. +46'-11"+/-14' — 3 p: 212.683.4890 T.O. CUPOLA _— I e: joseph@d-form-a.com - -- w: www.d-f-a.com EL.+41'-11"+/-10' i 7- T.O. OIL T.O. RIDGE i Stuctu n r ral Consu to t'. i L i SIAN M ! i I I 32 Old Slip, 10th Floor New Yo WI : w rk NY 10001 !! i h i; P' 212.620.7970 :i n. m h h ilma co � es@s e: u � t �I i I 9 a i i I i. i I ilm n. „ a w: www.s a com I ! I. ! I II I % t — ~ MEP Consultant: BOTTOM OF ROOF s a EMTEC " I + 03 L. 25 -2 1/2 � 'i 55 Veteran's Memorial Highway, Suite M E 35 , A500 E � 9 Y T.O. RAILING I Ronkonkoma NY EL.+22'- . 631.981.3990 F.F. BARN STONE CLAD CIP I I ` �— I— --I— RETAINING WALL I Civil Engineering Consultant: °0000 0 "0000000 0000000 0 00000 oa00000 0000000 0000000 0000 0000000 oa00000 0000000 0000aoo 0000000 0000000 0000000 ooao — I YOUNG AND YOUNG EL. +19'-6" I I BERM 2929 Exressway Drive North, Suite 120 B.O. CONC. Hauppauge, NY 11749 I BARR ROOM 0000aoo 0000000 0000000 0000000 0000000 oo p: 631.727.2303 T.O.SLAB ENTRY LEVEL I I ABSOLUTE ELEVATION 'Nil I I Landscape Consultant: TEMP 27'ABOVE SEA LEVEL ( I I I mel k I I ORK ARE I \ / WORK AREA RAMP \ / 18"CIP CONCRETE 111 John Street, Suite 2650 RETAINING WALL EL.+3'-0" —� i T.O. SLAB TASTING ROOM I OIL New York, NY 10038 EL.+O'-0" — I T.O.SLAB BASEMENT I I � I p: 212.513.1025 `— — — � I e: melk@melk-nyc.com 12"CIP WA L, R=8 NOTES: I WINDOW ALL, IGU WITH U VALUE OF.28 NOT FOR CONSTRUCTION DATE: 1;�lLDINGSECTION - LOOKING NORTH02 : 1/8"=1'-0" 14 AUGUST 2015 A E �J 21'-0" 13'-3" 17'-9" 21'-9" 21'-9" 17'-9" 13'-3" k i i OIL EL.+46'7 11"+1-14' T.O.CUPOLA I i_ I E I 08/14/2015 BUILDING DEPARTMENT SUBMISSION SJF 01 REV# DATE REASON FOR ISSUE CHECKED A-300 OL EL.+41'-11"+/-10' T.O. RIDGE ........................ .. _. __.. ... - .._ _ -- NEW FOLIAGE I . __. �..... - ... : AR ITE T CAST INING w LL _- _ Baldassano ARCHITECTURE SLOPED LANDSCAPE — STAIRS 31 West Main Street - Suite 205 - - -� EL.+28'—8"+/-8' =— �`. — \ -- — —�_ _ — 772 OIL BOTTOM OF ROOF �. I \\ Patchogue, NY 11 CONCRETE SLAB p: 631-830-0282 RAMP I 02 - - OIL EL.+25'-2 1/2" I k 03 A500 A500 e: tomm@baldassano.com T.O. RAILING t \ W: WWW.baldassanO.COm \ I CORE I V� IBI CLI _ r �I F.F. BARN \ / I I WEATHERING STEEL CLADDING - �— I PROJECT: °0000 0 �a00000 0000000 oo000001000000010000000 0000000 000 01000000010000000100000001 oa00000 0000000 °°°ooao 0000000 0000000 0 00000 MCCALL WINERY ---------------- OL EL.+19' 66" i I WC HA IL / I ES fI ULE 1 1 HALL / OFFICE B.O.CONC. I / l / I I CLIENT. I I I I j j BERM MCCALL WINES OIL EL.+10'-6" — �- T.O.SLAB ENTRY LEVEL I I I I I ABSOLUTE ELEVATION I I I I / TEMP 27'ABOVE SEA LEVEL // I / SHEET TITLE: I WORK AREA LAB I I VESTIBULE ELEV HALL OFFICE ! WORK AREA I I \ 18" CIP CONCRETE BUILDING SECTIONS 011 T.O.SLAB TASTING ROOM011 I I I I RETAINING WALL � I E T.O. SLAB BASEMENT I I I I SCALE: L A 1/8" : 1' — —J ( —/ i SEAL & SIGNATURE DATE: PROJECT NO: 02 A502 DRAWING BY: SY CHK BY: F D �s y DRAWING NO: BUILDING SECTION - LOOKING SOUTH A301 '201 c3 CAD FILE NO: