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HomeMy WebLinkAboutTR-9550 Glenn Goldsmith, President *f3F SO(/Jy Town Hall Annex Michael J Domino,Vice-President V� ��0 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 A. Nicholas Krupski G Telephone (631) 765-1892 Greg Williams ® �� Fax(631) 765-6641 Iy�UUNT`(,�c� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1712C Date: June 18, 2020 THIS CERTIFIES that the exterior renovation of the existing restaurant structure that consists of new windows and doors removing windows installing windows in new locations installing doors in new locations closing window and door openings repair the roof as necessary' repair and replace the existing siding as necessary install gutters to leaders to drywells for w roof runoff,remove replace and elevate 1247sg ft of the existing southern deck for a total area of 1477sg ft remove and replace and elevate the existing eastern deck section in-kind and within the existing foot print at 1 093sg.ft.reconstruct an existing exterior bar in-kind and in-place within the eastern deck footprint,•remove the existing north entrance ramp at 305sg ft and construct a new entrance ramp in same location at 197sq ft• remove a south access ramp at 58sq ft.and construct access steps at 19 8sq ft•construct new access stairs for decking at 20 6sq_ft new 45 6sq ft exit stair and landing a new fuel area stair at 26 4sq ft•remove existing 1,000 gal fuel tank and surrounding fence and install an above ground duel fuel tank at 4.000 gallons for diesel and 1,000 for gasoline and install a 6'tall 55' linear foot long surrounding stockade fence demolish 186.6sg ft.of first floor area and 320sq ft of second floor area on east side of restaurant and install 186sg.ft.of new decking,permanent removal of in ground 4,000 gal fuel tank upgrade repair or replace existing sidewalks surrounding restaurant,all restaurant work to be conducted from the landward side;and a debris boom will be installed and maintained during construction in the water surrounding the restaurant area in order to contain potential fly-away debris, At 40200 Route 25,Orient Suffolk County Tax Map 91000-15-9-8.1 Conforms to the application for a Trustees Permit Heretofore filed in this office Dated August 5,2019 pursuant to which Trustees Wetland Permit#9550 Dated September 18,2019,was issued and Amended on January 15,2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the exterior renovation of the existing restaurant structure that consists of new windows and doors removing windows installing windows in new locations installing doors in new locations,closing window and door openings;repair the roof as necessary,repair and replace the existing siding as necessary, install gutters to leaders to drywells for roof runoff,remove replace and elevate 1247sq ft of the existing southern deck for a total area of 1477sg ft• remove and replace and elevate the existing eastern deck section in-kind and within the existing foot print at 1 093sq ft reconstruct an existing exterior bar in-kind and in-place within the eastern deck footprint remove the existing north entrance ramp at 305sq ft and construct a new entrance ramp in same location at 197sq ft remove a south access ramp at 58sq ft and construct access steps at 19 8sq ft•construct new access stairs for decking at 20 6sq ft new 45.6sg.ft exit stair and landing a new fuel area stair at 26 4sq ft•remove existing 1,000 gal fuel tank and surrounding fence and install an above ground duel fuel tank at 4,000 gallons for diesel and 1,000 for gasoline and install a 6'tall 55' linear foot long surrounding stockade fence demolish 186 6sq ft of first floor area and 320sq_ft of second floor area on east side of restaurant and install 186sg.ft.of new decking permanent removal of in ground 4,000 gal fuel tank;upgrade repair or replace existing sidewalks surrounding restaurant;all restaurant work to be conducted from the landward side and a debris boom will be installed and maintained during construction in the water surrounding the restaurant area in order to contain potential fly-away debris, The certildcate is issued to 40200 Main LLC owner of the aforesaid property. 4VANdthor a A r - Glenn Goldsmith,President *oF SO(/Ty Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 c4UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: INSPECTED BY:' � Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt-boom/silt curtain 1St day of construction �j Y2 constructed J� Project complete, compliance inspection COMMENTS: Al D��dr�:� -�� � L• ,'�iM �� � 9 SSU - �z �vr�� 6' CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President �oF So�rti Town Hall Annex �0� Ol0 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer III l�[ Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 �� Greg Williams Fax(631) 765-6641 Q 'Co BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 16, 2020 Lisa Poyer Inter-Science Research Associates, Inc. P. O. Box 1201 - Southampton, NY,. 11969 RE: 40200'MAIN LLC (ORIENT BY THE SEA), c/o RWN MANAGEMENT, LLC 40200 ROUTE 25, ORIENT SCTM#: 1000-15-9-8.1 Dear Ms. Poyer: The following action was taken by,,the,Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 15, 2020. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9550 to remove, replace and elevate 1247sq.ft. of southern deck for a total area of 1477sq.ft. (in lieu of previously approved 1418sq.ft.deck); install an above ground duel fuel tank at 4,000 gallons diesel and 1,000 gallons gasoline (in lieu of previously approved 4,000 gallon for diesel and gasoline); demolish 186.6sq.ft. of first floor area and 320sq.ft. of second floor area on east side of restaurant and install 186.6sq.ft. of new decking; and as depicted on the site plan prepared by Mark Schwartz &Associates, dated November 22, 2019, and stamped approved on January 15, 2020. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Genn Goldsmith President, Board of Trustees GG/dd B 1 7 6 5 4 3 2 1 NOTE: NOTE: v APFVEMPT EXTERIOR COATING OVERALL SHIPPING DIMENSION: 18'-2" L X 8'-6" W X 9'-5" H F 17'-9j" rM-- — --; 17'-4j" "21 $,_1 oil, 15'-4 2 " 20"1 SEI` LEGEND KEY --—— L i PAGE 2 13" 2 1 4 i 5— 6 8 — NOV 2 6 2019 — —— ------------ + + j 12 I 13 14. 11 i �-- - - - - ------' ! 3 19" E T-11 2•_ j i i -- 6u.u. �� E 15 j I I j g 10 j 16 19 3 1 I j 1 114" 17 j I I 3'-11}" 3'-7 " 2. .. 4 1 5 1 4 1 6 8 UT 1 18,. + 6 n •4'-8" 1• " 2 " 1° 21 TANK SPECIFICATIONS u THREADED CONNECTION 20 VENTING CAPACITY: COMP 1&2 — 288,600 CUBIC FEET PER HOUR (TYP.) SEE TOP VIEW TOP VIEW 2" STD. PIPE FOR SECONDARY TANK — 239,000 CUBIC FEET PER HOUR MONITOR ACCESS MATERIAL- PRIMARY TANK — 1/14 THICK CARBON STEEL 3 IGHT WRAlpK 3/16" THICK CARBON STEEL SECO DARY — 3/16" THICK CARBON STEEL 2" ,M f • ,S SEAL WELD ALL FITTINGS AND TANK C { 17" C 5'-7" 1,000 4" SPACE BETWEEN 6'-11 GAL. INNER & OUTER TANKS 6'-3' ' o4,00 OMPA MpT FILLED WITH LIGHT WEIGHT q FIRE—RATED MATERIAL 6" 6 2" C6 X 8.2# SUPPORTS WITH 7/8"0 HOLE EACH B 4 j END FOR ANCHORING B _rl—T ELEVATION END VIEW ORIENT POINT, NY PRODUCT CODE GALLONS DESCRIPTION OVERALL SIZE SHIP WT. APDW2085V 5,000 DW UL2085 INNER VAULT COMPARTMENT TANK 17'-10"L X 8'-0"W X 7'-2"H 28,400 LBS 4000 1000 SPLIT )>MNTA4NKSLLC I DATE DRI CUSTOMER NAME DWG#APDW2085V SCALE: 48N: 11—OB-19 a ORIENT BY THE SEA APPROVED BY: DATE: REV: IREV BY: DATE: SHEET:1 OF 1 8 7 6 5 4 3 2 1 REVISIONS: O DOCK (Typ) 0 PILINGS 0 0 0 o EXISTING ° ° BULKHEAD ° 0 o Z EXISTING 50.0' X 5.0' RAMP EXISTING FENCE TO BE AND 10.0' X 6.7' LANDING REMOVED AND REPLACED TO BE REMOVED AND REPLACED NEW FENCE ° WITH NEW ADA COMPLIANTr XX ---__ X 28.8' X 5.0' RAMPCAND EXISTING INGROUND AND ABOVE r X 8.0' X 6.7' LANDING GROUND FUEL TANK TO BE REMOVED AND REPLACED ' FUS°NK ; INSTALL FIREGUARD ABOVE GROUN SPLIT TANK (DOUBLE WALL) NEW 5.0' X 5.0' [4000gal DIESEL, 1000ga1 AS] LANDING 7 -11 w X 16-11"1 1 X 7 -1 h EXISTING 2 STY. REMOVE EXISTING (2) FUEL STRUCTURE TO BE PUMPS AND REPLACE WITH ° REMOVED AD RE-BUILD :, PROPOSED (2) FUEL PUMPS EXISTING FENCE DECK IN PLACE RESTAURANT NZ RELIANCE G5200 ° ----------- Q 3 -0"wI'-8"d x41.5 h TO BE REMOVED � W A coc C o O z 7 EXISTING DECK z W REMOVE EXISTING RAISE +/- 11.5" rn o N 94 RAMP AND REPLACE NEW FENgE EXISTING DECK PLANKING, N `� o WITH NEW STAIR c BENCHES , TABLETOPS, � o ------- NEW LANDING � EXIST. RAILING TO BE REPLACED 0 WALK ---- EXISTING DECK EXISTING DECK PLANKING, BENCHES, R o - Ail--INS-T .BE_RE�1.AC)=D____-- A ---------------------- co-- IVl v c 0 ---------- -- ° X v P ° m no8OLLARDS -- -------------------------====----=- - -=--- 1 wEn BULKHEAD ------' 0 O 0 " ED 4 � 12 � X ° APPROVED BY LoON m � ° BOARD OF 'i RUSTEES `" � m 0 0 0 TOWN OF SOUTHOLD N ° w x 0 DATE TkjvvoIs ZoZo 0 w O d EXISTING X BUILDING J o Q u o x 0 Q ° o O ° PILINGS o x PARTIAL SITE PLAN SCALE: 1" = 10'4" U DECK x X ST 0 PILINGS o AIR x—`__..—.--x—j o O DRAWN: MH/MS SCALE: NOV 2 6 2019 JOB#: 0 11/22/2019 O SHEET NUMBER: O — -_ S-1 REVISIONS: RE-PAINT EXISTING SIGN REPLACE/PATCH ROOFING. --- ----- - - --_ -- -.--- — — FASCIA AND RAKES AS NEEDED 11 1 Hill I ❑ REPAIR/REPLACE EXISTING NLlX1 EXIT DOOR ❑ Fol AND TRIM AS REQUIRED FROM KITCHEN BUILD NEW DECK OVER EXISTING_ DECK TO BE ELEVATED,FLUSH WITH NEW SERVICE LANDING.RAMS FINISHED FLOOR AT BAR AREA O REPLACE EXISTING RAILING c REPLACE EXISTING RAILING 42"h CABLE RAIL SYSTEM 42"h CABLE RAIL SYSTEM NEW FENCING -- W INSTALL NEW PERIMETER --- LATTICE(1YP) I tu I I I I EXISTING RAMP TO BE RE-CONSTRUCTED TO CODE REPLACE EX.DECK STAR PROVIDE ADA INSIDE RAIL AS REQUIRED E PROPOS D NORTH ELEVATION Q SCALE: 1/4" = 1'-0" d � w � � z � � z o w 0 0 0 N d 0 N 41 c+] 4 � O [7 Qj u CE v C4 " ow3 W -- d v o cnQ ; L--j P L"- ----"-j I L ❑ a N EXISTING NORTH ELEVATION SCALE: 1/4" — P-0" DRAWN: MH/MS NOV 2 6 2019 SCALE: #> 11/22/2019 SHEET NUMBER: A-1 REVISTONS: CUT BACK EXISTING 1IsK�<VLS��d,0.\•J�l dQ.\u 1lsl.o 24"OVERHANG TO 6" REPAIR/REPLACE EXISTING 0?1 o SIDING AND TRIM AS REQUIRED REPLACE EXISTING z SIGNAGE O REPLACE EXISTING RAILING 42"h CABLE RAIL SYSTEM ►-� - --- - NEW SERVICE LANDING, RAILING,RAMP NEW FENCING INSTALL NEW PERIMETER LATTICE(IYP) REPLACE EX. RAMP INSTALL NEW PERIMETER LATTICE(TYP) WITH NEW STAIR PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" O � � W � � z H 0 0 z 0 C:) CD O 0 Elfld- 0 m �N', 0 m 4i v ON s U ° m H +�+ � O U O cXC ° M ow - g co 5 un U r-4 N N v � W r-4 41 N U) EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS N OV 2 6 2011 9 SCALE: JOB It: 11/22/2019 SHEET NUMBER: A-2 REVTSTONS: i RE-PAINT EXISTING SIGN CUT BACK EXISTING 4"OVERHANG TO 6" FF FFR EPAIR/REPLACE EXISTING SIDING AND TRIM AS REQUIRED , LACE EXISTIN AILING "h CABLE RAIL STEM I F- Hill R4z h CABLE RAIL SYSTLACE EXISTING IEIMG ''J NEW FENCING 1�c--�i J O rumH +PT,4 INSTALL NEW PERIMETER LATTICE(TYP) INSTALL NEW PERIMETER LATTICE(TYP) PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" ¢ 0 w � z o W O v o O d' 0 M N m v yV V ro cu to � u � N 1v 0w3 W uIENJL0 Jul ill ill 10 win -- N m x EXISTING SOUTH ELEVATION ¢ SCALE: 1/4" = F-0" DRAWN: MH/MS NOV 2 6 < 19 SCALE: ' JOB#: 11/22/2019 SHEET NUMBER: A- 3 REVISIONS: REPAIR/REPLACE EXISTING SIDING AND TRIM AS REQUIRE REPLACE EXISTING RAILING 42"h CABLE RAIL SYSTEM O — — -- --- NEW FENCING BUILD NEW DECK OVER EXISTING. W DECK TO BE ELEVATED,FLUSH WITH INSTALL NEW PERIMETER LATTICE(TYP) REPLACE EX.DECK STAIR PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" Q C) O � z H o �o � o � o 0 �t IFa ~ v Nm N °, . v o ern r, v Pa � u O �rj � © cd co L) U ONcn roo ■ cn W El d V ----------------- O cn d N - N ul u U EXISTING EAST ELEVATION SCALE: 1/4" = V-0" DRAWN: MH/MS SCALE: NOV 26 I JOB#: 11/22/2019 SHEET NUMBER: A-4 REVISIONS: VVll// (3)2X12 GIRDER (3)2X12 GIRDER 9r-5%2" r , 2'-9%2" Y_Orr — — — — — — — — — - J'a "' all LL (3)2X12 GIRDER - _ — - a I I I xv �V N 2X10EXF1fa16"OC, VAI r L.o� X ( N XI 1 1 I xEu EXISTING FOUNDATION ,I BUILT UP SLAB _ _ _ _ (3)2X12 GIRDER ®12"dia.CONC.PIER pp N I O w/1-1/2"HELICAL PILE �I 1 !� 00 O r I � 6X6X3/8 CAP(fYP) I H EXISTING CRAWLSPACE iI W E" 0 I 1 9 °° I, 5 I cc u'I Q W 1 10 2X10 EX FJ f�?16"OC , v N I E...I EXISTING CRAWLSPACE I I N Ily VII k I 2X10 FJ 016"OC 3-5 1/2 TOS-BOJ —_ (3)2X12 GIRDER _— L — —_—(3)2X12 GIRDER BLK FOUNDATION 0 1 I 1 !L I Lu � I V w m N v o f - ro I co u \ u 2, I I TRAP I N 00 N I I DOOR I 1 I I I r IL - - - J r I V 0 I O EXISTING CRAWLSPACE = - 2X$DJ 161,0c Z I SCRUCTURALSUPPORT00 co - I _ GZ UNABLE TO BE VERIFIED 00 C] O 1 co O 1 —� (2)2X10 GIRDER 9_ 6X6 PO—�— (2)2X10 GIRDER91 - \ p 1 I 1.0 r I 00 V cru rw I rN Xko � I - CD N � V U I O N ( ! o o �D 0 O I X6 POST � cn �, (TYP) (2L2XI0 GIRDER IIla o rr' ;;oIPQ +� .. � ' G, Ott 9'-73/4" — — ""`A-- _ (2)2XI0 GIRD — _ O I O w2 44 ER r N .� u Lo v I 9'-73�4'r — 6X6 POS i — — — — _ O - I p � C ❑ u 9'-73/41, 1 M I �'�-� _ 2 2X10 GIRDER I 7'-$" — — — — 1 N - iC v 'y 91-73/4" r — — — I 0 U a? rr ,n Ln 9'-73/4" 9-6 6r_Orr — — J N ,It ,_ a 8'-OV4" 31-01' N w 3 o � 8 00 N I I 2X10GIRD�Ems`` -' - - - - - - 8'-OY4rr d- I ( IOGIRDE�—�..�`-- $'-O�4 V 10"dia PILING O (NP) —(2)2XIOIRDER _ _ — I m NOTE _ _ _ _ 1 1 O—" 4 DIMENSIONS OF STRUCTURE ARE AS OBSERVED (1)2X10 G RI DER AND MEASURED WITHIN LIMITED ACCESS IN FIELD �I N M9r-211 10"dia PILING (n-P) AD �-/ ULE I- 9'_2 n (1)2X10 GIRDE^"R�' _ 91.21 V] — — — — , — — 9f-2 17 ()10"dia PILING 1 2X10 GIRDER (1YP) EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0° --- - DRAWN: MH/MS NOV ? ESCALE: Ci I JOB#: 11/22/2019 SHEET NUMBER: A-5 REVISIONS: 20'-81/z" 53'-4" 10 501-011 10'-0" ACCESS OPNG GEN EXISTING RAMP EXISTING LANDING o0 �o . . EX.1000 GAL.DIESEL FUEL TANK N ® EX. ATH QJ O EX. BATFQ 16'-8" cn EX. OFFICELjX- I I I I EX. BATH ALL I I RAMP ® i DN oll HELVESr - - ' ' _ _ _ I ATTIC - - - - - - - - - Z a I STAIR ® Lo ® - - ® ® ® rT1 - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - EX. STORAGE op ---------- ® I — ' ----------------- ----- I ' SERVICE EXRESTAURANT s PANELS . Q © II EXISTING KITCHEN EX. BAR CATHEDRAL ® ® I I I z CEILING - - - - - - - - - - - - - - - - - - - - - - II . ' ® - - - - - - - - - - - - - - - - - - - - - - -- - ' ® ---------- - II ------ i i- --- __--------- ® ® I E-- ® ® ® — 3 TRAP I � DOOR I II '® '- - - _ tp W I i-= EX. BAR Q; z II H ---------- "- - - - - - - - - - o Wy NC) o �� RsMP i EXISTING EAST DECK N O DN N --------- ' I N 00 r- ro rig 0 v m O m m v v EX. RAMP EXIST' o m LNDG. 0� ° EXISTING RAMP Lo E 21'-0" 10'-10'/s" 42'-2" Ix °0 G Lo U � u �00 EXITING SOUTH DECK vJ w 1-4 %4w) d u o cn -- N F x x 0 48'-9" DRAWN: MH/MS \0V 2 ^r, n SCALE: JOB#: EXISTING 1ST. FLOOR PLAN 34'-611 SHEET NUMBER: SCALE: 1/4" = 1'-0" A-6 REVTSTONS: H O W F� FINISHED STORAGE 320 SQ. FT AREA TO BE DEMOLISHED Z H CA O o 0 O q O N O et 0 cn N G E M N y 01, n . v ro" .�y u N v .[ W CJS W d O V] d EXISTING 2ND. FLOOR PLAN N SCALE: 1/4" = V-0" DRAWN: MIT/MS SCALE: NOV 2 6 2vi9 JOB 4: 11/22/2019 SKEET NUMBER: A- 7 REVISIONS: 5'-911-t P 7'-51/2" .. .. ,❑ , --------------f-_— ------------- /- ^------- -----� -------------- -------------------•---------- 1f,1 ❑ 1 1 1 101 10I a ._ 1 1 ❑0 1 1 1 1 aa a a a 1 a ¢ a a ' a ' Cf O 1 1 1 m m m co co v 5t-0 11 1 N x p4 2X8 ACO fa?16"OC X x a ;co 00 1 1 1 fV I 1 1 1 11❑ 1 104 101 101 10 1 _ 1101 , -r--------------V.%v--------------t��'-------------- -.~--------------`- ---------------`a -i (2)2X8ACQ , C? 1 1 1104 1011 p _ Q O Ln m� \yl/J EX.(3)2X12 GIRDER w EX.(3)2X12 GIRDER I I 1 _ --- _ _ _ _ _ _ _ _ _ EX.(3)2X12 GIRDER — x Q Lu ^ a II H z N EX.2X10 EX FJ P16"OC� ,; X � N I I v N ` � �� I � EX.12"dia.CONC.PIER SII EXISTING FOUNDATION W , X I I w W/1-1/2"HELICAL PILE X I o BUILT UP SLAB 9'-4 _ _ - EX_(3)2X12 GIRDER LL1 6X6X3/8 CAP(fYP) L1_______ XEXISTING BUILDING TO BE ►w' ' 1 I I 1 REMOVED.NEW STRUCTURE 1 � � I TO BE EVALUATED TO 1 I ' I I BUILD DECK IN PLACE ce 3/4"X7"X12"BASEPLATE w/ D I I O I ' ce I I 30"x30"x12"PC FOOTING m ( z 3 ' I (2) 3/4"X16"ANCHOR BOLTS L I1 �j i7 .1 Cl UNDER COLUMN ABOVE GROUT CELLS SOLID(TYP)AT Z ¢ N EX.2X10 EX FJ 016-Of , N '•`I ' i EXISTING CRAWLSPACE (VIF) COLUMN LOCATION ABOVE ' D O w I X 1 EXISTING CRAWLSPACE N p -o I I I X ' W 1 1 > •p w '� II W I 1 w w I' 11 I �I I EX. (3)2X12 GIP4 EX.(3)2X12 GIRDER r I 1 1 I p O I Lu 10 I a w _ r -- CC \ N VI wl w I V �-1 K 1 C 0 w N 0 O o I ° ao q O I O �_ G x N N I ✓' i6 K w C� u o � 0 1 �1 x I �- yw I J 1 0 4 'w H �� ► I z — J r ° a Z � N I o W I o ZO w INSTALL 2X P EL 2X8 DJ n 16"QC ' O p O EXISTING CRAWLSPACE p v LA E OVER(PEPENDICULAR)WITH 2X10 AC I N 1 Q O R EACH JOIST STRUCTURAL SUPPORT UNABLE TO BE VERIFIED m 1.41, 1.411 I o� I - , w Ce d• j d 4"LEDGE FOR JOISTS/SILL PLATE D 4"LEDGE FOR JOISTS/SILL PLATEd e D W EXISTING DECK BUILD UP DECK I o � o OVER EXISTING 1 I D D D D - D D D D D D D D D D D D - D D D D D D D D 1. D D c, D .� D D D D D D D D D D D D •D ❑ rJ a e a e a e a e a a I (SEE SECTIONS) O i cu _ _ _ SEE SECTION A-A _ _ _ _ _ SEE SECTION A-A w ( m N 1~ o 0 �� FOR DETAILS —0— EX.6X6 POST ONCRrTE TO BE BUILT UP OVER w FO 'DETAILS 1z 1 m m y u EX. (2)2X10 GIRDER u-1 I v (TYP) EXISTING WALL FOR DOOR SILL ' ou ' o r 7E i X V w 1cj L I G� © a4 0 o z EX.6X6 POST I w �.l X x I M y ;; oyp) N N .0 t E3' EX- 2) EX- )2 O w IX Iw ce I I 1 ON co � --- EX�X10 GIRDER > I N cu O �_ .. OST 6X6 P (T,P I _ ' Q 2 2X]0 GIRDER P-4N E] I — _ •— _ I I ---I_ — I EXISTING DECK c a w BUILD UP DECK I OVER EXISTING N o -1;T1 — — (SEE SECTIONS) � I NOTE UO v _ `L I DIMENSIONS OF STRUCTURE ARE AS OBSERVED _ _ — — _ _ AND MEASURED WITHIN LIMITED ACCESS IN FIELD EX.(2)2X]0 GIRp R _- - _ Lu o I �3 —X - _ - _ N EX. (2)_2X]0 GIRDER```_ _ — _ — — _ _ � tX. 10"dia PILIN �� '(�^ _ — — — _ I �( _ _ (TYP) J EX. (2)2�R Q'GfRDER _ '- -- — G �,,. �_ _ _ _ _ ' — — _ _ _ _ _ ��__ "~�� JOS- EX.(1)2X10 GIRDER —�� '- — — — _ _ _ 4 I I r — - U I EX. 10"dia PILING .. ,�,� — — EX.BULK — I I L. �P) EX. (1)2X10 MIR—DER — �EAD= — ,r _ EX. 10"dia PfL]NG EX.(1)2X]0Gll DE-` � I (TyP) DRAWN: MH/MS PROPOSED FOUNDATION PLANr,ov z E 7r;+ JOB 4: SCALE: 1/4" = 1'-0" 11/22/2019 SHEET NUMBER: A- 8 REVISIONS: 20'-off ol 20'-81/2" 53'-4" G HIGH FENCE 28'-9" 8'-0" Lu U w z z LL w LL z V GATE SIZE I AND LOCATION RECONSTRUCT RAMP REPLACE JOISTS,DECKING,RAILING z GEN O I� DECKING, ALLOWING FORACCESS WHERE �D 5,-0„ I REPMINE5'W DE w/NSI E RAI - 00 CA REQUIRED FLUSH RAILING0 TO BE ICC/ANSI COMPLIANT,1:12 SLOPE EQ EQ I PR PO ED• LIT EV LANDING /5000gal/FUECTANK EXISTI DOOR O 1600 gaL AS- OOOgal ESEL LOCAT TO REMAIN 17-/T6 X411 //8 — ,� O � rF ( ) REP — Oz s 1 , 1 NEW ENTRANCE LANDING REPLACE DELLA 4 2X4 NEW JOISTS,DECKING,RAILING EXISTING DOO EN 3ROAN POST E STING D R I I F�� •----- -• J �� .-'—�-_w,w.fr --`• moo. ------ ------ ------• .'----- (EMPLOYEE SERVICE USE ONLY) -- y l -7n77 ----- dcar� [�� e`.11'- 01/' ,X7'-0" 7'-7" - 10'-31/ 5'-1" O L11 if 11 1 A (4)2X4 POS-1 p I' YPOSED -------- --- ------- -- - -- SIMPSON EXISTING OUTDOOR C� MECHANICALS2}2X10 HDR ) IHHUSS-5/10 Co II - I EX. BATH16"d SHELVING O '/I _ TO BE UPGRADED ' 90X5-0 W Op - J N — � AND ELEVATED TO CODE _____________LOBSTER 1, o `^ PREP1COOLER FREEZERIDRY GOODS/ TANK w , _CANNED GOODS-- --- ; < TH `� ----16--g---- f „ f f, ' 1 , ff m — rn 12 —6 �- -------- --- � I 7'—61/2 Z I' 1 Z li 0 ----- — — — — — — — — '--- -------- c _ ., �P1�OPC�SEj LANDING % — GARBAGE & ; o o ----- ------ --- RECYCLABLE X I I _ VEGETABLE/ PREP J EX. BATH I/ / % -----'------ RECYCLABLE ROdM ; ; z _ 19: : / REFRIGERATED I I1 77 < _ - - I; I COOLER / - --------------- WX 37.5' I f ff , „ f ff - II; Tl'AV -7 10 -3 3 -9 27 M I' -- .3'- O 2 ON-DEMAND HOT WATER ------- --------- -- (1-FOOD SERVICE ONLY) Z \ I EX.AT IC �I; --------------- RheemRTGH-95DVLN - / STAI CLEANERS, , � � COMMERCIAL TANKLESS �', o o I SANITIZERS .i:l ; R 199,000btu/k l--1 L — // / -- - - - -- -- O 2'- " P 5 ; ; POS [:I 3X5X1 4 1 Q / / (2)DRAIN RACKS DRAIN RACK OVER 14 ' 22 21'-71/2" ' #0 TUBE STEEL OVER SINKS o 4 2X4 O FRAME OUT / DISHWASHER � O8 / / z3 -------.I�p)OS( �t ; ; DOOR(FBD BAR STORAGE w // % REMOVE EX.BEAM AND REPLACE w/(3)1-3/4X11-7/8 ML -=py T_ 4X11-7lB_ML UPSET_ - - -- --------- i' __4 O BEAM TO BE FLUSH w/SEILING JOISTS _ (5)2 4 POST i i (5)2X6 POST BEVERAGES,PAPER PRODUCTS,SINGLE I / I (4)2X4 /7�5 / •% O (4)2 4 POST — - — - (3)1-3/4X11-7/8 ML w/(2)1/2 X 11 STEEL- — (3) 1-3/4X11-7/8 ML w/(2)1/2 X 11 STEEL — - — SERVICE ITEMS,TABLEWARE 186.6 SQ. FT" AREA 0o Posr // / 6 -71/2" 4'-0» `� ,�'- - - - - - - - -- - — - — - — - — - — - — - EXISTING BUILDING �l N / / 4X4X1/4 STEEL COLUMNS(BOX IN) TO BE REMOVED 12 w/3/4"X7"X12" BASEPLATE w/ (2)3/4"-t6"AN6HOR BOLTS ECK TO BE CONSTRUCTED LOCKERS IN EXISTING SPACE / ; o I ; GROOT CELLS SOLID(TYP) 24 /COAT HOOKS 4 „ L(� 1 1 1 I 1 1 1 1 1 1 / O a O 15 RAMP Fy00R TCS�CITCHEN 1 I I I 1 1 1 1 1 / / O `(RAIL PER / 'O SPLASH GUARI I 1 I I I i 1 1 1 / A EX. KITCHEN A '- 3/4' ---- i I f.-----. .�-1--. .- c r ALTERED O8 O ---- --- --� — J (NO OVERHEAD WASTE LINES) =z p ; p N C) V C1 d Lu I { I I G 1 / --O-- SHUCKING STATION a w I 0� ----------� --- ------EXISTING RESTAURANT-------- ------------------ ---------------------- 0-- I POS_ 30"HIN"ab- -------- x _________ CATHEDRAL CEILING_________ ^ ----------------- --- - ------" V I , I , I COUNTED � I 3411 35 3 ° EXISTING EAST DECK U RAISE TO MATCH FIN.FLOOR i O NEW DECKING,RAILING AS NEEDED ks i 1 1 i O , I � 11 10'-2f, 7, 61/2„ 3z i z C? T= ? I Z 29 I ' ' L v1 M �; c o L BA 1 I t z Q - O i I BAR 34 34 I 1 1.EXI N HVAC,ELECTRICAL,PLUMBING TO BE EVALUATED INFIELD AND CATHEDRA .p _ I 1 1 '•� p c , _ � , REP CE AND/OR REPAIRED AS NEEDED.EXISTING SYSTEMS TO MEET O N w Z I L , --- CEILING - , , 201#NYS CODE. Q O 0 v w N Q Q 1 \ - �t 29 I N Lu Z _ - _ 4X4X1/4 STEEL COLUMNS(BOX IN)w/3/4"X7"X12'"BXSEPLATE W ; d- "• I O ; 2.INTERIOR WALL,CEILING,AND FLOOR FINISHES TO BE EVALUATED FOR = LL - FENCE w/(2)3/4"X16"ANCHOR BOLTS GROUT CELLS 56LID(TYP) 32 _I I ry RE INISHING,PAINTING,etc.ALL PAINT FINISHES TO BE VOC COMPLIANT. O KI CHEN;INSTALL FRP PANELS OR AS APPROVED BY SCHDS. -4 ' I ' I I 3.1 ERIOR AND EXTERIOR OPENINGS TO BE REPLACED.EXTERIOR OPENINGS ZD tj BE ANDERSEN HIGH-PERFORMANCE GRADE OR APPROVED EQUAL.ALL DECK APPROVED � I UNITS TO BE IMPACT GLASS,MEET CURRENT 120mph WIND CODE DESIGN O 3-1/2X34=1/4 TUSESTEEL TO RAISE i STEEL ' ' 1 RESSURE REQUIREMENTS.AND BE COMPLIANT WITH U-VALUE AND SHCR I (ALT.4"O.D.PIPE COLUMN COLUMN ; ; ZJ ,� ' ' t ERGY COMPLIANCE. L(7 �pTyp) WEATHERSTR PPING ND DESIGN PRESSURE 36CABINET ' ' 'TBD IN FIELD ND MANUFACTURE SPECIFICATIONS WSX48 ALT.W10X30 STEL' , 1 �ST/1T-0R � ( ) --•----------------------------- ------------------ _, __ I4.:14 ISTINC,ELEVATED FLOOR AT BAR TO BE LOWERED TO BE FLUSH WITH C-0MMER,�IAL GRADE � ESTAURANT AREA. 6'HIGH FENCE PERMANENT VINYL PENED UP TO BE FENCE I -- -_---_ ; OVER BAR 5 CATH DRA CEILING ATDINING TNG,SOUP ORTED WIM TO BE TH NEDCESSARYAND OCOLLAR TIES(TBD) r--1 ,, 5'_O" FRAME WA (24"(VIF)): -0 X 7- 6)PANEL RVIN MOD [-SLIDE DOOR 3X5X1/4 IN ADDITION TO ANY ADDITIONAL STRUCTUAL MEMBERS(TO EVALUATE)- �N, °J TUBE STEEL ADDITIONAL ELECTRIC,LIGHTING"etc TO BE ADDED AS REQUIRED. c;�' v o INSIDE BAR TO BE REMOVED AND REPLACED.LIGHTS,OUTLETS,LAN X v I CONNECTIONS,PLUMBING,DRAINAGE,etc.TO BE REPLACED. Po rn v 0 v L — — — — — — — — — — — — — — — — — — — — — — — — — — — — r p KI CHEN RENOVATION TO MEET,ALL CODE REGULATIONS.ANSUL SYSTEM w O BE INSPECTED FOR PROPER OPERATION FLOOR DRAINS AND WATER SUPPLY TO BE ADDED AT LOBSTER TANK LOCATION.ADDITIONAL POWER, 4 O 000 21' O» 1 \ WATER SUPPLY,DRAINAGE TO BE,ADDED THROUGHOUT.EXISTING CIRCUT 0 : .-•I 4 1 Jk BREAKER PANELS TO BE RELOCATED(TBD)AND REPLACED TO MEET ADDITIONAL O `I' , ENERGY REQUIREMENTS.ACCESS TO ATTIC TO BE CLOSED OFF EXISTING � COOLERS TO BE MOVED.EXTERIOR UTILITY CLOSET(OUTSIDE KITCHEN)TO BE CLOSED OFF AND USED AS KITCHEN SPACE.EXISTING OFFICE TO BE REALLOCATED Lo U Co FOR REFUSE AREA.REFUSE AREA TO BE SEALED OFF FROM KITCHEN AND "•-' U) REFRIGERATED AT NECESSARY TEMPERATURE FOR DAILY USAGE.EXTERIOR DOOR 00 v -fl N TO EXIT TO LANDING AND RAMP„TO WHEEL GARBAGE TO DUMPSTER LOCATED ELSEWHERE,TO BE CONSTRUCTED. W 8.EVALUATE FIRE SUPPRESSION THROUGHOUT FOR SPEINKLERS(TBD).FIRE DESCRIPTION EXISTING PROPOSED EXISTING _ _ EXTINGUISHERS,LIGHTED EXIT SIGNS,EMERGENCY LIGHTING,SMOKE AND CO - - - DETECTORS,etc TO ADD AS REQUIRED BY CODE 1ST.FL BUILDING ENVELOPE 2949.E 3T -1ST___FLOOR(2005) 29493 SF - - - -_ "-- 9 CLOSER AND PANIC — _ - --29493_SF - - - - BAR THRESHOLDS TO BE LOW PROFILE ADA COMPLIANT 00 L Uj SOUTH D CK --1477.0 SF 1477.0 SF _ 10.EXISTING FUEL TANK TO BE REMOVED AD RELOCATED.OUTSIDE AC UNITS TO BE EAST DECK 1242.0 SF 1428.6 SF -- --_ - REPLACED AND ELEVATED ABOVE FLOOD ELEVATIONS.UTILITY CLOSET AND ALCOVE V ___ - PROPOSED DECK TO RAISE TO EXISTING SOUTH DECK TO BE CLOSED OFF AND USED FOR BAR STORAGE.CIRCUT PANELS,ALARMS,etc 1 I t* __ ,�* ** AREA MATCH EAST TO RAISE:24D7 SQ.FT. RAISE TO MATCH FIN.FLOOR _%-`� GENERATOR TO BE REVIEWED FOR RELOCATION. En RAISED DECK 1254.1 SF BUILT OVER EAST AND NORTH DECKS t , TO BE RELOCATED.EXISTING SITE SOUTH DECK RAMP 58.0 SF TO REMOVE NEW DECKING,RAILING AS NEEDED �/ U) I 11.EXISTING PROPANE TANK LOCATION TO BE EVALUTED FOR RELOCATING OR ADDING QI SOUTH DECK AIR ** 19.8 SF rt°TO REPLACE EX.RAMP _ TO MEET KITCHEN DEMANDS. - - N EAST DECK AIR 6.0 SF 20.6 SF TO REPLACE EXISTIING(RAISED DECK) 12.ALL FENCING TO BE REMOVED AND REPLACED AS INDICATED, NORTH DECK&LANDING 305.0 SFS 197.1 SF TO REPLACE EXISTING 1 ARDS TO BE EVALUATED FOR REPAIR AND/OR REPLACING. - - - - - _- 3 SIDING AND TRIM 80 REPAINT EXTERIOR. NORTH-EAST STAR&LANDING - 45.6 SF -FUEL A EA STAIR&LA DIf�TG —$3F-—_ 26.4 SF 14• ELS(REMOVE,MAINTAIN), ROOFINGROOF TO BE EVALUATED,REVIEW EXISTING SOLAR PAN - -- --- UNDEP RE NECESSARY.REPLACE FASCIA,RAISES,GUTTERS,DOWNSPOUTS AND NEEDED. ,SHEATHING(SAGS TBD).REPLACE ROOFING WHERE R � --- - 1 i N-r 5 ALL EXTERIOR DECKING,RAILING BENCHES RAMPS STAIRS TO BE REPLACED DECK AT EAST SIDE TO BE BUILT UIP TO BE FLUSH WITH BAR/RESTAURANT AREA SOUTH S i WALL LEGEND STING LOWER LEVEL DECK LOWER DEC (SOUTH) O BE SQUARED RAISED DECK TO EXTEND TO IDE OF DINING AREA FORA 3FT LANDING ' AND STEP TO EXISTING KT OFF AS SHOWN. ----------------- --------------- - WALL TO BE REMOVED _- -_ 16.EXISTING OUTDOOR BAR TO BE REMOVED AND REPLACED WITH PORTABLE J (MOVABLE)BAR.NEW PLUMBING AND ELECTRICAL TO BE ADDED AS NEEDED. EXISTING WALL J f NEW WALL DRAWN: MH/MS I NOTE: Ij DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6= 6"] CA PROPOSED FLOOR PLAN << ,'' 2 � .= JOB#: DIMENSIONS OF NE•VC'WALLS ARE FROM STUDS 11/22/2019 f [EXT./INT.:2X4=3-1/2",2X6=5-1/2"] SCALE: 1/4" = 1'-011 SHEET NUMBER: 1 A-9 REVISIONS: I I (6) #5 I i REBAR S REQ #5 @16110C 16" EMBEDED AAAAA ; 1 �m WHERE POSSIBLE 2" 1/2"X12" AB @32"oc #4 @ 12"OC APPLY BONDING AGENT #2 @ 8"OC X.RIDGE ATTIC FOR (3)-3/4X 1-7/ ML HVAC AND - - w/ 2)1/2"STEEL MECHANICALS nEXTG #5 REBAR @24"OCADD 1-3/4X1I-1/4 ML @ 12"OC 2'-0" (3) #5 BARS W8X48 STEEL BEAM_ w/TOP&BOTTOM NAILERS __________ . 2X6 CJ 16"OC ______ FTG CUT BACK EXISTING OVERHANG (CENTER ON COLUMN) 16'�_ FTG @ 6"O C f k 2X'�RR RE-FRAME NEW OVERHANG TO EX.2ylo +— IMPSON HB ENTRY EXISTING 2X4 EXTERIOR WALL CLIP AT EACH RR TO BE REMOVED AND RE- PACK WEB FRAMED AS REQUIRED OUT SOLID FOUNDATION WALL DETAIL ; SOLID BLOCKING LL_ ' SCALE: 1/21' = 1'-0" > MARVIN 6 PANEL MULTISLIDE DOOR DINING NEW RAILING p (MODERN) Z 42"h TO CODE I ' Ij S.S_CABLE RAING ; ADA COMPLIANT LANDING AND RAMP O w.2X6 CAPPING REMOVE EXISTING DECK BOARDS FLUSH SILL TO BE RECONSTRUCTED E.�I 2X4 TOE RAIL 2x DECKING OVER 2X10 ACQ _ RAMP TO MEET ADA AND STATE ON 2-AC SLEEPERS 16"OC r 3 4"SUBFLOOR OVA SLEEPERS 16"OC OVER EXISTING FL BUILD UP T E FLUSH WITH BAR AREA CODE REQUIREMENTS RR RRPROPOSED 2Xl0ACQ @16"OC °° . q-• P •• o-• v s-• o n-• o •• _e•• - v e.• - • P •• p,•• - v .• 2XSACQ@16"OC EXISTING 2X10 FJ @16-OC �. �. .,. ♦. ♦. �. �. 1. EX_2X8 @16"OC EXISTING SLAB •• 4X4 ACQ POST C� EX.3X10 EX.(2)3X10 EX.(2)3X10 EX. (2)3X10 l I 2X6 ACQ SLEEPERS OVER %. EXISTING DECK JOISTS GIRDER GIRDER GIRDER GIRDER :9 a ae TY SARAP To NEW Jo15Ts EXISTING CRAWLSPACE : a NOTE: TIP. I I (TYPICAL) I I I I q ]2"dia.PIER , v 1�_4 — — — , I ----------------------------------------------------------------------------- .v 0 REBARNOT I _ • . - ----------------------------------------------------------------------------- 4) #5 REBAR _ EX.10"dia EX.6X6 EX.6X6 - L) SHOWN I .10"d a (SEE DETAIL) E PILING POST POST ING EXISTING STRUCTURAL SUPPORT TO BE REVIEWED BY I I EX.DOCK X.BULK ARCHITECT/ENGINEER WITH GENERAL CONTRACTOR HEAD PRIOR TO COMMENCEMENT OF CONSTRUCTION PROPOSED CROSS SECTION A ' #4 REBAR = ' STIRRUPS - -- =- — SCALE: 1/4" = 1'-0" — — _ — — _ _ @8 10C " LEDGE - z z COLUMN PLANVIEW F_ SCALE: 1/2" = 1'-0" o w N � Q dam' C) 0 Ri 1 " 5" 5" 1 " 3/4" SIMPSON 1 f ACRYLIC TIE- 3/4X5X12 STEEL 10" MIN. EMBED BASE ELATE O W10X45 STEEL BEAM w/ � c L TOP&BOTTOM NAILERS m cu (CENTER ON COLUMN o X . ADD 1-3/4X11-1/4 ML @ 12-OC EX.2X]0 RR @16-OC EXISTING ROOF EXISTING 2X4 EXTERIOR WALL O ��+ m ® co TO BE REMOVED AND RE- •� z w 3-1/2X3-1/2X1/4 FRAMED AS REQUIRED cu To \ STEEL COLUMN 11, PACK WEB OUT G .0 �' Ln m SOLID x x �n U =' °�' rn NEW RAILING 42"h TO CODE S.S.CABLE RAING,w.2X6 MARVIN 5 PANEL N o STEEL COLUMN BASE DETAIL CAPPING,2X4 TOE RAIL - MULTISLIDE DOOR BAR DINING MODERN)POCKET vj t\ -®—REMOVE EXISTING DECK BOAR I IS ADA COMPLIANT 2x DECKING OVER 2X10 ACQ FLUSH SILL IPP���qq ON 2X ACQ SLEEPERS @lb"OC r 3/4"SUBFLOOR OVER SLEEPERS 16"OC OVER EXISTING FLOOR(BUILD UP) AT 8" FOUNDATION WALL PROPOSED 2X10 ACQ 16"OC I EX.2X10 FJ @16"oC EX.2X8 @16"OC ° I EX.2X10 FJ @16"OC V EX.(2)2X10 EX.(2}2X10 EX.(2)2X10 EX.(2)2X10 1 " 41/2" 41/2" 1 " GIRDER GIRDER GIRDER GIRDER I EXISTING CRAWLSPACE EXISTING CRAWLSPACE a I Q EXISTING STRUCTURAL SUPPORT TO BE REVIEWED BY I N ARCHITECT/ENGINEER WITH GENERAL CONTRACTOR 1- — J � O PRIOR TO COMMENCEMENT OF CONSTRUCTION (SEE DETAIL) OMNI (4) 3/4" ADHESIVE TIE �- I, x 12 MIN. EMBED PROPOSED CROSS SECTION B SCALE. 1/4 — 1 -0 3/4X11 X11 STEEL BASE PLATE 3-1/2X3-1/2X1/4 DRAWN: MH MS STEEL COLUMN novSCALE:' 2 6 ? 7sg JOB#: 11/22/2019 STEEL COLUMN BASE SHEET NUMBER: AT PEDESTAL OR 24" FOUNDATION WALL A- 1 0 REVISIONS: DEPARTMENT OF HEALTH PLUMBING NOTES EXIT I ILLUMINATION I FIRE PROTECTION USE AND OCCUPANCY CLASSIFICATION(SECT.303):A-2 KITCHEN: 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED LIGHTED EXIT SIGN PLUMBING FIXTURE CALCULATIONS:OCCUPANT LOAD(SECT.1003.2.2) 1). ALL LIGHTING IN FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF PLUMBING CONTRACTOR. 4®P' w/EMERGENCY LIGHTS MATERIAL. 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE EMERGENCY LIGHTS URINALS:SUBSTITUTION FOR WATER CLOSETS(419.2)IN EACH BATHROOM OR 2). SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.). REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPALITY AND w/BATTERY BACK UP TOLITE ROOM,URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT 3). SEPARATE 1-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT OF THE REQUIRED WATER CLOSETS AND SHALL CONFORM TO THE REQUIREMENTS REQUIRED OF SECT.404.1.1 FOOD PREP ONLY. TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL FIRE EXTINGUISHER 4). SEPARATE 3-COMPARTMENT SINK W/ (2) DRAIN BOARDS TO BE USED FOR BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY SMOKE/CO DETECTOR 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT WARE WASH ONLY. HEALTH DEPARTMENT. LOCATION AREA LOAD FACTOR ALLOWED EXISTING PROPOSED 5). 3 WALL MOUNTED HAND WASH SINKS WITH DISPENSED SOAP AND HAND 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THIER INDOOR DINING 985.7 SQ.FT. 1/15 66 48 DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEWS 1N FOOD PREP WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. INDOOR BAR 156.2 SQ.FT. 1/7 23 10 AREA. 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH ANSUL SYSTEM AND HOOD KITCHEN 1054.1 SQ.FT. 1/200 5 6). ALL FOOD SERVICE EQUIPMENT LISTED TO MEET NSF STANDARDS. ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING DETAILS TO FOLLOW INSTALLATION OF PIPING, EQUIPMENT, ETC. STORAGE 459.1 SQ.FT. 1/300 z RESTROOMS: 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS TOTAL INDOOR 96 1). DOORS TO BE SELF-CLOSING. SHALL BE WEB LESS CAST IRON. 2). AREAS TO BE MECHANICALLY VENTED. 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR 3). FLOORS TO BE TILES AND WALLS TO BE GLOSS ENAMEL. COPPER TYPE L. USE AND OCCUPANCY CLASSIFICATION: 4). SINKS TO HAVE MIXING VALVES, SOAP DISPENSERS AND HAND DRYING TOWELS. 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT GROUP A-2 5). (MIN.) 1 BATHROOM TO BE ICC/ANSI COMPLIANT. GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL TYPE 5a BUILDING PLUMBING: BE PROVIDED WITH AN APPROVED P-TRAP. 1). ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH MIN. EGRESS AS PER SECT. 1003 O TO WASTE LINES AS PER EQUIPMENT SCHEDULE. APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND 2). ALL WATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL GAS UTILITY. EXITS AS PER TABLE: 1005 ~ BACK-FLOW. 10). ANY 3 COMPARTMENT SINKS, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, SURFACES: ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DISH WASHERS AND SHOULD 1). KITCHEN WALLS TO BE STAINLESS STEEL SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. w INTERIOR FINISHES PER TABLE 803.11 NYS CODE SURFACES. 2). KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS EXHAUST HOOD OVER COOK LINE AREA. ELECTRICAL NOTES 3). KITCHEN FLOORS TO BE COMMERCIAL GRADE 1/4" ARMSTRONG TILES OVER 3/4" 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED PLY SUBFLOOR. ELECTRICAL CONTRACTOR. DESIGN GRITS-RIA BLDG. GODS NYS 2015 4). KITCHEN FLOORS 1N FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE COVERED AT WALL JOINTS FOR EASE OF CLEANING. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERALNOTES 5). ALL AREAS CONSTRUCTED TO BE INSECT AND RODENT-PROOF. STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CODES EXT. t3ALCONIES 100 loo DESIGN LOAD CALCULATIONS DECKS 100 AND ORDINANCES. ROOF (CsROUND SNOW LOAD) 20 VENTILATION: 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR (LIVE LOADS PSF) ALL FLOOR LOADS loo STAIRS 100 1). KITCHEN COOKING AREA TO HAVE STAINLESS STEEL EXHAUST HOOD WITH WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. GAURDRAILS (ANY DIRECTION) 200 SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM. 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE EXPOSURE CATAGORY (DESIGNED FOR)C 2). 12" OVERHANG AND VENT THRU ROOF OUTSIDE OF AREA. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 3). ALL CAFE AREAS TO BE DUCT VENTED THROUGH BUILDING OUT OF ATTIC INSTALLATION OF WIRING EQUIPMENT, ETC. (ROOF - FOUNDATION) DETAIL PAGr= « GENERAL NOTE PA67= EXHAUST FANS. 5). THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC NAILING SCHEDULE SEE GENERAL NOTE PAGE 4). SMOKING IS NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY. SHALL BE DETERMINED IN THE FIELD. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF FIRE PROTECTION Sym.• SEE FLOOR PLANS LIGHT SWITCHES SHALL BE MOUNTED 4'-O" AFF AND ALL PANELS SHALL (SMOKE 4 CO2 DETECTORS) ® WASTE: 1). GARBAGE STORAGE IS ENCLOSED AND LOCATED ON SMOOTH BLACK BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS COMCHEGK Q O CONCRETE SURFACE LOCATED IN PARKING AREA. 7). ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE 0 3 SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE UTILITY ROOM: w UTILITY ENCLOSED UTILITY ROOM USED FOR MOP SINK, DRYING WITH NEC AND LOCAL CODE REQUIREMENTS, AND BE UL LISTED. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA STORAGE RACK FOR ALL CLEANSERS , CLEANING SUPPLIES AND 9). CASH REGISTER, COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE GROUND WIND SEISMIC FROST WINTER ICESHIELD Z FLOOD WASHER/ DRYER AND RESTRICTED TO OPERATIONS OF 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS O ESTABLISHMENT ONLY. AND HARD WIRED IF REQUIRED. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O 2). NO FOOD RELATED ITEMS TO BE STORED IN UTILITY ROOM. 11. PROVIDE SMOKE DETECTOR AND CO DETECTORS PER CODE. 20 LBS. 130 B SEVERE 3 FT MODERATE SLIGHT TO 11 NONE - N TO HEAVY MODERATE O GAS HOT WATER HEATER: 1). TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD MODEL D80165AS 80 GAL. CAPACITY, NATURAL GAS, 165,000 BTU. EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK 2). FOR RESTAURANT/ DELI USE ONLY. SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIOR WALKING AREAS 30" OR MORE ABOVE GRADE. OIL HOT WATER HEATER: 1). TANK TYPE COMMERCIAL HOT WATER HEATER- SUPER STORE MODEL SS-60. en I;. Ov ON M � X � r'-I T BATHROOM SPECIFICATIONS FLOOR OR GROUND SURFACES w � I CU N.T.S. N.T.S. TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) 0 �o 00 t: � ° 4 '" TYPE I TYPE 11 TYPE III TYPE IN TYPE V /a � Bathroom ,IF111BUILDING ELEMENT ,n u s) are to be ICC/ANSI compliant Floor or ground surfaces are to be stable, 1/2" , 1 , I,Ilk A B A B A B HT A B 60•MIN• firm, and slip resistant, and shall comply MAX N cu Water Suland drain pipes under lavatories 24" �2" „ with Section 302. Changes in level in floor Primary structural framer(seesection 202) g 2a 1 0 1 0 HT 1 0 pp y 36 GRAB BAR and sinks shall be insulated or otherwise (33-36"ABOVE FLOOR) or ground surfaces shall comply with Bearing walls configured to protect against contact. There ® Section 303. CARPET ON FLOOR OR GROUND SURFACES Exterior',t 3 2 1 0 2 2 2 1 0 shall be no sharp or abrasive surfaces under 'ff6-18L.0 Carpet or carpet tile shall be securely Interior 3a 2' 1 0 1 0 1/HT 1 0 lavatories and sinks. attatched and shall have a firm cushion, cn Nonbearingwalls and partitions See Table 602 W Accesible lavatories and sinks are to comply pad, or backing or no cushion or pad. Carpet Exterior HI with Section 606 . FRONT ELEVATION or carpet the shall have a level loop, textured M see ~ A clear floor or rounds ace complyingloo level cut pile, or level cut uncut pile Nonbearing walls and partitions u g p AX 0 0 0 0 0 0 section 0 0 p, p P interior" 602.4.6 O with Section 305.3, positioned for foward texture. Pile height shall be 1/2 inch maximum. Floor construction and associated secondary members approach, shall be provided. Knee and toe VERT. Exposed edges of carpet shall be fastened to (see 2 2 1 0 1 0 HT 1 0 BAR VERTICAL CHANGES IN LEVEL � clearance compling with Section 306 12„MAX floor or ground surfaces and shall trim along 42"MIN. Roof construction and associated secondary members 11/2bF 1T 1b.c 0 HT 1b•c 0 shall be provided. the entire length of the exposed edge. Carpet (see Section 202) The front of lavatories and sinks are to be ® edge trim shall comply with Section 303. iN4" i 2 d 34 inches maximum above the floor or Changes in level between 1/4 inch high -112• �• For A1 foot=304.8 mm. ground, measured to the higher of the minimum and 1/2 inch high maximum shall a.Roof supports:Fire-resistanceratings of primary structural frame and bearingwalls are permitted to be reduced by 1 hour where supporting a roof only_ u fixture rim or counter surface. be beveled with a slope not steeper than 1:2. BEVELED CHANGES IN LEVEL F7U) h.Except in Group F-1,H,M and occupancies,fire protection of structural members shall not be required,including protection of roof and decking where eve " Faucets shall comply with Section 309. Changes in level greater than 1/2 inch shall construction is 20 feet or more above anyfloor immediately below.Fire-retardant-treated wood members shall be allowed to be used for such unprotected members. N SIDE ELEVATION CI Hand-operated, self-closing faucets shall be ramped and shall comply with Section c.In all occupancies,heavy timber shall be allowed where a1-hour or lessfire-resistancerating isrequired. �L remain open for 10 seconds minimum. 405 or 406. d.Not less than thefire-resistance rating required by other sections of this code. 1 Sinks are to be a maximum 6-1/2" deep. Curb ramps on accessible routes shall comply 20 1 G� Multiple compartment sinks shall have with Section 406. 1 e.Not less than thefire-resistance rating based onfire separation distance(seeTable 602)_ at least one compartment complying with Slopes of curb ramps shall comply with Section �' f.Not less than thefire-resistance rating as referenced in Section 704.10. the requirement. 34„ 405.2. MAX COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS DRAWN: MH/MS HEIGHT OF LAVATORIES AND SINKS NOV 2 6 f SCALE: JOB#: 11/22/2019 SHEET NUMBER: A-1 I 'e I cJ INTEfk-5E CE RESEARCH ASSOCIATES, INC. ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS November 25, 2019 NOV 2 6 2019 i -Via Express Mail- Michael Domino, President_ Southold Town Hall Annex 54375 Main Road Southold,NY 11971 RE: Permit No. 9550—Amendment Request 40200 Main LLC Orient by the Sea 40200 Main Road (Rt. 25), Orient,NY SCTM No. 1000-15-9-8.1 Dear Mr. Domino: Please view this letter as a formal request to amend/modify the wetland permit no. 9550 dated September 18, 2019 as an Administrative Review for proposed upland improvements to the existing restaurant facility located at 40200 Main, LLC (Orient by the Sea). As construction has commenced on the project, the project specifications have developed. The specific revisions include: 1. The original plans showed the south deck to be reconstructed at the existing elevation at 7.8' and the east deck to be reconstructed at an increased elevation at 8.8' to match the existing floor elevation of the restaurant. The current amendment includes reconstructing and raising the south deck to match the east elevated deck and restaurant floor elevation at 8.8'. The footprint and overall dimensions of the south deck will remain unchanged from the existing deck. The area of the south deck to be elevated will be 1247 sq. ft. which will provide a total area of the south deck at 1477 sq. ft. 2. The fuel tank overall dimensions have adjusted as per the manufacture. The new dimensions will be 17'l 0-1/2"length x 8'6" width x 7'11-3/8"height. The overall fuel storage capacity will remain as originally proposed at 1000 gallons gasoline and 4000 gallons diesel. The original permit incorrectly stated the overall capacity of the above ground tank at a total of 4000 gallons; however, in the application form and at the hearing the 4000/1000 tank size were referenced. - 1 - POST OFFICE BOX 1201 • 36 NUGENT STREET- SOUTHAMPTON, NEW YORK 11969-1201 a 631-283-5958 a FAX: 631-283-5974 3. Lastly, the owner has decided to demolish a small portion of the building located on the east side of the structure and the small second story section. This will bring the overall footprint back to the dimensions prior to the addition which was constructed in 2017. The area of the first floor to be demolished and converted into decking is 186.6 sq. ft. and the area of the second floor to be demolished is 320 sq. ft. The summary of the requested revisions include: Modification to wetland permit no. 9550 dated September 18, 2019 to elevate the south deck which was previously approved to be reconstructed in-kind and in-place at 1247 sq. ft.; install an above ground duel fuel tank at 4000 gallons diesel and 1000 gallons gasoline; demolish 186.6 sq. ft. of first floor area and 320 sq. ft. of second floor area located on the east side of the restaurant structure and installation of new decking in the demolished first floor area at 186.6 sq. ft. as depicted on the site plan and elevations prepared by Mark Schwartz & Associates, dated November 22, 2019. The owner believes these changes are minimal and hopefully the Trustees will review this request as an administrative application. In accordance with this request the following materials have been enclosed: A. Administrative Application review fee in the amount of$50.00 check issued by Inter- Science Research Associates, Inc., no. 19630, dated November 22, 2019. B. Two (2) copies of the fuel tank plans as prepared by Aero-Power drawing#APDW2085V dated 11/08/2019 C. Two (2) copies of the revised plans as prepared by Mark Schwartz&Associates, dated November 22, 2019. Should you require anything further or have any questions related to request please do not hesitate to contact this office. Sincerely, L' PD Lisa Poye Environmental Planner LP: 1p Enclosures LARowan-Orient\trusteeTRANadminamendmentcoverletter11222019.docx INTER6- aENCE Michael J. Domino,I lent �Qg11FF©(,��,0 '' Town Hall Annex �� = John M. Bredemeyer III,Vice�resident �, y� 54375 Route 25 Glenn Goldsmith c a P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams ?/dal �ap'r Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �2 � �v Completed in field by: r �a Inter-Science Research Associates, Inc., on behalf of 40200 MAIN LLC (ORIENT BY THE SEA);c/o RWN MANAGEMENT., LLC requests an Administrative Amendment to Wetland Permit#9550 to remove, replace and elevate 1247sq.ft. of southern deck for a total area of 1477sq.ft. (in lieu of previously approved 1418sq.ft.deck); install an above ground duel fuel tank at 4,000 gallons diesel and 1,000 gallons gasoline (in lieu of previously approved 4,000 gallon for diesel and gasoline); demolish 186.6sq.ft. of first floor area and 320sq.ft. of second floor area on east side of restaurant and install 186.6sq.ft. of new decking. Located: 40200 Route 25, Orient. SCTM#: 1000-15-9-8.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming'Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: />A A-rc:z,&-2b , AZ I&-12ze'l 0 v i on 444 a . le'uez) PSV mr� o I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other fE ��SufFO(k �, 'Michael J. Domino, President `�o�o oozy Town Hall Annex John M. Bredemeyer, ,III, Vice-President _e 54375 Route 25 Glenn Goldsmith r N ,? P.O. Box 1179 A Nicholas Krupski y o�.,T Southold, NY 11971 Greg Williams �ol , �a: % Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/z constructed When project complete, call for compliance inspection; ,�`�,'It•'lll%jai: _ ::���111••'lllj%j�',^ .....,_ .;;yllif•ll'lij�,. ^.\\i11;..,llj��,: � lv���111'•Illlij:. ///,� ;•11"IlIlii%•�.�.-.. .;;�j11�•'I'•�j��;, �! �uyil'.,tiu• \ J,+u...u.uu""•.•. 1��i+u ' 11 .._-._ •. ....G.�.w,u4'-•. (µau,G..., r '�\ f.;�uu aia, `\ -�iau` "%,ya•�. /fw*;, "�""".• .< '�i.�.� :..,Nu„� 6, _\ i— '�'�T"s"�,\ ' - :ilt^ ... ,..• _ - - � - - - - .• w)rp rc,.,n•mnrv,..n i..Wl nipn ma), 'UY,��+. . •: /m grrmmn re,gr.rm U�rmrr. •.rT••fr.uvgwA nrarr rn man rrrnnr.m.rc veyprttm U7:rgry,nF.,'!Mirtn{r.»ryi.,r�n;�,.rrrrQ:•Ufl•urgm��n.yrrrpiwrP[unn.ugnmr.n rr L Y l'r-^ <�lj -� �- BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK _ .;T�•NI � I � r PERMIT NO. 9550 DATE: SEPTEMBER 18,2019 ISSUED TO: 40200 MAIN,LLC (ORIENT BY TIIE SEA) do RWN MANAGEMENT,LLC , `:- PROPERTY ADDRESS: 40200 ROUTE 25,ORIENT r' SCTMit1000-15-9-8.1 w"t AUTHORIZATION Pursuant to the provisions of Chapter 275 of the';I Town Code of the Town of Southold and in '➢r,: accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 18, 2019, a % . and in consideration of application fee in the sum of$250.00 paid by 40200 Main, LLC and subject to they Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits i the following: I Wetland Permit for exterior renovation of the existing restaurant structure that consists of new windows and doors, I ' f; removing windows,installing windows in new locations,installing doors in new locations; closing window and door yeti openings; repair the roof as necessary; repair and replace the existing siding as necessary; install gutters to leaders to drywells for roof runoff; remove and replace the existing southern deck in-kind and in-place at 1,418sq.ft.with a I small raised section at 161sq.ft.near the restaurant;remove and'replace and elevate the existing eastern deck section }• , E,. in-kind and within the existing foot print at 1,093sq.ft.;reconstruct an existing exterior bar in-kind and in-place within the eastern deck footprint;remove the existing north entrance ramp at 305sq.ft.and construct a new entrance ;x ramp in same location at 197sq.ft.;remove a south access ramp at 58sq.ft.and construct access steps at 19.8sq.ft.; 1 construct new access stairs for deckingat 20.6s ft. new 45.6s ft.exit stair and landing;a new fuel area stair at 9• � q• g� 26.4sq.ft.; remove existing 1,000 gal.fuel tank and surrounding fence and install new duel fuel tank at 4,000 gallons :y <++ for diesel and gasoline,and install a 6'tall,551, linear foot long surrounding stockade fence; permanent removal of in-ground 4,000 gal.fuel tank; upgrade,repair or replace existing sidewalks surrounding restaurant; all restaurant r: work to be conducted from the landward side; and a debris boom will be installed and maintained during construction in the water surrounding the restaurant area in order to contain potential fly-away debris; and as depicted on the site plan prepared by Mark Schwartz&Associates,dated September 11,2019,and stamped approved on September 18,2019;survey prepared by George Walbridge Surveyors,P.C.,last dated August 2,2019, ( and stamped approved on September 18,2019; and site plan prepared by S.L.Maresca Associates,dated July 24, v2019,and stamped approved on September 18,2019. f IN WITNESS WHEREOF the said Board of Trustees hereby:causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 18th day of September,2019. COID COP - ,\_ � I � ✓ / yr � � ._. •�,�1 5 �F c . •�- ll' i•i•iau•�:•nLwu.•••u4..vwuawuv,G..••u•ryay...aU4v.<ril.uuwavuu.u•n•.•v. •_.uua...wa•v..uu.�.ivvuuaay.=• w•..w raxvJ.a•.•,vra.savvA•aQrvva•a,..u,.<vv•a=.vu...•vv..vwuvvwvuua4uu...t a.uvuiL.,av vMY(ulu.uuaa.xa: `�i _ ' r. _- :� F/ •\ `�`.� ." :�' / T� � / ,�Drys '� 'r"Tr.,�..mP^.i' vta,........,amfi"v'rr �..�nmm.._.mwm.n�"i �-. ^^m,m.., ..�, �- ,mm., � �..,..A' \nR�. ' o�^'.-� •� I' i TERMS AND CONDITIONS i The Permittee 40200 Main,LLC, 40200 Route 25, Orient,New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President QF SDUj Town Hall Annex John M.Bredemeyer III,Vice-President Qy®�O 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams S �� Fax(631) 765-6641 �l7��UNT�,�c BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 25, 2019 Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 i Southampton, NY 11969-1201 RE: 40200 MAIN, LLC (ORIENT BY THE SEA) c/o RWN MANAGEMENT, LLC 40200 ROUTE 25, ORIENT SCTM# 1000-15-9-8.1 Dear Ms. Poyer: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 18, 2019, regarding the above matter: WHEREAS, Patricia C. Moore, Esq., on behalf of 40200 MAIN, LLC (ORIENT BY THE SEA) c/o RWN MANAGEMENT, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 5, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, in accordance with Chapter 268, said application was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 18, 2019, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, , RESOLVED, that the Board of Trustees APPROVE the application of 40200 MAIN, LLC ` (ORIENT BY THE SEA) c/o RWN MANAGEMENT, LLC for exterior renovation of the existing restaurant structure that consists of new windows and doors, removing windows, installing windows in new locations, installing doors in new locations; closing window and door openings; repair the roof as necessary; repair and replace the existing siding as necessary; install gutters to leaders to drywells for roof runoff; remove and replace the existing southern deck in-kind and in-place at 1,418sq.ft. with a small raised section at 161sq.ft. near the restaurant; remove and replace and elevate the existing eastern deck section in-kind and within the existing�'foot print at 1,093sq.ft.; reconstruct an existing exterior bar in-kind and in-place within the eastern deck footprint; remove the existing north entrance ramp at 305sq.ft. and construct a new entrance ramp in same location at 197sq.ft.; remove a south access 'ramp at 58sq.ft. and construct access steps at 19.8sq.ft.; construct new access stairs for decking at 20.6sq.ft., new 45.6sq.ft. exit stair and landing; a new fuel area stair at 26.4sq.ft.; remove existing 1,000 gal.-fuel tank and surrounding fence and install new duel fuel tank at 4,000 gallons for diesel and gasoline, and install a 6' tall, 55' linear foot long surrounding stockade fence; permanent removal of in-ground 4,000 gal. fuel tank; upgrade, repair or replace existing sidewalks surrounding restaurant; all restaurant work to be conducted from the landward side; and a debris boom will be installed and maintained during construction in the water surrounding the restaurant area in order to contain potential fly-away debris;, and as depicted on the site plan prepared by Mark Schwartz & Associates, dated September 11, 2019, and stamped approved on September 18, 2019; survey prepared by George Walbridge Surveyors, P.C., last dated August 2, 2019, and stamped approved on September 18, 2019; and site plan prepared by S.L. Maresca Associates, dated July 24, 2019, and stamped approved on September 18, 2019. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 _Very truly yours, ?i c7h&ate"f J. Don�no President, Board of Trustees Michael J. Domino, Presidentar�o oyE Town Hall Annex John M. Bredemeyer, III, Vice-President 54375 Route 25 Glenn Goldsmith too h P.O. Box 1179 A Nicholas Krupski A Southold, NY 11971 Greg Williams *r'r Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: 40200 MAIN, LLC c/o INTER-SCIENCE Please be advised that your application dated August 5, 2019 has been reviewed by this Board at the regular meeting of September 18, 2019 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project— Pre-Construction Hay Bale Line Inspection Fee ($50.00) — (Silt boom) 1St Day of Construction ($50.00) '/ Constructed ($50 00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30- Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit Permit fees are now due. Please make check or money order payable to Town of Southold The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES- TOTAL FEES DUE: $ 50.00 BY: Michael J. Domino, President Board of Trustees Michael J.Domino,President �QF SOUry Town Hall Annex John M.Bredemeyer III,Vice-President QOl0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith l [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 Comm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 19, 2019 Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969-1201 RE: ENVIRONMENTAL DECLARATION OF SIGNIFICANCE PURSUANT TO NEW YORK STATE ENVIRONMENTAL QUALITY REVIEW ACT NYCCR PART 617 40200 MAIN LLC (ORIENT BY THE SEA) c/o RWN MANAGEMENT, LLC 40200 ROUTE 25, ORIENT SCTM# 1000-15-9-8.1 Dear Ms. Poyer: The Southold Town Board of Trustees adopted the following Resolution at a meeting held on Wednesday, September 18, 2019: DESCRIPTION OF ACTION: Inter-Science Research Associates, Inc. on behalf of 40200 MAIN, LLC (ORIENT BY THE SEA), c/o RWN MANAGEMENT, LLC requests a Wetland Permit for exterior renovation of the existing restaurant structure that consists of new windows and doors, removing windows, installing windows in new locations, installing doors in new locations; closing window and door openings; repair the roof as necessary; repair and replace the existing siding as necessary; install gutters to leaders to drywells for roof runoff; remove and replace the existing southern deck in-kind and in- place at 1,418sq.ft. with a small raised section at 161sq.ft. near the restaurant; remove and replace and elevate the existing eastern deck section in-kind and within the existing foot print at 1,093sq.ft.; reconstruct an existing exterior bar in-kind and in-place within the eastern deck footprint; remove the existing north entrance ramp at 305sq.ft. and construct a new entrance ramp in same location at 197sq.ft.; remove a south access ramp at 58sq.ft. and construct access steps at 19.8sq.ft.; construct new access stairs for decking at 20.6sq.ft., new 45.6sq.ft. exit stair and landing; a new fuel area stair at 26.4sq.ft.; remove existing 1,000 gal. fuel tank and'surrounding fence and install new duel fuel tank at 4,000 gallons for diesel and gasoline, and install a 6' tall, 55' linear foot long surrounding stockade fence; permanent removal of in-ground 4,000 gal. fuel tank; upgrade, repair or replace existing sidewalks surrounding restaurant; all restaurant work Page 1 of 2 to be conducted from the landward side; and a debris boom will be installed and maintained during construction in the water surrounding the restaurant area in order to contain potential fly-away debris. Located: 40200 Route 25, Orient. SCTM# 1000-15-9- 8.1 S.E.Q.R.A. NEGATIVE DECLARATION-OF ENVIRONMENTAL SIGNIFICANCE: WHEREAS, the Southold Town Board of Trustees are familiar with this project having visited the site on ,September 11, 2019, and having considered the survey of property by George Walbridge Surveyors, P.C., last dated August 2, 2019 Elevation Datum NAVD 1988, existing marina conditions site plan by S.L. Maresca Associates, Hampton Bays dated July 24, 2019, and partial site plan by Mark Schwartz &Associates last dated September 11, 2019, at the Trustee's September 16, 2019 work session; and, WHEREAS, on September 18, 2019 the Southold Town Board of Trustees declared itself Lead Agency pursuant to S.E.Q.R.A.; and, WHEREAS, on September 18, 2019 the Southold Town Board of Trustees classified the application as an unlisted action pursuant to S.E.Q.R.A.; and, WHEREAS, in reviewing site plan by Mark Schwartz &Associates last dated September 11, 2019, the Board of Trustees has indicated no significant adverse effects to the environment are likely to occur should the project be implemented as proposed as all restaurant work will be conducted from the landward side and a debris boom will be installed and maintained during construction in the water surrounding the restaurant area in order to contain potential fly-away debris. THEREFORE, according to the foregoing, the Southold Town Board of Trustees Approve and Authorize the preparation of a Notice of Negative Declaration pursuant to SEQRA for the aforementioned project. Very truly yours, Michael J. Domino, President Board of Trustees Page 2 of 2 hr.nt Vii n co OMEN' POINT SITE PLAN DATA FROM GEORGE WALDBRIDGE SURVEYORS , PC SURVEYED 01.03.19 SCTM# 1000-015-09-8.1 AREA:202,276 SF/4.644 ACRES ELEVATION DATUM IS NAVD 1988 O °zz � � > 0 YV� M ISz Ci o� Wc. pW �Zo O� M u ` p W OpW W " " � • W w b " 15'-4" / J (3)-FINGER DOCKS 5'-211 ,'pc'N .� 9'-3" LONG /�RP� ,5� 4- e �.� cfl 3'-4" WIDE AT BULKHEAD 63 .� 1 -8 WIDE AT TIP r_ " KH�PO ` ": U) r N . d 1 8 ,.1 g�L � " 6 — ' '- 9p 'ocu / 11'-2" A G W Z \ERNM1;Nj / , �� " v O J Q ,E 5 P�Srso I Pp / N Q 36 3 29 6• �� _ �/ tB 16 v g co o �' o -1--, / m a 6 3Z a / ry 00 co 12 1 01C • ,�6p 0 o 61-911 a r • o 21 1b ro P .1 //!/ • 1 5 11-8" (J 3'-1 11 ' \ ¢ '' 0 ,., ' • t5` � b o 1-91 (S! A F W'� • N W O N eb /�2-1 oPILLm 14 c�CIO .6 N"` LL 1 5 Z • ti .16 n �� z • Zw a / • • a \' / 1O NOt �CE55 / ` G �, 21- 1 9 • = z 0 71 CL 0ENE ao A — B ZO O, 111-711 az i o N x O zo 10 0 16 11: -9 16'-10" ?% o 1 11 a –/ __ >�� 73 ��ld • 3-10 a P s W h p – , � � r q� C--, -`, �s '� o 1 V / 525gPC � K �- ° � v � ,^ � —Q 4'-4" v'• G 1 �X uc� A. \Ls 16 13' „ ` o/ ' n• oS 3 . a LL NpE m m16 2 a - / tI AUG 2019 35 6 21-11 ZI Z y o FE /� a " w ¢ ` (2)-FINGER DOCKS N w �j— \// 1' a o - o " �OfN LL w – 24-0 LONG So; T is v;n m N m K • � GO 3'-0" WIDE AT BULKHEADn W z c U 12' $ e �o z- 4 a 1 - " WIDE AT TIP - o 10 Q6. z ° q W ,{ Z__• , 6A •• w so o W v w z �fYm • .� N e '-1 11 l� e N18°46y .01 m t'c e a a � G1..1 • � u gULKNEn _ w z e 'O/ " '" � W 30-1" �NEPO 4 a 1 ' ' v�- N 000rfjo = Q Q `� of MooE� _Z 0 i 5 Z Q b M O W C Cr i O G %Cl _ ^ / A o M a 1 \--W— C�w ` ^ ALL " i — ^ �./ o J a e / " Z ION a v �MI`'ION W ,LL U ^ A .o ro / O 57ATE PARK G NiFLONG15' EXISTING CONDITIONS SITE PLAN In � � SCALE = 1 :40 O W LL Z W h " w w w m *ALL DIMENSIONS ARE SCALED FROM WALBRIDGE " SURVEYORS EXISTING SITE CONDITIONS SURVEY " APPROVED BY BOARD OF TRUSTEES — —�� TOWN.OF SOUTHOLD DRAWN BY: KM /IVATERO DATE M,p, R fig, �q DATE: 07.24.19 EOA 8 R N ROAD SCALE: AS NOTED SHEET ,% D OF 1 SHEET 1186-26 DC 14969 AM047 MAP OF PROPERTY SITUATE ORIENT POINT ; Town Of Southold, Suffolk Co., N.Y. �uAUG 5 201 Scale: 1 "=40 ' , Area. 202,276 S.F. or 4. 644 Acres VOL +5.9 + p?,®ADPAVED +5`9 _ �6 +6.2 +6.3 O CONC. ` Certified To: +6.6 i� ' EV +7.2 5 - +6.4 1 T 2 .,,. �wPE .4 1 ��EM '' +6.7 • +�2 40200 Main LLC +B.B� \ +7.6 +8.7 +6.7 7.0 +7.1 +7.4 Westcor Land Title Insurance Company +6.9 ^'OF - /� �`� ,\ ,,�,,�^""�'..• � +6.9 PAVEMDGE EN7 / /\ 7 +6.9 +7.1 \ o 1 PAVED Z +7.4 1 Fd. +8.5\ +7.3 + \ PAVED 1 J \ \ +5.9 3D�GM {;\+ a\ a +7.2 7.0 PARKING _ \ APPROVED BY •(0 --Z1 WELL _i ` +fi.s \ +7.0 ' s +sa Or5.7 6J --� o +7.1 J +6.9 +6.9 \ ` +5.5 `\ �, \ BOARD OF i t�USTE +7.7 STATUE \!�0` ` \ J \ \+6.8, +6.8 ES +67 r +'° \ TOWN OF SOUTHOLD +4.8 6. o +5.6 +6.7 6.8 NPA c; + BD s-st +6.4 ° " f� A!, +5.8 +fi.4 PIUNo S \ +7.8 DATE eP Dom is 2oiq o+B.3 J +6.3 \`+5.8 0 o OOG� ,� ° o , +6.2 I +6.3 � +6.6 \~i \ / +6.4 \ ! DOCK +6.2 +8.0 +6.5\ °PALINGS -� 0 \ \+5 8 } e , ° UNDERWATER +6.3 \ +7.6 +Z' \ \ m LAND v ?J \ o PILINGS \ ° /l I 1 , +7.4 1 o V 'k PAVED +8.1 PARKING , o ) +fi.4 1+5.9 1+5.9`. \ +8.2 ( ` poGK o N� �N I +fi.7 +6.4 � +6.1' +Z9 c L 000 `'a KNFyO GWVFCNGE BSE �. 6' S.7 +7.8 FP �G ` MC W.7.6 7 STEP +6.3 +6.4 �+5.9 / 8,5' +6.1 +6.2 ` 5.9 WPL� 08.2 AC STEP -n ® I + M�- F.F. UNITS 9 I +7.3 0 8.3 DECK 41 8.8' 26' o z ® 6 �'�• +6.4 PAVED +6.5 /7.4 5 7.8' v \ BAR i N +5.8 / +6.5 +8.91, r ,1, BUIL L DECK G, F.F. 1 vm 8.4+ �, N 8.8' 3.9 6.1 ` \ (+6.8 + 0 8.7) \ 4C 20 6 LONA RAMP \ +7.5 o ® METAL \ EL. -n \ COVEI:S �,; PAVED 7.8' c, \ p. c�'n, ( 6.3 4 0 +6.9 Z� JIP�L DECK K = o, 0 0 +6.6 BRICK pIR� OENEP 0 v \ 46.1 DIRT BOO( I 6.3 ° + c 1 e L6'1' O METAL +7.3 ® 9n O `COVERS 0 � ° +5.8 45.9 ® Z +5.7 \ \ o ° +�a +5.3 BDL�RpS +6.1 I PILINGS o e 6.1 \ +5.9 ° e +7.6 +5.6 +5.,9 ON cook. +6.2 `n!\p -T m F.F. ',\ G GAR. F.F. ` ° o r\\J 16.2' -3 3 � } o \\ L ® \ DECK \+6.0 £ e \ \ StEP +6 a ° e 6.2 \\ \• \ w 5.9\ ° , \ \ +5.8 ° 6.1 PILINGS +5.9 o DOCK 0 ® \\ \ +5.6 5.9 PAVED o ice. UNDERWATER 0\ +8.5 LAND e ® 9.5+` ��� +5.6 e V +8.5 +5.8 +5.9 0 ° PILINGS 8.7 is 1 +5.7 5.6 I \\ + V ® \ r �\ D0GK +5.7 +5.7 +5.6 \ PILINGS +6.3 6 , .r i' .� .8 $ +5.8 +6.2 GRAVEL 1'✓ 16 A +5.7 +5.5 + ,r +6.4'0"� 4. +6.6 +6.2 \ 5.3 1 +) ® f +6.4 \ + + /�2 +6.8 \ \ +5.7 5.2 +6.3 B+ �s %+5.8 , \ \ +5.8 n 6.3 �• +8.7 i a' v\ \ +6.4 prof 0 � o Q \ F g \PAVED �Zv\®\ 6.4+ +6.7 ` F +7.4 0 +7.4 +6.7 r> GRAVEL i -. J \ + \ 5.6 +7.5 zm \ \ +7.5 00 J +7.3 +7.4 70 \ 1 5'8 1 +7.3 C) C_ +7.4 GRAVEL +7.6 0 EXISTING �Z +7.3 FUEL TANKS -' +7.7 !y0 AND PUMPS ® � \ O TOWER GRAVEL + + +• / / rj �O TO C \� a 7.8 / \ 7.4 1 rO REPLACED \1P+\\ \ I ' / O GRNOE �� 10.0+`� \ \ + +7.8 K r / +5.8 KHfI ROP• iD.5+ +8.2 ( / gUL P PROP. F.F " + Co \ J �J / FUEL � ', TL','; ;, 7.8 'r EXISTING INGROUNn GONG \, (cP �� `r \ 1 +7.3 :^+ 6.8/ 4 g, 8.2 / \ tai FUEL TANK TO \ „-- ! ��Fp i� + `� � J �'; h O PROP. + 3 +8.5 +8.5 4e + / U REMOVED - 1 \� f STEP � i',J. v., � �\ G n FUEL- + o cA, z, ,�',�r' o.�. 5.7 / GO0 O MC \ PUMPS 10.3 ') 5' G� `11.9 1 I r +7.4 WP MC e✓\ AC PROP. F.5 �!1 1 O X11 1/ +8.6 l l UNITS / STEPS (((�� J / F.F. / +7.8 t EXISTING RAMP& DECK 4 1' 8.8' ALCOVE TO 26 9 +10.5 1 8 5 \ +8.5 r j &M1REPLACED WITH ADA[IiNC TO BE REMOVE5 BE CLOSED EL + / /+5.8/ �a COl4PLL4NT FOR CLOSET ' r`oq 9.2 + / O V- PA'.fP & LA`!DlNG 7.8' ) 8.5 EXISTIN:eDECK ® 9' ` +7•AfP +6.71 0v I PROP. REPLACED 110.3 I I f / l 5.7 LANDING OE BAR & RAISED /� - \1G\NG No FENC /\ \+10.4 \ / /+ \, 0U DECK COASTAL EROSION HAZZARD AREA UNE PT's CERA PHOTO NO 31-693-83 ( q I 8.6 F.F. TOWN OF SOUTHOLD + ` KEY NY 0 8.8 LK SHEET 22 OSUFFOLK F 49 �� 9.6 f 1 / �- SIGN WP DATED 8/29/88 ! 'S o 8.5 / / Q i \\ e + h'- BR BRICK N� q26 \ I 6.7 CB CATCH BASIN LL A_ o 2 � IJ 0 CC CONC. COVER O 2G 6 �NG J�11,U r r`(' r) / /1 / 1 I // / CM CONC. MONUMENT ' DW DRY WELL O AC U` TPF' EB ELECTRIC BOX METAL r. IXISTI^; DECK ".:,' C * / EM ELECTRIC METER PROP. EL. 1n BE „- 1 +_O.4 rn EOP EDGE OF PAVEMENT 5.9 COVERS FENCE 78. REPLACED EOC EDGE OF CLEARING O PAVED PROP. o O ��, LL STAIRS DECK r +-Os M1, EV ELECTRIC VAULT c WP FP FUEL PUMP PAVED ;�� I`�r - - . -, �11,^:� �4> FT FUEL TANK REMavE IXISTTraG 4 DECK o r `.- GM GAS METER RnrP& REPLACE 'j ' -, +-2.7 c}'@. GV GAS VALVE O WITH NEW STAIRS BRICK PIR j ' HYDRANT ULK(VA HYD IRRIGATION BOX 6 LB LIGHT BOX O OIRT O o LP LEACHING POOL 0 LTP LIGHT POST MC METAL COVER MHW MEAN HIGH WATER O O OH OVERHANG PL PROPERTY LINE METAL O PT PROPANE TANK 0 O COVERS S STEPS SP SLATE PAVERS IMPROVEMENTS �/� �T�j �/��j �rT C ST SEPTIC TANK DETAIL OFT PROPOSED 11 '1 PR O V L/1V1 LJ 1 �1 1 IJ TB TELEPHONE BOX UB UTILITY BOX UP UTILITY PANEL WM WATER METER Scale: 1 "=20 WV WATER VALVE TBR TO BE REMOVED TL TRAFFIC LIGHT TP TELEPHONE POLE NOTE: Revised: Aug. 2, 2019 - Proposed 1). Unauthorized alteration or addition to a survey NOTE: map bearing a licensed surveyors Seal is a Revised: June 26, 2 019 - C E H A Line & Area C a I c s. violation of section 7209 of the New York State BEARINGS DEPICTED HEREON ARE u ry ey e d: Jan. 3, 2 019 Education Law. RELATIVE TO NORTH (NAD 83) 2). Only copies from the original of this survey map bearing an original land surveyor's inked seal or & ARE ROTATED ?4°05'54" COUNTER CLOCKWISE 0 F N f embossed b ssed seal shall be considered to be a valid FROM PREVIOUS DEED BEARINGS Q �N\JSTI/Vi O copy 3). Certifications indicated hereon shall run only to ��- y�� GEORGE WALBRIDGE SURVEYORS, P.C. the person for whom the survey is prepared, :a L and on his/her behalf to the title company, � m0 Land Surveyors (1C Land Planners governmental agency and lending institution AREA CALCULATIONS ►- I listed hereon. Certifications are not transferable r to additional institutions or subsequent owners. n t �-� 300 Pantigo Place - Suite 116 Certifications indicated hereon signify that this AREA TO TIE LINE = 202,276 SF. O survey was prepared in accordance with the AREA UNDERWATER = 97,299 SF. �` East Hampton, Long Island, N.Y. 11937 existing code of practice for land surveyors adopted N by the New York State Association of Professional AREA UNDERWATER IN BASIN = 87,404 SF. �� 077 ��J Phone: (631) 324-0412 Fax: (631) 324-9849 Land Surveyors. AREA OF BUILDABLE LAND = 80,585 SF. S 4}. The existence of subsurface improvements or AREA OF LOT COVERAGE (BUILDINGS) = 3,894 SF. ANS E-mail: info@walbridgesurveyors.com encroachments, or wetlands, or easements, covenants, or restrictions of record, if any, not shown are not certified. Elevation Datum NAVD 1988 S.C.T.M. 1000-015-09-8.1 chk'd dw - 8/2/19 c:\land project\orient-by-sea\dwg\carlson\proposed-8-2- 19 REVISIONS: O DOCK (Typ) O PILINGS 0 O o O ° EXISTING O ° BOULKHE,�D 0 0 0 EXISTING 50.0' X 5.0' RAMP EXISTING FENCE TO BE AND 10.0' X 6.7' LANDING REMOVED AND REPLACED TO BE REMOVED AND REPLACED NEVA FENCE ° WITH NEW ADA COMPLIANT --- ----------------X-, 28.8' X 5.0' RAMPCAND ' EXISTING INGROUND AND ABOVE, i PL;T�K x ' GROUND FUEL TANK TO BE 8.0' X 6.7' LANDING � � '`' REMOVED AND REPLACED - INSTALL FIREGUARD ABOVE GROUN " SPLIT TANK (DOUBLE WALL) CLOSE OF ALCOVE E?ISTING --��" ""'- FUEL UMP [4000ga1 DIESEL, 1000ga1 SAS] NEW 5.0 X 5.0 FOR UTILITY CILOSET EXISTING g'_6"w X 13'-11"I X 9'-4"h LANDING 3.0' X 10.7'' UEL UMP REMOVE EXISTING (2) FUEL PUMPS AND REPLACE WITH o PROPOSED (2) FUEL PUMPS EXISTING FENCE RELIANCE G5200 0 TO BE REMOVED RESTAURANT Q 3'-0"w x 1'-8"d x 41.5"h a coo Q 0 C C) ° T EXISTING DECK z REMOVE EXISTING X RAISE +/- 11.5 o 0 0 N `r RAMP AND "REPLACE NEW FENCE EXISTING DECK PLANKING, o WITH NEW STAIR -- --- `-' - — BENCHES , TABLETOPS, EXIST. d- --- --- NEW LANDING RAILING TO BE REPLACED o WAL - - - EXISTING DECK --------______- -EXISTING DECK PLANKING, BENCHES, R -----------RAfLEN=TSD BE-R-E-RD LAC - ---- --- A o ------- -- :: :::::: -- M APPROVED BY N - 0 BOARD OF i RUSTEES M o O ----- TOWN OF SOUTHO�C� _ � m � � �" OLLARDC D ---- ---- , O J �X� R ��� -_- VVV HEAD --- ° o O DATE SSP 2�ie t (, L o V ° Ln U t-1 .cu t.+ I v ° O 0 O I. x O it 0 0 iS ENE, W EXISTING x - BUILDING 4 0 i x ° ENO o o ° PILINGS 0 PARTIAL SITE PLAN n _ n 4 x SCALE: 1 - 10-0 U O DECK X STAIR PILINGS ° � r-"% O cDRAWN: MH/MS O SCALE: JOB#: •"� 9/11/2019 CF 14 ° SHEET NUMBER: O S-1 REVISIONS: li l 777 7777777=7 I II ! I MD � L�Lfv� ! ' REPLACE/PATCH ROOFING, - - - - FASCIA AND RAKES AS NEEDED RE-PAINT EXISTING SIGN I �! I REPAIR/REPLACE EXISTING EW EXIT DOOR III Hill I SIDING AND TRIM AS REQUIRED FROM KITCHEN REPLACE EXISTING RAILING REPLACE EXISTING RAILING NEW SERVICE LANDING,RAILS 42"h CABLE RAIL SYSTEM 42"h CABLE RAIL SYSTEM NEW FENCING I Yy Hill 11 IM INSTALL NEW .REPLACE EX.• PERIMETER- PERIMETER - - LATTICE P DECK STAIR �-ly � LATTICE P EXISTING RAMP TO BE RE-CONSTRUCTED TO CODE PROVIDE ADA INSIDE RAIL AS REQUIRED BUILD NEW DECK OVER EXISTING. REPLACE EX.ENTRY LANDING,ELEVATED DECK TO BE ELEVATED,FLUSH WITH TOP DECK TO FLUSH WITH FINISHED FLOOR AT BAR AREA FINISHED FLOOR A AT BAR AREA RELOCATE AS SHOWN ON PLANS WITH NEW DOOR LOCATION DNELEVATION PROPOSE ORTH � Q o SCALE. 1/4 — V-0" � W � � z � z o �o � o � o 0 d- 0 N m m o V om ;:; 7a T'l ° .i� y; m � � v Lnu co D nnQ DD nQ o p D Nw � cn W r-i u ED a a N ------------ u rin a 5� EXISTING NORTH ELEVATION V SCALE: 1/4" c 1 -0n / I i I . DRAWN: MH/MS SCALE: OF JOB#: 9/11/2019 SHEET NUMBER: A- 1 REVISIONS: Ili I I � I � I CUT BACK EXISTING 24 OVERHANG TO 6" REPAIR/REPLACE EXISTING SIDING AND TRIM AS REQUIRE O 'ice u v o REPLACE EXISTING NEW SERVICE LANDING, $g SIGNAGE RAILING,RAMP REPLACE EXISTING RAILING 42"h CABLE RAIL SYSTEM NEW FENCING INSTALL NEW PERIMETER REPLACE EXISTING DECKING 77-1 LATTICE(TYP) 16 REPLACE EX.RAMP INSTALL NEW PERIMETER LATTICE(TYP) WITH NEW STAIR PROPOSED WEST ELEVATION u SCALE: 1/4 - 1 -0 � QQ d 0 w � z z o W o o O d' 0 m o cn ca a, m o " U O � >m' go Lo w gm ' u � , ,[ A C V cu v N � wE=4 � w u V )NMI V x t EXISTING WEST ELEVATION DRAWN: MH/MS SCALE: SCALE: 1/4" = 1'-0" �~�'.�+x3 ���� JOB# a OF 3� 9/11/2019 SHEET NUMBER: A-2 REVISIONS: i I itlll i I e o e e Q�A�Q���� QQQ RE-PAINT EXISTING SIGN j REPLACE/PATCH ROOFING, FASCIA AND RAKES AS NEEDED UT BACK EXISTING 4"OVERHANG TO 6' REPAIR/REPLACE EXISTING SIDING AND TRIM AS REQUIRED I � REPLACE EXISTING RAILING REPLACE EX TING RAILING 42"h CABLE RAIL SYSTEM 42'h CABLI RAIL SYSTEM NEW FENCING BUILD NEW DECK OVER EXISTINGol . DECK TO BE ELEVATED,FLUSH WITH 141 AFINISHED FLOOR AT B ol Elm I E L AREA INSTALL NEW PERIMETER LATTICE(TYP) PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" � d � w � z o W O � o O d' o m v M 'COO p X O cz s � m U [E§'Tz�uD e H IT oRv DI 0000 � E l � � N � w3 w oll Jul u N EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" � 3 r DRAWN: MH/MS SCALE: JOB#: 9/11/2019 SHEET NUMBER: A- 3 REVISIONS: 4T REPAIR/REPLACE EXISTING SIDING AND TRIM AS REQUIRED REPLACE EXISTING RAILING 42"h CABLE RAIL SYSTEM NEW FENCING BUILD NEW DECK OVER EXISTING. INSTALL NEW FINISHED FLOOR AT BAR AREA _ PERIMETER LATTICE FYP) REPLACE EX. DECK STAIR PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" q C) � w � z o W O o O O O -H all d' a N 41 m m u = � m 2 .G — o.. � �s m O v O r. � Icu � � U r, m 00 O d1 N � w3 a - rm w �!I V ' i O F-1 H Ao �r .i_ EXISTING EAST ELEVATION DRAWN: MH MS SCALE: SCALE: 1/4" = 1'-0" JOB#: 9/11/2019 SHEET NUMBER: A-4 REVISIONS: (3)2X12 GIRDER (3)2X12 GIRDER 9r_5%2n itr I r r II 3�-8" 2'-9%2" 3'-011 J' � W -_ Cly u- — (3)2X12 GIRDER — _ — - Q , 0 I I — LU w 2X10 EX FJ(116"OC V'I x NI i I O � IN N NLu II 1� EXISTING FOUNDATION (3)2X12 GIRDER BUILT UP SLAB - -- - — - - -- , I p p I 12"dia.CONC.PIER 00 N I O ' W/1-1/2"HELICAL PILE 1` I 00 1 I , 6X6X3/8 CAP(TYP) EXISTING CRAWLSPACE r � II W W oll I °° ce all Q 1 I N 2X10 EX FJ P,16"OC , V N I EXISTING CRAWLSPACE II^ I N NII I O , 2X10 FJ 016"OC 1 ' ' 1 3-5 1/2 TOS-BOJ _ _ (_3)2X12 GIRDER -— (3)2X12 GIRDER , BLK FOUNDATION Q.- L I I ►� O 1 1 I 1 1c I W ° i u W 0o N u l i - I o ^ o r - - - , 1 N 00 V U 00 I I I TRAP I `~ x X n DOOR I N ry t I I 1 1 L - - - J 1 I r _ _ -J i I I 1 t I EXISTING CRAWLSPACE - - 2X8 D1 16"OC10 1 STRUCTURAL SUPPORT r I UNABLE TO BE VERIFIED 00 i 00 _ I 0 I 1 10I O I 1 00 1 I Z 1 I W I 1 Q o O o � 7J 1 I NO d- O — Q — E3 . � — 6X6 POST_ — Q.� — Q I (2)2X10 GIRDER (2)2X10 GIRDER ^� o 9'-8" 9'-8" 9'-8" ISP) 9'-8" 9'-8" 11 o _ 1 00 I I I ry 0 p O- D I ce N N x 00 ... r r p O 6X6 POST 1 N 1 X P) I00 (22X10 GIRDER is I I 9''73/4" �� — — '{� �2XIO GIRDER r O 10 1 _ - N0, I 9-73/4" — 6X6 POST I _ — I �i 4 m ai o M I 9'73/4" — �� —(11 P) 81-2" 2 2 — — N — O 1 X �, _. v � M �X10 GIRDER �__ I 7'-8" —. N O � 9'-73/4" E) — 0 u ""'f 9t-611 — N 9,'73/4„ 6'-Orr, J T3 z w 3'-Orr 8'-O%4" o u N. _ 8'-O%4" x Q40 " _ I m A � _ t � u M _ _ 8'-O'/4" �n I (2)2XIv clRp--" — — — — _ — — — — — _ _ � CI , ( OGIRDE_��" � 8''O/4" �, 10"dia PILING - F (7YP) (2)2XRDER —- -77 _ NOTE DIMENSIONS OF STRUCTURE ARE AS OBSERVED W (1)2X10 GIRDER _ —_— _ _ _ I I AND MEASURED WITHIN LIMITED ACCESS IN FIELD M 9'-2rr 10"dia PILING — • .. �� --- L _ — — 9,-2„ (1)2X10 GIRDE�"' _ _ _ _ — _ —= _ _ _ _ _ _ I Q ----. _ J t 91-21F10"dia PILING (1)2X10 GIRDE "' � N (Typ) 9'-211 E=4 EXISTING FOUNDATION PLAN SCALE: 1/4" = t'-O" '61 011 / FAQ + DRAWN: MH/MS SCALE: JOB#: 9/11/2019 SHEET NUMBER: A-5 REVISIONS: 20'-81/2" 53'-4" 10'-8" 16'-0" 10, 50'-0" 10'-0" ACCESS OPNG O GEN EXISTING RAMP EXISTING LANDING 00 .�. EX.1000 GAL.DIESEL FUEL TANK N 07 S ® EX. ATH O EX. BATFQ L jcDj 91-4" EX. OFFICE EX. BATH Ll od%EX. HALL I I i RAMP i rn ® � DN WOOD SHELVES r - — ' _ _ _ _ _ _ _ _ _ ic I ATTIC — — — — — - - - - ❑ I STAIR EX. UTILITIES ® ® ® — — -2X10 FJ 016"OC — — — — — — — — — EX. STORAGE EX. STORAGE - ------ ----- 0 0 N © ' ® SERVICE D". PANELS EX. RESTAURANT �� ,� © FREEZER 2X10 FJ 016"OC i 'O ; ® =- Q7 1® ® - EXISTING KITCHEN I I I I ; EX. BAR CATHEDRAL CEILING i ' — — — — — — — — — — — — — — — — — — — — — — II . �_- 5 ' _ II ® ® ---- ---- I F-- -- ---®--- ® ® ® ' ® I I E..� , L i 3 I I I TRAP I ►--� DOOR I I _ O IIS I t- EX. BARcn -------- "— — — — — — — — — — o Hw�-yy o RAMP i EXISTING EAST DECK N O DN O =j N Ca fo O N v N 4. c� m ai v x � v EX. RAMP LNDG. ¢, CZ EXISTING RAMP w v � 21'-0" 10'-101/2" 42'-2" 26'-8" .C'Z � uco F-f EXITING SOUTH DECK w to O N d x s~ f'- � f 3 48'-gpf ~i•'''� 4 f s DRAWN: MH/MS 21-0" '*t�► �- 1� SCALE: JOB#: 9/11/2019 EXISTING 1ST. FLOOR PLAN 34'-6" SHEET NUMBER: SCALE: 1/4" = 1'-0" A-6 REVISIONS: 0 zo EX.OFFICE O CIA 0 O p cl u :1 U U) 00 m C'4 cu r. o E=14 u 0 U) EXISTING 2ND. FLOOR PLAN SCALE: 1/4" = V-0" 0¢ 4 DRAWN: MH/MS SCALE: JOB#: 9/11/2019 SHEET NUMBER: A- 7 REVISIONS: 5'-911± (TYP 71-51/2" -- -------------.". --------------•==♦---------------=-h---------------•==~--------------k'---------------------." I,❑ I 101 I ❑ I I ❑ I 1,C) I I,❑ I I C),I a a CYa 1 Qr 1 Q O I oo j 00 00 ! 00 ' 00 + v " N i x - n X 2X8 ACO Cd16"OC N ^i ' opp 00 5 -0 � ! y IN -- ---------- -'�0y-- --ak-- -yUr- -~•0~- I♦�® - !1 I 1 1` 1 I bo — t�❑ I I ❑I 1 V V ." 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COLUMN LOCATION ABOVE — " ce _-� -----... 0 0 C I N v I_—_ a0 9z1 Q w l D TRAPR i X N OO I 1 X I x '- - - - -i-_-- 1"' I Z Z r —� —/f i z _ o � j EXISTING CRAWLSPACE - - EX 2XB J 16"OC O I STRUCTURAL SUPPORT 1 I O I UNABLE TO BE VERIFIED `- i ' 3/4"X7"X12"BASEPLATE w/ 3/4"X7"X12"BASEPLATE w/ 1 I (2)3/4"X16"ANCHOR BOLTS (2) 3/4"X16"ANCHOR BOLTS / GROUT CELLS SOLID(TYP)AT GROUT CELLS SOLID(TYP)AT COLUMN LOCATION ABOVE COLUMN LOCATION ABOVE C14 cn EX.6X6 PO T I I off I M O I EX. (2)2X10 GIRDER EX. (2)2X10 GIRDER ----_w 5. +' i I (n'p) i u o '" 1w fir.., ° .� u X o w I EX.6X6 POST ( (Typ) X ���N N ..��„�EX. (2)2XI�DER I-- w X i- X_�`I c� u 7 �m cn r E )2X10 GIRDER — — _ If_ 00 _ 6X6 POST (TYP) 2 2X10 GIRDER-- — -- — — — — I El co N NOTE DIMENSIONS OF STRUCTURE ARE AS OBSERVED 27X10 GIR'D R - - _ _ _ - _ I AND MEASURED WITHIN LIMITED ACCESS IN FIELD ^� _ _ _ _ _ to BUILD UP DECK E X1oGIRDEER_ �--- - - II EXISTING STRUCTURAL SUPPORT TO BE REVIEWED OVER BE FLUSH EX. 10"dia PILING _ - - - - '- - _ _ BY ARCHITECT WITH GENERAL CONTRACTOR (TYp) EX. (2)2 ORDER"�"'�-� - - - r,_ ] I PRIOR TO COMMENCEMENT OF CONSTRUCTION WITH BAR d" _ I EX (1)2X10 GIRDER �-�.. - - _ - - - _ _ _ It �- J CA _ I ,�, EX. 10" 1 I I � I dia PILING _ -'_- - - EX. (1YP) �.. _ BT�KFiEAD_ - - _ - - - _ _ I I (1)2X10 - -(�•/}---_ r L — — — — — GIRDER `` � =- _'- _=_ _ _ _ _ _ _ _ I I I ♦o�' 'r"' . C I� EX. 10"dia PILING EX�)2X10 GIRDE_R J DRAWN: MH/MS PROPOSED FOUNDATION PLAN �- SALE: JOB#: SCALE: 1/4" = 1'-0" 9/11/2019 SHEET NUMBER: A-8 22'-6" REVISIONS: FENCE t 28'-9" 8'-0" W W1s LL 4 El 01 POP SE N PL rL LL, RECONSTRUCT RAMP REPLACE JOISTS,DECKING,RAILING GEN OO gal O z REPLACE JOISTS,DECKING, RAILING FU T K LL 5'-p„ FLUSH in MIN.5'WIDE w/INSIDE RAIL- EQ EQ 00 I LANDING TO BE ADA COMPLIANT,1:12 SLOPE I EXISTING DOOR (0 .- ' rPEREMAIN - ---DELIVERY NEW ENTRANCE LANDING NTRANCEE D I I OrFQ NEW JOISTS,DECKING,RAILING3'.0" ------ .-• rJ O --------- y__�__: _ _ �;. -_� - - - . _ 4�� 10 0 L. ES FU A �: y (EMPLOYEE SERVICE USE ONLY) REPLACE `` "- C 1 ISTING DO ° � I O RE O D I sA -------------- 53' ------------ 53' 0 0 I I IR EL - -- I EXISTING OUT ______ (2)2X10 HDR € I I , " � � :UEL TAN AND PUMPS PROTEIN EX.� MECHANIC Ls �, �, I DRY STORAGE TO BE UPGR :MOVED 16"d SHELVING 9-0X5-0 COOLER I I , , ' TO BE , mI J , , AND ELEVATED T CODE o I LOBSTER PROPOSED Q —4" c X' TANK -7 ------ LANDING ---- V VEGETABLE/ PREP,'COOLER - ------- 1 -------- - ----------- -------- - ---------- - GARBAGE I ' ------- -------- I 3'.0' 0 GARBAGE & I I I " ---------- I -------- I I I I 1 I 11 I I I I I EX. BATH , UTILITIES I I 1 RECYCLABLE ROOM - REFRIGERATED " -� / ; ; RELOCATE---------- -- ----- --- ------------ - I , I1 I ' ; ---------- ----------- --- --- - -------------- ----------�=�- , ' I / ------ ----- / II SS �I L HAND ;TABLE ; P S ; POS / WAITER STATION j [711711711SINK ' / , II i Q 48X24 I , c -------- ---------------------; ' LL, SS PREP Q ; VESTIBULE 0 - - - - -- ---- -------/----- -------- �n I o �� BAR STORAGE I "o I - --- -------------- TABLE I , / — - - — - — - — - — - = - — — - "---- -------r------- --------120X24 SSPREP_TABLE_i / rn I ' Ce x o /— I ' R / 4! 1 V 1 W 00 SHUCKING I HAND 3'0" N I STATION SINK - n = CVAP I - - I , _ _ BACK \= I i ' 0 46 L' --12 - - I _�— ,�I STATIO SALAD J I , I STATION � / I I RAMP FLbbR TO KITCHEN SS (RAIL PER 1014) 25' I a NEW `1 PLANCHA ;u TABLE / TRAVEL - T ' 1 ; , , r 1 I b BAT � n 4, 6,1 k,L7" c- -- -------- TYPE 1 °° ^' I EX. KITCHEN ANSUI.HOOD I rt' ALTERED OPEN KITCHEN ORDERING WINDOW 1 �I GRILL I �1 - - I p' PASS SS ----r -------------------------------------- 1=07 --' ; , °-y COMBITABLE ------ N POS I I R •----------------- OVEN HAND SINK PASS SS • ' , ' I X Y ' ' ' /' 9 TRAVEL TABLE _ V ` EXISTING RESTAURANT ; FLOOR HEIGHTO O CATHEDRAL CEILING / ; I TO BE LOWERED I x ---- ---- - - - I TO MATCH , I / ; RESTAURANT FIN. FLOOR ' - Z 1 I z H S EAST DECK o W I BAR �\ I E BAR O No O ® , I CATHEDRAL L 1:1- / I ; CEILING V N cN I O ; I E 0 A u u i / Ell s LOUNGE SEATING LL N W/COCKTAIL SERVICE RAISE TO MATCH FIN.FLOOR / ; { NEW DECKING,RAILING AS NEEDED � ' Y i --- --- COLUMN -- ' BAR ON CASTERS FENCECOLUMN ----- ---- -------------------- -- _ __ _ _ _- `-----------------_-----------------_- ____----- -- - to OFENCE - - " --------------------- -----EXISTING EXTERIOR-OPENING TO BE REPLACED:36-0X7-0 7 PANEL-BIROLD__________________________ �J _pi; _ O , t I 3-0 LANDING 'COO� FLUSH w/FIN,FLOOR :WALL THICKNESS TO E UPDATED w v WITH FINAL APPROV D OPENINGS "C3 , ; I ; 16"d STEP , I i 21'-0" ; 10'-101/2" 42'-2" 6'-8" 20'-0" ^ c° i I rnv OUTDOOR DINING N cu EXISTING HEIGHT TO REMAIN '+ o W ALL NEW EXTERIOR OPENINGS TO BE IMPACT GLASS REPLACE DECK BOARDS,NEW RAILING,BENCHES AS NEEDED W/DESIGN PRESSURE UPGRADES ALT.7/16"PLYWWOD w/FASTENERS AS PRESCRIBED BY CODE AND INSPECTED BY BUILDING DEPARTMEN •� ' I g+p ! 1 � W ir SOUTH DECK l � N 1.EXISTING HVAC,ELECTRICAL,PLUMBING TO BE EVALUATED IN FIELD AND I B.EVALUATE FIRE SUPPRESSION THROUGHOUT FOR SPIEINKLERS(TBD),FIRE REPLACED AND/OR REPAIRED AS NEEDED.EXISTING SYSTEMS TO MEET EXTINGUISHERS,LIGHTED EXIT SIGNS,EMERGENCY LIIGHTING.SMOKE AND CO 2015 NYS CODE. .— DETECTORS,etc TO ADD AS REQUIRED BY CODE. 2.INTERIOR WALL,CEILING,AND FLOOR FINISHES TO BE EVALUATED FOR 9.ALL EXTERIOR(SWINGING)EXIT DOORS TO HAVE DOOR CLOSER AND PANIC (n REFINISHING,PAINTING,etc.ALL PAINT FINISHES TO BE VOC COMPLIANT. BAR.THRESHOLDS TO BE LOW-PROFILE ADA COMPLIIANT. v KITCHEN;INSTALL FRP PANELS OR AS APPROVED BY SCHDS. W EXISTING DECK 10 3.INTERIOR AND EXTERIOR OPENINGS TO BE REPLACED.EXTERIOR OPENING REPLACED AND ELEVATED.EXISTING FUEL TANK TO BREMOVED ABOVEFLEOOD ELEVATIONS. OUTSIDE EVAATIONS.UTITY C OSET AND AALCOVE OUTLINE TO BE ANDERSEN HIGH-PERFORMANCE GRADE OR APPROVED EQUAL.ALL TO BE CLOSED OFF AND USED FOR BAR STORAGE,C,IRCUT PANELS,ALARMS,etc ' UNITS TO BE IMPACT GLASS,MEET CURRENT 120mph WIND CODE DESIGN TO BE RELOCATED.EXISTING SITE GENERATOR TO RE REVIEWED FOR RELOCATION. PRESSURE REQUIREMENTS,AND BE COMPLIANT WITH U-VALUE AND SHC OMPLIANCE. 11.EXISTING PROPANE TANK LOCATION TO BE EVALUT'ED FOR RELOCATING OR ADDING TO MEET KITCHEN DEMANDS. 4.EXISTING ELEVATED FLOOR AT BAR TO FLUSH WITH RESTAURANT AREA. 12.ALL FENCING TO BE REMOVED AND REPLACED AS INDICATED. EXISTING EXISTING PROPOSED EXISTING 5.CEILING AT DINING ROOM TO BE REMOVED AND OPENED UP TO BE 13.SIDING AND TRIM BOARDS TO BE EVALUATED FOR REPAIR AND/OR REPLACING. CATHEDRAL CEILING,SUPPORTED WITH NECESSARY COLLAR TIES(TBD) REPAINT EXTERIOR. SOUTH DECK 1397.0 SF 1418.1 SF IN ADDITION TO ANY ADDITIONAL STRUCTUAL MEMBERS(TO EVALUAT). ADDITIONAL ELECTRIC,LIGHTING,etc TO BE ADDED AS REQUIRED. 14.ROOF TO BE EVALUATED;REVIEW EXISTING SOLAR PANELS(REMOVE,MAINTAIN), EAST DECK 1093.2 SF 1093.2 SF 48'—9" ROOFING,UNDERLAYMENT,SHEATHING(SAGS TBD).REPLACE ROOFING WHERE 6.INSIDE BAR TO BE REMOVED AND REPLACED.LIGHTS,OUTLETS,LAN NECESSARY.REPLACE FASCIA,RAKES,GUTTERS,DOWNSPOUTS AND NEEDED. DRAWN: MH I MS **RAISED DECK ---- 1254.1 SF **BUILT OVER EAST AND NORTH DECKS EXIT G ILLUMINATION I FIRE PROTECTION CONNECTIONS,PLUMBING,DRAINAGE,etc.TO BE REPLACED. **TO REMOVE 15.ALL EXTERIOR DECKING,RAILING,BENCHES,RAMPS.,STAIRS TO BE REPLACED. SCALE: SOUTH DECK RAMP 58.0 SF fl* LIGHTED EXIT SIGN 7.KITCHEN RENOVATION TO MEET ALL CODE REGULATIONS.ANSUL SY EM I DECK AT EAST SIDE TO BE BUILT UP TO BE FLUSH WITH BAR/RESTAURANT AREA. SOUTH DECK STAIR *" 19.8 SF **TO REPLACE EX. RAMP Q®P, w/EMERGENCY LIGHTS TO BE INSPECTED FOR PROPER OPERATION,FLOOR DRAINS AND WAT R O RAISED DECK TO EXTEND TO SOUTH SIDE OF DINING AREA FOR A 3FT.LANDING JOB#: PROPOSED FLOOR PLAN '—0„ SUPPLY SU BE ADDED AT LOBSTER TANK LOCATION.ADDITIONAL PO ER, AND STEP TO EXISTING LOWER LEVEL DECK.LOWER DECK(SOUTH)TO BE SQUARED 9/11/2019NUM EAST DECK STAIR 6.0 SF 20.6 SF TO REPLACE EXISTIING RAISED DECK EMERGENCY LIGHTS ATER SUPPLY,DRAINAGE TO BE ADDED THROUGHOUT.EXISTING Cl CUT OFF As SHOWN. SHEET NUMBER: ( ) BREAK LOCATED(TBD)AND REPLACED TO MEET A DITIONAL w/BATTERY BACK UP ENERGY REQUIREMENTS.ACC CLOSED OFF.EXISTI G 16.EXISTING OUTDOOR BAR TO BE REMOVED AND REPLACED WITH PORTABLE NORTH DECK&LANDING 305.0 SF 197.1 SF TO REPLACE EXISTING SCALE: 1/4" = 1'-0" , COOLERS TO BE MOVED.EXTERIOR UTILITY CLOSET(O OBE (MOVABLE)BAR.NEW PLUMBING AND ELECTRICAL TO BE ADDED AS NEEDED. REQUIRED 34'-630 CLOSED OFF AND USED AKITCHEN SPACE.EXISTING OFFICE TO BE ALLOCA NORTH-EAST STAR&LANDING - 45.6 SF FIRE EXTINGUISHER FOR REFUSE AREA.REFUSE AREA TO BE SEALED OFF FROM KITCHEN ND RIGERATED AT NECESSARY TEMPERATURE FOR DAILY USAGE.EXT RIOR DOOR A-9 FUEL AREA STAIR&LANDING 8 SF 26.4 SF SMOKE/CO DETECTOR TO EXI RAMP,TO WHEEL GARBAGE TO DUMPS T R LOCATED ELSEWHERE,TO BE CONSTRUC REVISIONS: (3) -3/4X11.7/8 ML ATTIC FOR w/ (2) 1/2" STEEL EX. RIDGE HVAC AND SISTER AND ADD INBETWEEN EX. MECHANICALS (24"OC) RRs 1-3/4X11-1/4 ML @ 12"OC SISTER AND ADD INBETWEEN EX. NEW OVERHANG TO (24"OC) RRs 1-3/4X9-1/4 ML @ 12"OC �— 2X6 CJ 12"OC BE 6" AT SOUTH ROOF W6X25 STEEL HEADER (DOOR ONLY) r 2X6 EXTENSION @24 OC i i _ , , 2X8 FALSE EXISTING CEILING RRs TO MATCH - - SIMPSON H8 ; ; BAR AREA CUT BACK CJ CUT BACK CLIP AT EACH RR AS REQUIRED EXISTING SOLID BLOCKING (2) 2X8 HDR OVERHANG ANDERSEN WEILAND SERIES CONTEMPORARY CLAD ' ' 5'-0" min OUTSWING FOLDING DOOR DINING ENTRY w/ LOW-E4 SMART SUN GLASS 4X4X1/4 VERIFY ROOF OPENINGS, ' ' TUBE STEEL FLASH AS GLAZING TYPE, HARDWAREBOXED IN x REQ. IN FIELD PRIOR TO ORDERING i i LANDING AND RAMP 0 NEW RAILING FLUSH TO BE RECONSTRUCTED � N 42"h TO CODE 5/4 DECKING OVER 2X10 ACQ ON-FLOOR LOW RAMP TO MEET ADA AND STATE ON 2X ACQ SLEEPERS @16110CTHRESHOLD EX. FINISHED FLOOR OVER 3/4" S BFLOOR CODE REQUIREMENTS EXISTING FLOOR SYSTEM IF �;D'o 000 a•�•17 ,. D1� o00 a•,P ,:Dp o,oa - - P �Dv 000 - �•po- �Do o,00a �Do•d�De oo ; ; �.o-d�D�� 2X8 ACQ@16"OC d d d d • d d d d d d (r ' EX. 2X8 @16"OC PROVIDE SOLID BLOCKING EXISTING SLAB 4X4 ACQ POST UNDER DOOR THROUGHOUT EX. 3X10 EX. (2) 3X10 EX. (2) 3X10 EX. (2) 3X10 GIRDER GIRDER GIRDER GIRDER EXISTING CRAWLSPACE y' v o o 12"dia. PIER v w EX. 10" lU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - dia I�,f���j S � o ,D „ . - - - - - - - - - - - - - - - - - � e z PILING I�I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o x o w £X. 10"dia EX. 6X6 EX. 6X6 i r ISO PILING POST POST O C) l N EX. DOCK J�� EXISTING STRUCTURAL SUPPORT TO BE REVIEWED BY EX. BULK ARCHITECT/ ENGINEER WITH GENERAL CONTRACTOR "' ''' HEAD PRIOR TO COMMENCEMENT OF CONSTRUCTION 0 cn N r O - - PROPOSED CROSS SECTION A - �� X ,.i SCALE: 3/8" = V-0" `� ° �a, � I 0 .. u�) .0 Lo U011 Lr)r) N .0 W Emil H O Emw( d '~�.`�`' '�;��'' " i�,,,�F'�"°' " "� •rte Al, �r _ M1 a' pp �' DRAWN: MH/MS SCALE: C1¢'fl$ JOB#: 9/11/2019 SHEET NUMBER: A-10 REVISIONS: DEPARTMENT OF HEALTH PLUMBING NOTES USE AND OCCUPANCY CLASSIFICATION(SECT.303):M KITCHEN: 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED 1). ALL LIGHTING IN FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF PLUMBING CONTRACTOR. PLUMBING FIXTURE CALCULATIONS:OCCUPANT LOAD(SECT.1003.2.2) MATERIAL. 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE URINALS:SUBSTITUTION FOR WATER CLOSETS(419.2)IN EACH BATHROOM OR 2). SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.). REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPALITY AND TOLITE ROOM,URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT 3). SEPARATE 1-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT OF OF SECT.4004.1.14.1.1 REQUIRED ANDSHALLCONFORMTOTHEREQUIREMENTS FOOD PREP ONLY. TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL 4). SEPARATE 3-COMPARTMENT SINK W/ (2) DRAIN BOARDS TO BE USED FOR BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY WARE WASH ONLY. HEALTH DEPARTMENT. 5). 3 WALL MOUNTED HAND WASH SINKS WITH DISPENSED SOAP AND HAND 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THIER DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEWS IN FOOD PREP WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. ANSUL SYSTEM AND HOOD AREA. 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH DETAILS TO FOLLOW 6). ALL FOOD SERVICE EQUIPMENT LISTED TO MEET NSF STANDARDS. ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING INSTALLATION OF PIPING, EQUIPMENT, ETC. RESTROOMS: 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS 1). DOORS TO BE SELF-CLOSING. SHALL BE WEB LESS CAST IRON. EXIT I ILLUMINATION 1 FIRE PROTECTION 2). AREAS TO BE MECHANICALLY VENTED. 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR LIGHTED EXIT SIGN 3). FLOORS TO BE TILES AND WALLS TO BE GLOSS ENAMEL. COPPER TYPE L. a®P' w/EMERGENCY LIGHTS 4). SINKS TO HAVE MIXING VALVES, SOAP DISPENSERS AND HAND DRYING TOWELS. 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEATEMERGENCY LIGHTS 5). (MIN.) 1 BATHROOM TO BE ICC/ANSI COMPLIANT. GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. Ig 1� w/BATTERY BACK UP 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL d) REQUIRED PLUMBING: BE PROVIDED WITH AN APPROVED P-TRAP. FIRE EXTINGUISHER 1). ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH SMOKE CO DETECTOR TO WASTE LINES AS PER EQUIPMENT SCHEDULE. APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND 2). ALL WATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL GAS UTILITY. BACK-FLOW. 10). ANY 3 COMPARTMENT SINKS, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, SURFACES: ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DISH WASHERS AND SHOULD 1). KITCHEN WALLS TO BE STAINLESS STEEL SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. SURFACES. 2). KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS EXHAUST HOOD OVER COOK LINE AREA. ELECTRICAL NOTES 3). KITCHEN FLOORS TO BE COMMERCIAL GRADE 1/4" ARMSTRONG TILES OVER 3/4" 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY ,A LICENSED PLY SUBFLOOR. ELECTRICAL CONTRACTOR. 4). KITCHEN FLOORS IN FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FUILLY MEET ALL THE COVERED AT WALL JOINTS FOR EASE OF CLEANING. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK 5). ALL AREAS CONSTRUCTED TO BE INSECT AND RODENT-PROOF. STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CODES AND ORDINANCES. VENTILATION: 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR 1). KITCHEN COOKING AREA TO HAVE STAINLESS STEEL EXHAUST HOOD WITH WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM. 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE 2). 12" OVERHANG AND VENT THRU ROOF OUTSIDE OF AREA. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING 3). ALL CAFE AREAS TO BE DUCT VENTED THROUGH BUILDING OUT OF ATTIC INSTALLATION OF WIRING EQUIPMENT, ETC. USE AND OCCUPANCY CLASSIFICATION: EXHAUST FANS. 5). THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC GROUP B 4). SMOKING IS NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY. SHALL BE DETERMINED IN THE FIELD. 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF TYPE VB BUILDING WASTE: LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL � 1). GARBAGE STORAGE IS ENCLOSED AND LOCATED ON SMOOTH BLACK BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. MIN. EGRESS AS PER SECT. 1003.3.1.1 Q CONCRETE SURFACE LOCATED 1N PARKING AREA. 7). ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. EXITS AS PER TABLE: 1005.2.1 UTILITY ROOM: 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE WW 1). SEPARATE ENCLOSED UTILITY ROOM USED FOR MOP SINK, DRYING WITH NEC AND LOCAL CODE REQUIREMENTS, AND BE UL LISTED. z STORAGE RACK FOR ALL CLEANSERS , CLEANING SUPPLIES AND 9). CASH REGISTER, COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE WASHER DRYER AND RESTRICTED TO OPERATIONS OF 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) INTERIOR WALLS AND CEILING PER TABLE 803.5 NYS CODE o W ESTABLISHMENT ONLY. AND HARD WIRED IF REQUIRED. VER 2). NO FOOD RELATED ITEMS TO BE STORED IN UTILITY ROOM. 11. PROVIDE SMOKE DETECTOR AND CO DETECTORS PER CODE. EXIT PASCLE AGEEXITAND EXIT ACCESS CORRIDORS ROOMS AND O O ) EXIT PASSAGEWAYS AND OTHER EXITWAYS ENCLOSED PASSAGEWAYS N O GAS HOT WATER HEATER: M B C 1). TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD MODEL D80 165AS 80 GAL. CAPACITY, NATURAL GAS, 165,000 BTU. 2). FOR RESTAURANT/ DELI USE ONLY. OIL HOT WATER HEATER: 1). TANK TYPE COMMERCIAL HOT WATER HEATER - SUPER STORE MODEL SS-60. DESIGN CRITERIA BLDG. CODE NYS 2015 0 FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES M N o EXT. BALCONIES 100 all DESIGN LOAD CALCULATIONS DECKS 100 o m V ROOF (GROUND SNOW LOAD) 20 W (LIVE LOADS PSF) ALL FLOOR LOADS 100 `-' X o cq BATHROOM SPECIFICATIONS FLOOR OR GROUND SURFACES STAIRS 100 p w 2 GAURDRAILS (ANY DIRECTION) 200 '1:j V ' N.T.S. N'T'S'' EXPOSURE CATAGORY (DESIGNED FOR)C 0 LO � U LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION � ,� � ' : ' (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE 4 Bathroom(s) are to be ICC/ANSI compliant 60"MIN. Floor or ground surfaces are to be stable, lir' , � i , , , NAILING SCHEDULE SEE GENERAL NOTE PAGE � u firm, and slip resistant, and shall comply MAX - EGRESS SEE F OOR PLANS AND WINDOW SCHEDULE 00 ,n Water Supply and drain pipes under lavatories 24" 12" with Section 302. Changes in level in floor FIRE PROTECTION ym'` cv o W and sinks shall be insulated or otherwise (33 GRAB BAR g SEE FLOOR PLANS � � (33-GR ABOVE FLOOR) or ground surfaces shall comply with (SMOK configured to protect against contact. There ® 1 36" Section 303. RS) TRUSS DESIGN E t CO2 DETECTON/A - STANDARD STICK FRAME CONSTRUCTION shall be no sharp or abrasive surfaces underCarpet or carpet tile shall be securely CARPET ON FLOOR OR GROUND SURFACES ENERGY CALCULATIONS COMCHECK lavatories and sinks. a 1a attatched and shall have a firm cushion,LA Accesible lavatories and sinks are to comply pad, or backing or no cushion or pad. Carpet w with Section 606 . FRONT ELEVATION or carpet tile shall have a level loop, textured MA CLIMATIC & GEOGRAPHIC DESIGN CRITERIA A clear floor or ground space complying loo level cut Ile or level cut uncut Ile V P, P r / P GROUND WIND SEISMIC FROST WINTER ICESHIELD with Section 305.3 positioned for foward SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD p texture. Pile height shall be 1/2 inch maximum. HAZARDS � approach, shall be provided. Knee and toe VERT. Exposed edges of carpet shall be fastened to LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BAR VERTICAL CHANGES IN LEVEL MODERATE SLIGHT TO clearance compling with Section 306 12"MAX I floor orround surfaces and shall trim along20 LBS. 130 B SEVERE 3 FT. 11 NONE - 42"MIN.---ig TO HEAVY MODERATE �_ tl shall be provided. the entire length of the exposed edge. Carpet i N The front of lavatories and sinks are to be ® edge trim shall comply with Section 303. 34 inches maximum above the floor or Changes in level between 1/4 inch high ii2, 1p ground, measured to the higher of the minimum and 1/2 inch high maximum shall EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK V fixture rim or counter surface. 77 SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIOR be beveled with a slope not steeper than 1:2. O " OR MORE ABOVE GRADE. Faucets shall comply with Section 309. Changes in level greater than 1/2 inch shall BEVELED CHANGES IN LEVEL WALKING AREAS 30 x Hand-operated, self-closing faucets shall SIDE ELEVATION be ramped and shall comply with Section ;4 remain open for 10 seconds minimum. 405 or 406. Sinks are to be a maximum 6-1/2" deep. Curb ramps on accessible routes shall comply 20 1® ' Multiple compartment sinks shall have with Section 406. �1 at least one compartment complying with Slopes of curb ramps shall comply with Section the requirement. 34„ 405.2. MAX COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 1 * t DRA HEIGHT OF LAVATORIES AND SINKS y B: MH/Ms r. 1 9/11/2019 SHEET NUMBER: A- 11 SUFFot� Michael J. Domino, Pr(; it �Q �''o ,� J� Town Hall Annex ' John M. Bredemeyer III,Vice`r-fe`sident �� G��„ 54375 Route 25 Glenn Goldsmith C= P.O. Box 1179 A.Nicholas Krupski � Southold,NY 11971 Greg Williams ��� �a®! { Telephone(631)765-1892 Fax(631)765-6641 razz BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: to Int �� �''` Completed in field by: �l1� Inter-Science Research Associates, Inc on behalf of 40200 MAIN, LLC (OREINT BY THE SEA), c/o RWN MANAGEMENT, LLC requests a Wetland Permit for exterior renovation of the existing restaurant structure that consists of new windows and doors, removing windows, installing windows in new locations, installing doors in new locations, closing window and door openings; repair the roof as necessary; repair and replace the existing siding as necessary; install gutters to leaders to drywells for roof runoff; remove and replace the existing southern deck in-kind and in-place at . 1,418sq.ft. with a small raised section at 161 sq.ft. near the restaurant; remove and replace and elevate'the existing eastern deck section in-kind and within the existing foot print at 1,093sq.ft.; reconstruct an existing exterior bar in-kind and in-place within the eastern deck footprint, remove the existing north entrance ramp at 305sqft and construct a new entrance ramp in same location at 197sq ft; remove a south access ramp at 58sq.ft. and construct access steps at 19 8sq.ft.; construct new access stairs for decking at 20 6sq ft., new 45.6sq.ft. exit stair and landing; a new fuel area stair at 26 4sq ft, remove existing 1,000 gal. fuel tank and surrounding fence and install new duel fuel tank at 4,000 gallons for diesel and gasoline, and install a 6'tall, 55' linear foot long surrounding stockade fence, permanent removal of in-ground 4,000 gal. fuel tank; upgrade, repair or replace existing sidewalks surrounding restaurant; all restaurant work to be conducted from the landward side; and a debris boom will be installed and maintained during construction in the water surrounding the restaurant area in order to contain potential fly-away debris ' Located: 40200 Route 25, Orient SCTM# 1000-15-9-8.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 / Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: /J.'Bredemeyer M. Domino G. Goldsmith �N. Krupski XG. Williams Other 40200 Main LLC Orient by the Sea, Southold, NY SUM No. 1000-15-9-8.1 Photo ra hs Taken on: November 7. 2018 l. �ii is � f '• � fi MARINA FISHING FLEET IF I",:LIaptarrrs_o 4 hyo; Photograph 1) View looking east along Sound Ave. across the front of the property. The adjacent property to the west of the subject property is Orient State Park(New York State Property). The adjacent property to the east of the subject property is Plum Island Animal Disease Ferry Dock (Federal Property)and Cross Sound Ferry Dock(Commercial) beyond. Photograph 2) View looking south along the west property line from Sound Ave. The subject property contains a marina, restaurant (interior and exterior seating and bar), parking, boat ramp, accessory marina building and a cell tower 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 f �p�SfAURp T'B - i J t y Photograph 3) View looking east along the north elevation of the existing restaurant. The existing in-ground fuel tank is located in the raised section of the paved area. The in-ground fuel tank will be permanently removed and replaced with an above ground diesel/gas tanks. The second floor section of the building contains the restaurant office. r i y .r - j s Photograph 4) View looking west along the north elevation of the restaurant. The existing in-ground fuel tank is located under this raised section of the paved area. The in-ground fuel tank will be permanently removed and replaced with an above ground diesel/gas tanks. 2 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 1' I � f i ^ i i Photograph 5) View looking southeast along the east side of the restaurant. The restaurant is located on the west side of the boat basin. The fueling pump is located in the northeast corner of the restaurant (visible on the right side of the photograph, beyond the fence edge). This photograph is taken along section D of the plan. ,J. II fit^ r 5 i' Photograph 6) View looking east along the northeast elevation of the restaurant. The area behind the fence will contain the future above ground fuel tanks. The existing fuel pump is located just around the corner of the fence. This photograph is taken along section C of the 3 plan. 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 RE` I16 Photograph 7) View looking north at the south elevation of the existing restaurant. The restaurant contains an exterior deck which is cantilevered over the boat basin. The restaurant will undergo a renovation to the interior and exterior areas. The photograph shows the south section D where the proposed floating dinghy dock will be located. „ r Photograph 8) View looking southeast at the north elevation of the restaurant. The proposed above ground fuel tank will be located in the area behind the fence. 4 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7 2018 � 1o J 4 f Photograph 9) View looking west from the"main pier"along the south elevation of the existing restaurant. The restaurants existing cantilevered exterior deck is visible. The restaurant will undergo a renovation to the interior and exterior areas. The low sill bulkhead area is visible in this photograph below the cantilevered deck. The photograph shows the south section D where the proposed floating dinghy dock will be located. r L K_ 7 Photograph 10) View looking east along the south side of the restaurant from the driveway/parking area towards the exterior deck area. 5 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 �n IP' Photograph 11) View looking west along the south face of the restaurant. The photograph shows the south section D where the proposed floating dinghy dock will be located. The northern part of section E is shown in this photograph. The existing marina accessory structure which is located along the west property line is visible. The accessory structure contains storage, garage, and marina bathroom facilities. ESTauRAKT- ■ , t Photograph 12) View looking north from the main dock at the restaurant. This main dock will be permanently removed as part of the interior boat basin re-design. 6 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photo ra hs Taken on: November 7, 2018 an k ' Photograph 13) View looking north along section E towards the restaurant. This entire section of bulkhead will be removed and replaced. 'm6x � � �F IF _ . Photograph 14) View looking north from the main dock at the restaurant. This main dock will be permanently removed as part of the interior boat basin re-design. 7 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 Photograph 15) View looking south along the east side of the restaurant or section D as per the plans. The boat channel to Gardiners Bay is visible in the background. The walkway in this area will be repaired as necessary. 5 E� Photograph 16) View looking west at the eastern elevation of the restaurant or section D as per the plans. The second floor section of the building contains the restaurant office. 8 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on November 7 2018 k'y } S 1.i 3 d I If' Photograph 17) View looking west along the south face of the restaurant/deck area. The main dock is visible along the left side of the photograph. The walkway in this area will be repaired as necessary. s Photograph 18) View looking south along the east side of the restaurant. The exterior decking and the existing fuel pump are visible in this photograph 9 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 I z Photograph 19) View looking east along the southern most edge of the boat basin. This photograph shows section F of the plan. This is the southwest corner of the marina that will be pushed south approximately 17'to"square" out the corner. The shift in the bulkhead will create an additional —525 sq.ft. of new boat basin area. The shift in the bulkhead is depicted on the Inter-Science site plan. Photograph 20) View looking south at the main dock area. This main dock will be permanently removed as part of the interior boat basin re-design. 10 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on.- November 7, 2018 Photograph 21) View looking east at the boat ramp. The Cross Sound Ferry which is docked two properties to the east is visible in the background. The boat ramp will be repaired as necessary to ensure save ramp conditions. I Photograph 22) View looking west at the boat ramp. The cellular tower with its support apparatus behind the fencing, is visible in the background. 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photo ra hs Taken on. November 7, 2018 .�, Aft ■ W-e- 4W. �. a Photograph 23) View looking east at the southern portion of the property. This is the area where the dredge spoils will be placed. •' yK �, Photograph 24) View looking east along the existing steel bulkhead along Gardiners Bay. This photograph is taken looking at section I. 12 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 r^ .=t _ y � Photograph 25) View looking south towards Gardiners Bay. The cellular tower is located along the western property line. The corner of sections E and F where the bulkhead will be expanded is visible in the is photograph. The bulkhead will be pushed south approximately 17' in order to "square" out the corner as per the plan view. J Ills- IN s :. Gc Photograph 26) View looking north from the southern point of the property along the bulkhead return, along section I of the plan. The NYS park property is along the left side of the photograph. 13 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photo ra hs Taken on: November 7, 2018 s Photograph 27) View looking south from Main Road along the eastern property line and along the driveway on the east property line. The Plum Island Ferry (Federal)property is along the left side of the photograph. Y r - igi s _ liti I� Photograph 28) View looking east along the northern section of the boat basin and section A of the plan. The existing bulkhead will be removed and replaced with new vinyl bulkhead, the low sill bulkhead will be removed permanently. The far side of the basin (northeast corner)will be 14 expanded slightly approximately 230 sq. ft. to "square"out the corner as per the Inter-Science plan. 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 it 9 Or!67,t- 4: �p jb Photograph 29) View looking west along the northern section of the boat basin and section A of the plan. The photograph shows the bumped in section of bulkhead that will be relocated to expand the basin area approximately 230 sq. ft. in order to"square" out the corner. r r Photograph 30) View looking northwest at the bumped in section of bulkhead that will be relocated to expand the basin area approximately 230 sq. ft. in order to "square" out the corner. This is also the corner of the marina that will contain the pump out facilities. 15 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 �i zi Photograph 31) View looking north towards the northern portion of the boat basin along the eastern bulkhead, section J of the plan. e f a a. Photograph 32) View looking north at the norther portion of the boat basin. The northern section of the basin contains the commercial boats and the charter fishing fleet boats. 16 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7, 2018 Photograph 33) View looking east at the eastern side of the boat channel from the interior boat basin to Gardiners Bay. „33i 'C Photograph 34) View looking east along the southern edge of the property at the boat channel. 17 40200 Main LLC Orient by the Sea, Southold, NY SCTM No. 1000-15-9-8.1 Photographs Taken on: November 7,2018 1 Photograph 35) View looking west at the restaurant, fueling area and at section C and a portion of D of the bulkhead plan. r. ' f Photograph 36) View looking north from the southeast corner of the property. 18 BURKE & SULLIVAN, PLLC Attorneys at Law Est 1970 41 Meeting House Lane Tel: 631-283-4111 Southampton, New York 11968 Fax: 631-283-7711 (Not for Service) EDWARD D.BURKE,Sr.,Esq. Web: www.burkeandsullivan.com NYSSupreine Court Justice(2000.2007) Southampton Town Justice(1994.1999/20082015) Of Counsel:. DENISE BURKE O'BRIEN,Esq TIMOTHY S.McCULLEY,Esq. JOSEPH M.BURKE,Esq. KIERAN PAPE-MURPHREE,Esq June 19, 2019 Town of Southold 54375 Route 25 Southold,New York 11971 Re: 40200 Main LLC To Whom It May Concern: The undersigned is counsel for 40200 Main LLC. Based upon my knowledge and review of the LLC documents and all other necessary documents and records, it is confirmed that Marc Rowan is the Managing Member of 40200 Main LLC. I give this opinion knowing that the Town of Southold will rely on same. Very truly yours, BURKE &z T LLIVAN, PLLC Edand D. Burke, Sr. EDB:lm General Legal Practice, Land Use, Permitting and Commercial Matters 8y Appointment On X• 3348 Noyac Road,Sag Harbor,Neiv York 11963 IA - BoM C I 6901 Jericho Turnpike Suite 210 ' Syosset * New York ` 11791 al Uedh- Phone(516)390.4300 Fax(516)390.4321 Website:www.valtechresearch.com GLOBAL REAL ESTATE SERVICES E-mail:Info@valtechresearch.com r i is CERTIFICATE OF OCCUPANCY REPORT 11 TITLE NUMBER: S1015-S16269 DATE: 11/2/2018 v a PREMISES: 40200 ROUTE 25, SOUTHOLD TAX CLASS: 570 k a MUNICIPALITY: TOWN OF SOUTHOLD STATE: NEW YORK COUNTY: SUFFOLK 4 DIST: 1000 SECT: 015.00 BLOCK: 09.00 LOT(S): 008.001 THE FOLLOWING INFORMATION IS ON FILE WITH THE DEPARTMENT OF BUILDINGS: II,, ft PAGE 1 OF 2 TAX ASSESOR INDICATE S RECORDS I ATE THESE STRUCTURES PREDATE THE REQUIREMENTS FOR E CERTIFICATES OF OCCUPANCY. l CERTIFICATE OF OCCUPANCY#Z1693 ISSUE D:9/1111963 ) PERMIT# 1982 ADDITION ON AN EXISTING BUSINESS BUILDING CERTIFICATE OF OCCUPANCY#Z2402 i ISSUED:4/20/1966 PERMIT#3001 ADDITION ON AN EXISTING BUSINESS BUILDING CERTIFICATE OF OCCUPANCY#Z19054 I: ISSUED: 5117/1990 ;x PERMIT#017786Z ALTERATION TO EXISTING BUSINESS BUILDING II , CERTIFICATE OF OCCUPANCY#28163 E ISSUED:1/11/2002 PERMIT#27273 ACCESSORY BUILDING CERTIFICATE OF OCCUPANCY#Z32315 t! ISSUED:4/26/2006 PERMIT#31018 INSTALLATION OF AN ANSEL SYSTEM AND HOOD IN EXISTING RESTAURANT x ,l 4 CERTIFICATE OF OCCUPANCY#36694 ISSUED:1/9/2014 ' PERMIT#38482 ROOF MOUNTED SOLAR PANELS ., 1t THE PURPOSE OFTHIS REPORT IS TO PROVIDE LEGAL OCCUPANCY INFORMATION ALONG WITH ADDITIONAL CERTIFICATES AND PERMITS PROVIDED BY THE RESPECTIVE BUILDING DEPARTMENT.ASSESSORS INFORMATION MAY BE INCLUDED IF LEGAL OCCUPANCY HAS NOT BEEN DETERMINED.THIS REPORT 1S SUBMITTED FOR INFORMATION PURPOSES ONLY. 752096 C i t 5 *a-L �✓<J V� 6901 Jericho Turnpike Suite 210 " Syosset New York 11791 Phone(516)390.4300 Fax(516)390.4321 k Website:vaww.valtechresearch.com GLOBAL REAL ESTATE SERVICES E-mail:info@vaitechresearch.com I; 7 ' CERTIFICATE OF OCCUPANCY REPORT r TITLE NUMBER: S1015—S16269 DATE: 11/2/2018 PREMISES: 40200 ROUTE 25, SOUTHOLD TAX CLASS: 570 MUNICIPALITY: TOWN OF SOUTHOLD STATE: NEW YORK COUNTY: SUFFOLK ,I I I DIST: 1000 SECT:015.00 BLOCK: 09.00 LOT(S): 008.001 is PAGE 2OF2 CERTIFICATE OF OCCUPANCY#37382 e ISSUED:1/13/2015 PERMIT# 38723 WIRELESS COMMUNICATION MONOPOLE CERTIFICATE OF OCCUPANCY#38866 I� ISSUE D:3/20/2017 r PERMIT#41188 I ALTERATIONS AND ADDITIONS , FOR STORAGE ONLY, TO AN EXISTING RESTAURANT r • CERTIFICATE OF OCCUPANCY#38867 u; ISSUED:3/20/2017 I PERMIT#41188 RELOCATION OF AN EXISTING WALK IN COOLER e CERTIFICATE OF OCCUPANCY#39918 ISSUED: 9/2412018 PERMIT#41667 J WIRELESS POLE EXTENSION I ; lfl i , THE PURPOSE OF THIS REPORT IS TO PROVIDE LEGAL OCCUPANCY INFORMATION ALONG VATH ADOMONAL CERTIFICATES AND PERMITS PROVIDED BY THE RESPECTIVE BUILDING 5 DEPARTMENT.ASSESSORS INFORMATION MAY BE INCLUDED IF LEGAL OCCUPANCY HAS NOT BEEN DETERMINED.THIS REPORT IS SUBMITTED FOR INFORMATION PURPOSES ONLY. 752095 i t _ t ii , a E j f i FORM NO.4 w i TOWN OF SOUTHOLD BUILDING DEPARTMENT I TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY i r n x lfi9 19.. No. . .. ... Date ................... ?p �TribO .......... .... 6 11 THIS CERTIFIES that the building located at .................................. Street Map No. .... .. [XX....... Block No. ... ........... Lot No. . .......Q' Mt P<)In ...&x ........... conforms substantially to the Application for Building Permit heretofore filed In this office dated 1 P6bunry 4 63 X198.2 .................................... .. ............, 19... ... pursuant to which Building Permit No. ..... ... t dated ....................................................... 19..§ ., was issued,and conforms to all of the requirements of the applicable provisions of the low. The occupancy.for which this certificate Is issued is ........ i Businest„b��xd�.n�,,_Mar�na„o��'�c�� mar�x�e„su�.A���sx .. .. The certificate is issued to .....W.........00c�liollow.................... . ................. .......................................................... (owner, lessee or tenant) e of the aforesaid building. e "r ......................................................... ................. i, Building Inspectot f t 1' � I I � � s G ' ,j 5 1 7 FORM NO. 2 u TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N, Y. r i t BUILDING PERMIT i; (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N9 1982 Z Dote ........FbZ3t�KP'y'......... ................... 14� ... Permission is hereby granted to: Tony NGrk1.)M.....AIC,.•.•Woodhollaw..W-opertten y .(1xtsAt�- .NMY. ....................................I...... r ............................................................................... k to . .� id.. n..addio ••an.. t...e ,mtng..blas ,ne�gs... i.J�3ng. .............................. ................................................................................................................................... ........................... at premises located at ,g�8. ...}leti�t Roa�. ........................................................................................ r; ..............................................Orlent...Po1jtF--N:F:. .................................................................... N .................. ................................................................................. ......... .. ... .............. ......................................... ...... pursuant to application dated ..................... Wr. ..3.. 1963..., and approved by the Building Inspector Fee $..5..00............ d Building Inspector i � r N = � r FORM NO.I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. Examined .........g�. ,.... ........ 19.A3 Application No. Approved .......... ......................... 19........Permit No. . Disapproved a/c ........ .. ..... . .... ..... .. .. ........I........................................ ...... V.........t..... ..... Y r ............... Building APPLICATION FOR BUILDING PERMIT ll Date ............. INSTRUCTIONS a- This application must be completely filled in by typewriter or In ink and submitted in duplicate to the Building Inspector. b, Plot plan showing location of lot and of buildings on premises,relationship to adjoining promises or public streets or areas,and giving a d6talled description of layout of property must be drawn on the diagram which is part of this applica- tion. c. The work covered by this application 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 permit shall be kept an the premises available for inspection throughout the progress of the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION 15 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, alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances and regulations. .............:./...d..............` h................................... (Signa ue of applicant,or name,if a corporation) jOJ L-1......... (Address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ............................ ................................................................... ............ ............ Name of owner of premises... ..................... If applicant Is a corporate, signature of duly authorized officer. ................................. .............W............................................ (Name and title of corporate-officer) 1. Location of land on which proposed work will be done. Map No.: ........................................ Lot No.: ...................... Street and Number ...;f:6�...... .................... ....... ...................... Municipality 2. State existing use and occupancy of premises and Intended use and occupancy of proposed construction. L a, Existing use and occupancy ........ ............ ...............................I.............................. b. Intended use and occupancy ....................................................................................... 3. Nature of work (check which applicable): New Buliding .................... Addition J ...........Alteration .................. Repair................. Removal ............... Demolition -............... Other Work (Describe) .................. V. 4. Estimated CosXU9.'!�.a-....................................... Fee ... ................................................................................... (to be paid on filing this application) 5. If dwelling,number of dwelling units ..... ........................ Number of dwelling units on each floor..../..................... Ifgarage, number of cars .......................................................................................................................................... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use4&".,Y-41 P 7. Dimensions of existing structures, if any: Front........q.2.............. Rear..YA.�............... Depth ........... Height .............. Number of Stories .................................................................................. ...... Dimensions of/some structure with alterations or additions: FrontJr'-.2.'k.............. Rear ...... • Depth.....iv..................... Height........ ......... Number of Stories .../. .............. I 8. Dimensions of entire new construction: Front..... Rear ... If......" Depth Height ...��. ..... Number of Stories ... ............. 9. Size of lot: Front...0-6,24........ Rear ....... Depth ............. 10. Date of Purchase .......................................................... Nome of Former Owner A r.. ........ .................... 11. Zone or use district in which premises are situated. ................................................................ 12. Does proposed construction violate any zoning law, ordinance or regulation? ,,,,,,,,,,,,,,,,,,,•.,..,,,,,,,,,,...................,,,•,,,,, prem se 13. Name of Owne'r of Address ......',74y., ..... Phone A ...I.......I........ .... Name of Architect .... QQ... ...... Address .......... ................ Phone No. .................. hone NoqrX.-.a'RP Nome of Contractor...........I..............'M ...... Address PLOT DIAGRAM vvvv Locate clearly and distinctly all buildings, whether existing or proposed,and Indicate all set-back dimensions from property lines. Give street and block numbers or description according to dead, and show street names and Indicate whether interior or corner lot. VIS 4—� STATE OF N ,Y R< . COUNTY OF .... ......... S.S. ..................... ;-,;.1............................being duly-sworn, deposes and says that he is the applicant 11 r 141 . n �=r nn (Nomeofil I a i ssin n application) above named, He is the ..........r &................................................................. QqQRt'-corFr0—r-- -- L ontractor, -o-f'Mc-er-,- eft of sold owner or owners,and is duly authorized to perform or(Chave performed the sold work and to make and file this application; that oll,,_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 t4before me this !�.......... day of ... ........... 19 .............................. 43 ........ ........ Si ...... .................................... Notary Public ............... County .... f up icant) e I �ottnx rro. � it TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. G CERTIFICATE OF OCCUPANCY e I� Na-4-21+.02 Date ............................ THIS CERTIFIES that the building located at . ( � •�Oad.................................. Street Map No. ,..O=........... Work No. ?i. . .......... Lot No. xx.......0r..3-nt,.P.pjn:#,f11 N�.�'+...,,....... 6 .,. conforms substantially to the Application for Building Permit heretofore flied in this office dated F t •••••••••••••••••.••••••••.......•..VIjbi a.r..,93., 19..66- pursuant to which Building Permit No. _ dated .................................. i9... was issued,and conforms F; �b•�•••"•�'8••- did, ms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ........ B� ne �..bu 3d�z�g�••� ic�:f...� ara may... e� �l,�raz�t...eta............ ..... .... ......... j(7 The certificate is issued to .•.. ............... owner, lessee or tenant) of the aforesaid building. i ...................................................... ......................... K Building Inspecto ,i F f: :i G t� '1 I u f FORAT NO, 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT f TOWN CLERK'S OFFICE SOUTHOLD, N. Y. u 5 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL ; COMPLETION OF THE WORK AUTHORIZED) 5 d A� # d 3001 z Date ........ ............•. '® i aZ ,...� ........ 19.6.6.. r h Permission is hereby granted to: i; Tar*..Xar)F,Ia;czt_....MC;......ftvjdhgx7 oV..�R��?3�orties xno Ii .................Q.d.vi s....v s Y................................... i .........................................................•...................... to .. . .ex.stinz..hug .z��s ..b? .# .............................., j ................. ....•............ ......,.....................................,.....,............................................. .......................... at premises located at ....;.J.S`i... . i'.!.>3•• it�. ..... ....... ...................................•. ...............,....... f .......................................Oripat.,,P0111.4.14Y..,.....................................:......................... ...:: . ......... ........ . .............. .....................................•..........................•.........• . .. ....: ...... pursuant to application doted ............................ ......... ., ., and ,:. ..�:.�.:.;.: aPProved.bj-ihb Building Inspector Fee $_500........... ........................................ ..........i ............. F ............ 11.. Building, Inspector • F • e ' S i P • i F k f S FORM No. 1 TOWN Of SOUTHOLD � BUiLDING DEPARTMENT TOWN CLERK'S OFFICE // SOUTHOLD,N. Y. Examined........ ��'"QJ.. .. �?.6 /. 19 Application No. Approved .................................�....., 19...::.. Permit No. ... ....... Disapproved a/c.................I........ .r ............... ��••,�� � ���� (Buildinglding l�. APPLICATION FOR BUILDING PERMIT Dote ...................f 19..`..6.... INSTRUCTIONS a. This application must be completely filled In by typewriter or In Ink and submitted In duplicate to the Building Inspector. b. Plot plan showing location of lot and of buildings on premises,relationship to adjolning premises or public streets or areas,and giving a detailed description of layout of property must be drown on the diagram which is part of this application. c. The work covered by this application 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 permit i shall be kept on the premises available for inspection throughout the progress of the work. e. No building shall be occupied or used in whole or in port for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of q 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 and regulations, �ions. i I.................. ��........................................................ (Signot a of applicont,or name, if a corporation) 0 -�'[••'of a l;c.. t t............................ PP a State whether applicant is owner, lessee,agent,architect,engineer, general contractor, electrician, plumber or builder. .....e;i� ..................................................................................................... ......................................................... Name of owner of premises.. ";f...... + ... ............................................................ If applicant is a corporate, signature of duly authorized officer.v (Name and title of corporate officer) 1. Location of land on which proposed work will be done. Mop NO-: ........................................tot No.:......................., Street and Number .. ...e..................................:::`....I.........�............. zi . ....................................i u.nna. ty ! 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: I( o. Existing use and occupancy ...... :u:4.:.............................................................................................................. E b. Intended use and occupancy . '`` ..................................................................................................... . II I it ( i i } 3. Notur�of work (check which applicable): New Building .................. Addition !/ . Alteration �f Repo" Removal Demolition.................. Other Work (Describe) .......................I... ° ..,..... 4. Fstim ted Cost . j [a v 0.......................................Fee ...I.... ................ . ......... ....,.... ..........,... (to be paid on filing this application? 3 5. If dw lling, number of dwelling units ............................Number of dwelling units on each floor.................' Ifgarage, number of cars............................................................................................................................. .... 6. If bu iness commercial or mixed occupancy, s eci nature and extent of each &�6�`�:`d: � specify type of use ............ ... .... t 7. Dime islons of existing structures,if any: Front.....y�................. Rear .•..2.,. ................. Depth ...�J�.�.,�...... a Heigt ..... .... Number of Stories ........I................................ ...................................... ! ........ F Dime islons of same structure with alterations or additions: Front ......c9 �..................... Rear ....�6.'...;.........,, Dept .......� .................... Height ....., ...............Number of Stories ..... ........................ f f � 1 8. Dime isions of entire new construction: Front ... •......................Rear....r.....................Depth.. ..,,,........... i Heig t ...M.�......... Number of Stories ...... ................I.,....... ,...,..... ........., 9. Size f lot: Front.,/,5,�Z;�. ......... Rear ....... ,.7!�..�................ Depth......1..°..7,� 10. Date of Purchase .......................................................Name of Former Owner ...rA/I..... Thr............................. E r 11. zone or use district In which premises are situated ...., . .> 4.:...................................................................}.,....,.,.. 12. Does proposed construction violate any zoning law, ordinance or regulation? -Z&....................................I ;i 13, Name of Owner of premisesw4 G ���Pi, 6'V?.-.-*ddress � .�°s����Phone No.�`�'6�,{9�0 { Nam of Architect ...............�............. ..... ...,. Address .•.......................................... Phone No. ........II........... Nam of Contractar ............Address ..... ................ Phone NoAC'lL-��� r... p V PLOT DIAGRAM k Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensios from property fires. Give street and block number or description according to deed, and show street names and Indicate whether inti rlor or corner lot. Too I y I p r . n . 17•t I � I and W NrW , Bel f A � I ( I Yap 3 STATE OF NEVYORK, ISS �b COUNTY F .. G!`Far;iJ ..........l . . : a�Y 1W..AgALZ/.!i/....................................,.being duly sworn, deposes and says that he is the applicant Name of individual signing application) I aboveno ed. He is the ..........................................CQ/1I.TRACUd..................................I............................. I (Contractor, agent, corporate officer, of sold ow er or owners, and Is duly authorized to perform or have performed the said work and to make land fila this opplic tion; thot all statements contained in this application are true to the best of his knowledge and belief; and that the w rk will be performed in the manner set forth in the application filed therewith, ! Sworn to b fore me this 7 ....... day of ...............iq.q.................... 19AA / /� r � .. /( '�1 .r,,..................t.......,...... Notary Pu IIcQ? .;. „%n•.,.. t county (Signature of npplicont) NOTARY P1161 IC,Sty:,01 Nr.,l Yark 1 No.liL•'1Lfi%t;UO :..i^: <'.•::.:Ify (!'enii lixrirc:: A;,:r:: ' I"Srr3 z 4 1 FORM NO. 4 TOWN OF SOUTHOLD a BUILDING DEPARTMENT Office of the Building Inspector Town Ball r Southold, N.Y. CERTIFICATE OF OCCUPANCY k i; Nc 219054 Date MAY 17, 1990 t THIS CERTIFIES that the building BUSINESS ALTERATIONS Location of Property 40200 MAIN ROAD ORIENT House No. Street Hamlet County Tax Map No. 1000 Section 15 Block 09 Lot 08 Subdivision Filed Map No. Lot No. f conforms substantially to the Application for Building Permit heretofore �! filed in this office dated DEC. 27, 1988 pursuant to which G Building Permit No. 0177862 dated JAN. 27, 1989 was issued, and conforms to all of the requirements of the applicable s provisions of the law. The occupancy for which this certificate is i issued is ALTERATION TO EXISTING BUSINESS BUILDING. II; The certificate is issued to MGH ENTERPRISES INC. (owner) of the aforesaid building. i V SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL NLA Y UNDERWRITERS CERTIFICATE NO. N0706BS MAY 9, 1989 PLUMBERS CERTIFICATION DATED KING PLUMBING & HEATING MAY 10, J990 if if i Building Inspector I Rev. 1/81 h t FORM NO. 4 fl E G TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. G CERTIFICATE OF OCCUPANCY E F No: Z-28163 Date: 01/11/0 f THIS CERTIFIES that the building ACCESSORY Location of Property: 40200 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 8.1 g e f Subdivision Filed Map No. Lot 90. conforms substantially to the Application for Building Permit heretofore F filed in this office dated APRIL 19, 2001 pursuant to which f Building Permit No. 27273-Z dated APRIL 27, 2001 was issued, and conforms to all of the requirements of the applicable i provisions of the law. The occupancy for which this certificate is issued is ACCESSORY BUILDING AS APPLIED FOR. ZBA #4905 DATED 1/4/01. G` I NEW YORK STATE PETITION #2002-0003. t k The certificate is issued to M.G.H. ENTERPRISES, INC, (OWNER) of the aforesaid building. i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0004 12/14/01 i ELECTRICAL CERTIFICATE NO. N 574842 10/30/01 PLUMBERS CERTIFICATION DATED 10/24/01 GALE KASKE Authorized Si nature IS ( Rev. 1/81 ( R I . L FORM NO. 4 i TOWN OF SOUTHOLD r BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.X. i) CERTIFICATE OF OCCUPANCY v C No: Z-32315 Date: 04/26/06 r 3 s v THIS CERTXFIES that the building ANSEL SYSTEM d Location of Property: 40200 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 8.1 Subdivision Filed Map No. Lot No. k conforms substantially to the Application for Building Permit heretofore '. 'r filed in this office dated MARCH 24, 2005_ pursuant to which F I� f, Building Permit No. 31018-Z dated MARCH 24, 2005 N was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued i. G is INSTALLATION OF AN ANSEL SYSTEM & HOOD IN EXISTING RESTAURANT AS APPLIED FOR. The certificate is issued to MGH ENTERPRISES, INC. (OWNER) - of the aforesaid building. ti a F E SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A E ELECTRICAL CERTIFICATE NO. 2051426 04/26/05 PLUMBERS CERTIFICATION DATED N/A. Authorized signature ! Rev. 1/81 F 7 i E Town of Southold Annex 1/9/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36694 Date: 1/9/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 40200 Route 25,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No, conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/28/2013 pursuant to which Building Permit No. 38482 dated 11/6/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for 15 which this certificate is issued is: ROOF MOUNTED SOLAR PANELS AS APPLIED FOR 17 The certificate Is issued to Mgb Enterprises Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38482 12-20-2013 PLUMBERS CERTIFICATION DATED Aut bpatur natur ; t y Town of Southold Annex 1/13/2015 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37382 Date: 1/13/2015 " r THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Fled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/19/2014 pursuant to which Building Permit No. 3$723 dated 3/19/2014 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: #�# i wireless communication monopole with equipment as applied for per ZBA#6533 dated 2/15/20I2.(New Cinaular ; Wireless/AT&T) s The certificate is Issued to Mgh Enterprises Inc -- (OWNER) f of the aforesaid building. f I SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTXMCATE NO. 38723 7/24/2014 PLUMBERS CERTIFICATION DATED J- A3AhAzd Signature t a �o�gUFFO(Mip� Town of Southold 3/20/2017 RO.Box 1179 53095 Main Rd Southold,New York 11971 I 4 CERTIFICATE OF OCCUPANCY No: 38866 Date: 3/20/2017 THIS CERTIMS that the building COMMERCIAL ADDITION r Location of Property: 40200 Route 25,Orient K SCTM#: 473889 SeclBlock/Lot: IS.-9-8.1 t Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated t 11/412016 pursuant to which Building Permit No. 41188 dated 11/23/2016 f was issuer/,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for F which this certificate is issued is.- alterations s:alterations and additions,for storage only. to an existing restaurant as applied for. F € a 1 Is The certificate is issued to Mgh Enterprises Ina I I of the aforesaid building, 1 SUIWOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41188 2//15/2017 i PLUMBERS CERTIFICATION DATED i Au ' ed i ature j 4 li �gQVFOt,t�d Town of Southold 9/24/2018 P.O.Box 1179 W M 53095 Main Rd k Southold,New York 11971 CERTIFICATE OF OCCUPANCY I� No: 39918 Date: 9/24/2018 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25,Orient r SCTM#: 473889 Sec/Bloc"ot: 15.-9-8.1 m Subdivision: Filed Map No. Lot No, b conforms substantially to the Application for Building Permit heretofore filed in this office dated t 4/29/2017 pursuant to which Building Permit No. 41667 dated 5/25/2017 I'"s was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for i t which this certificate is issued is: l wireless pole extension co-Iocation and related equipment as applied for per 7BA#7023 dated 2/16/2017 and Planninu Board for Verizon. ' k The certificate is issued to Mgh Enterprises Inc i 1' C of the aforesaid building. I SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ! ELECTRICAL CERTIFICATE NO, 41667 1/24/2018 PLUMBERS CERTIFICATION DATED 'th ed ignature t E _ H ' G A I 6 f u� I{ • Y I z x 3 11"x. Town of Southoldi 3/20/2017 P.O.Box 1179 0 3 N 53095 Main Rd k Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38867 Date: 3/20/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 40200 Route 25,Orient 3 's 4 x SCTM#: 473889 See/Block/Lot: 15.-9-8.1 Subdivision: Piled Map No. Lot No. i conforms substantially to the Application for Building Permit heretofore filed in this office dated , u 11/4/2016 pursuant to which Building Permit No. 41188 dated 11/23/2016 C R was issued, and conforms to all of the requirements of the applicable provisions of the Iaw. The occupancy for i� which this certificate is issued is: k relocation of an existing walk-in cooler as applied for. t pE I� i +i �i The certificate is issued to Mgh Enterprises Inc I of the aforesaid building. 6 u SU i +'OLK COUNTY DEPARTMENT OF.HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED i G r ed Signatureo f kk p f t n 5 E g a 6901 Jericho Tumpike Suite 210 Syosset New York * 11791 ) Phone(516)390.4300 Fax(516)390,4321 f Website:www.valtechresearch.com GLOBAL REAL ESTATE SERVICES E-mail;info@vaitechresearch.com 3 5 HOUSING AND BUILDING VIOLATION REPORT I fu i I4iP' TITLE NUMBER: S1015—S16269 DATE: 11/2/2018 PREMISES: 40200 ROUTE 25, SOUTHOLD TAX CLASS: 570 MUNICIPALITY: TOWN OF SOUTHOLD STATE: NEW YORK t COUNTY: SUFFOLK i P DIST: 1000 SECT:015.00 BLOCK: 09.00 LOT(S):008.001 k f A SEARCH OF THE BUILDING DEPARTMENT RECORDS INDICATES THE FOLLOWING: © THERE WERE NO PENDING VIOLATIONS FOUND ON FILE AS PER f SEARCH DATED:11/212018 1 E E ❑ SEE BELOW FOR PENDING VIOLATIONS FOUND ON FILE AS PER SEARCH DATED: I E E I 1 r i l I i i I i THE PURPOSE OF THIS REPORT IS TO PROVIDE INFORMATION ON VIOLATIONS SUPPLIED BY THE ABOVE MENTIONED GOVERNMENTAL AGENCY.THIS REPORT IS SUBMITTED FOR 1 INFORMATION PURPOSES ONLY.THIS SEARCH DOES NOT INCLUDE OTHER AGENCIES VIOLATIONS. 25025 I APPEALS BOARD MEMBERS ed Southold Town Hall Gerard P.Goehringer,Chairman �� 53095 Main Road James Dinizio,Jr. o P.O. Box 1179 C203 Lydia A. Tortora v ` Southold,New York 11971 Lora S. Collins A �� ZBA Fax(631)765-9064 George Homing �! �� - Telephone(631)765-1809 BOARD Off'APPEALS RECEIVED�'? TOWN OF SOUTHOLD DEC 2 12018 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 18, 2001 ZONING BOARD OFAPPEAL Appi. No,4905—ORIENT BY THE SEA MARINAIMGH ENTERPRISES (HAAS) Parcel Location: South Side of Main Road(S.R. 25), Orient PARCEL 1000-15-9-8.1 Date of Public Hearing: January 4, 2001. FINDINGS OF FACT PROPERTY FACTS: A site plan prepared by Architechnologies, dated October 19, 2000, shows the subject property to be a parcel of 4.55 acres lying between Main Road and Gardiner's Bay in Orient. It is improved With a restaurant and a marina for commercial and recreational fishing boats. BASIS OF APPEAL: Building Inspector's Notice of Disapproval, dated November 21, 2000, denying a permit to construct an accessory building because it would be 3 feet from the property line whereas Code section 121C(1) requires a minimum setback of 20 feet. RELIEF REQUESTED: Applicant requests a variance authorizing the location of the accessory building as proposed, with a 3-foot setback from the westerly lot line. REASONS FOR BOARD ACTION DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: (1) Applicant wants to provide adequate restrooms for marina patrons, as well as some cold storage for patrons' fish and ordinary storage space for his business. He proposes to build a 20 x 40-foot structure containing these facilities. (2) The property is deep from Main Road to the Bay, but narrow, and the entire center is a boat basin. The relatively narrow strip of land between the westerly lot line and the boat basin is paved and provides vehicular access with parking spaces abutting the westerly lot line. The rational location for the proposed building is on this paved strip. Although there is open land near Gardiner°s Bay, that would be a very inconvenient location for the proposed building. (3) In order to minimize interference with vehicular traffic moving through the property and using the parking spots on the westerly edge of the property, applicant wants to place the proposed building only 3 feet from the westerly lot line. The Board believes this location is desirable for vehicular and pedestrian safety, Since the land to the west is open parkland owned by New York State, construction in the proposed location will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. 'Page 2—January 18,2001 - Appl. No.4905—Orient by the Sea Marina 1000-15-9-8.1 at Orient RECERIED DEC 21 2018 ZCiV%IVG BOARD OFAPAI�" (4) There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. (5) The action set forth below is the minimum necessary and adequate to enable applicant to provide adequate restroom and storage facilities in a rational location, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinixio, it was RESOLVED, to GRANT the requested variance subject to the CONDITION that the accessory structure shall at no time be used as,sleeping or living quarters. Vote of the Board: AYES: Members Goehringer, Dinixio, Tortora, Collins. (Member Horning of Fishers Island was absent.) This Resolution was duly adopted (4-0). ;;ERARD P. GOEHRINGE , CHAIRMAN _ l aias� :sUVr1 s..L.1.13 1V 1 DAT 1 asEol Ib' 'go Town Clerk, Town of Soy".1,0- BOARD MEMBERSSouthold Town Hall o�sou � rs Leslie Kanes Weisman,Chairperson ��� D� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer • Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider Coll Southold,NY 11971 -1 2-1 q http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ��'� �a DEC % Tei.(631)765.1809•Fax(631)765-9064 zONIlqG BOARD aI=APP f�8� Y, 9i 2012 FINDINGS,DELIBERATIONS AND DETERMiI14Cf ON .9, A�At MEETING OF FEBRUARY 15,2012i ZBA FILE:6533 NAME OF APPLICANT:MGH Enterprises,Inc./New Cingular Wireless,LLC PROPERTY LOCATION:40200 Main Road(adj.to Gardiners Bay)Orient NY SCTM#1000-15-9-8.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. . SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 12, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated January 30,2012.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENNT with the LWRP. PROPERTY FACTS/DESCRIPTION- Subject property is a conforming lot in the MII zone. It is improved with a one story frame restaurant with attached deck,accessory one and two story building, along with boat slips. It has 181.72 feet of frontage on Main Road (SR 25), 752.00 feet along the eastern property line, 348.41 feet on Gardiners Bay and 1000.01 along the western property line as shown on the survey dated 4-6-2006 last updated 10- 27-2011 prepared by Hawkins Webb Jaeger,PLLC. BASIS OF APPLICATION: Request for Variances from Article XVII Code Section 280-70i(3)and Article XIII Section 280-56 (Bulk Schedule), based on an application for building permit to install a wireless telecommunication tower and equipment and the Building Inspector's October 17, 2011, amended November 9, 2011 Notice of Disapproval,at; 1) less than the code required distance to adjacent residential property line of 500 feet,2)less than the code required side yard setback of 25 feet. RELIEF REQUESTED: The applicant requests variances to install a new wireless communication tower and equipment at 7.1 feet from a residential property line where the code requires minimum distance shall be no less than 500 feet and a side yard setback of 7.1 feet where the code requires 25 feet. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Planning Board. In a memorandum dated December 20,2011,the Planning Board stated they just received the Site Plan and Special RECEIvEL) Page 2 of 3—February I5,2012 DEC 2 12018 ZBA File#6533—MGH Enterpdses,lncJNew Cingular Wireless,LLC CTM:1000-15-9-E.1 ZONING BOARD OFApP,4LS Exception applications and have not yet determined their completeness. The Planning Board requested a condition be added to the decision stating the proposed height and location are necessary and confirmed by the Planning Board as per Town Code.The applicant submitted, on Feb. 6,2012,a letter from NYS Office of Parks,Recreation, and Historic Preservation indicating that the applicant's proposed project will have "no effect upon the cultural resources in or eligible for inclusion in the National Registers of Historic Places;"and a cover letter explaining that that State was duly notified by certified mail about the public hearing and had not replied and did not appear in opposition. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2012 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina,a restaurant,an office building and parking lot used by Plum Island employees,a large interstate ferry terminal and a residential development.Any detriment is mitigated by the placement of the tower at the southernmost end of the property which is the farthest distance from the existing buildings and residences in the area. 2. Town Law$267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance because any proposal to construct a cellular tower to fill in the gap in coverage that is proposed by this request in this area of Southold Town would require similar or larger variances. 3. Town Law 267-b 3 3 . The variances granted herein are mathematically substantial. The code required minimum distance of all wireless equipment adjacent to residential property lines is no less than 500 feet, the applicant is,proposing a 7.1 foot setback, representing a greater than ninety eight percent (98%) relief from the code. Also the requirement of a 25 foot minimum side yard setback is proposed to be reduced to 7:1 feet, this represents a seventy percent(70%)relief from the code, However,the residential property in question is owned by Long Island State Park Commission(Orient State Park)and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. With respect to the.physical impact on the neighborhood,the Board finds,based on the report submitted by the applicant titled "Proposed Public Utility Wireless Communications Facility Orient By the Sea" Prepared by VHB Engineering surveying and Landscape Architecture,PC,that the location is the least obtrusive,given the uses in the surrounding area and the limited choice of locations for siting such a structure. As for the environmental conditions with respect to the radio frequency emissions,the total amount emitted will be more than 48 times below the limit established as safe for continuous human exposure as set by the FCC and stated on page 12 (Compliance Conclusion) of the report titled "Antenna Site FCC RF Compliance assessment and Report submitted by the applicant's expert consultant 5., Town Law 6267-b(3Nb)(S). The difficulty has been self-created. The applicant choose the-parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to choosing this location. However,the difficulty is actually caused by the lack of any parcel within the proposed effective range of the proposed tower that would not need even more extreme variances. ♦ �__� _ RpppeCEppVEpgp O Page 3 of 3—February 15,2012 DEC 2 12018 ZBA Fite#6533—MGH Enterprises,Inc/New Cingular Wireless,LLC CTM. 1000-15-9-8 1 ZONING BOARD OF APPEALS 6.Town Law 067-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new wireless telecommunication tower and equipment while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Schneider, and duly carried,to GRANT,the variance as applied for,and shown on the site plan prepared by William F. Collins,AIA,Architects, LLC and dated 4/27/06 last revised 10/28/11 and the survey dated 4-6-2006 last updated 10-27-2011 prepared by Hawkins Webb Jaeger,PLLC. Subject to the following conditions: CONDITIONS: 1. The height and location variances granted in this decision is subject to the Applicants receiving site plan and Special Exception approvals and confirmation of the necessity of the proposed location and height, as per Town code,from the Southold Town Planning Board. 2. Although the drawings approved in this decision refer to a monopole designed to telescope to 90 feet in height,this decision is not a de facto height variance.The MR zone permits a maximum of 80 feet for cell towers;and should the applicant deem it necessary in future to increase the height of the monopole beyond what the code permits,they must return to the ZBA for a height variance. That the above conditions be written into the Building Inspector's Certificate of Occupancy,when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action.does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de mimmis in nature for an alteration that does not increase the degree of nonconformity Vote of the Board: Ayes.Members Weisman(Chairperson),Schneider,DinWo,Horning. Member Goehringer was absent. This Resolution was duly adopted(4-0). Leslie Kanes Weisman,Chairperson Approved for filing /2012 � 1 BOARD MEMBERSOf SOSouthold Town Hall � y Leslie Kanes Weisman,Chairperson h�� O. 53095 Main Road-P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank Georgd Horning AN, �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �OUNT'1,N Southold,NY 11971 http://southoldtown.northforkmet RECEIVE® ZONING BOARD OF APPEALS a'`1 PM RECEIVED TOWN OF SOUTHOLD FEB 2 2 2017 Tel.(631.)765-1809-Fax(631)765-9064 DEC 2 2018 S 5 roldE21erk._ ZONING BOARD OF A"E MDINGSIBERATIONS AND OF FEBRUARY 6T RRMW MEETINGATION ZBA FILE:7023 NAME OF APPLICANT:MGH Enterprises,Inc.Verizon Wireless PROPERTY LOCATION:40200 NYS Route 25,Orient,NY SCTM#1000-15-9-8.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 19,2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION. This application was referred for review under Chapter 268, Waterfront Consistency review of the-Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated January 30,2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted to.this department, as well as the records available, it is the coordinator's recommendation that the proposed action be EXEMPT from LWRP review pursuant to Chapter 268,Mainor Actions Item(F). TOWN OF SOUTHOLD PLANNING BOARD: This application was referred for comments to the Town of - Southold Planning Board. In a memo dated January 27, 2017, Members of the Planning Board expressed their support of the-application with comments,and recommended that the Zoning Board of Appeals include a condition that the proposed location and height be confirmed by the Planning Board and their technical consultant as per Town Code. . PROPERTY FACTS/DESCRIPTION: Parcel is a conforming lot in the in the ME Zone. It is improved with a one story frame restaurant with attached deck,accessory one story and two story buildings,along with boat slips, It has 181.72 feet on Main Rd.(SR25)'to the north,752 feet along the easterly property line' 348.41 feet on , Gardners.-Bay to the south and 1000.1 feet on the westerly property line. Shown on a survey prepared by Hawkins Webb Jaeger, PLLC, last revised November 15, 2014 and a site plan (Page SP-100.00) prepared by WFC Architects,last revised May 23,201.6. BASIS OF APPLICATION: Request for a Variance under Article XIII, Section 280-56; and the Building Inspector's October 18,2016 Notice of Disapproval based on an application for a permit to collocate a wireless RECEIVED Page 2,February 16,2017 DEC 21 2018 �'k7� #7023,MGH Enterprises,Verizon Wireless SCTm No.1000-15-9-8.1 ZONING BOARDOFApp r communications facility on subject property at: 1) less than the code required minimum side yard setback of 25 feet, located,at:40200 NYS Route 25,(Adj.to Gardeners Bay)Orient,NY.SCTM# 1000-15-9-8.1. RELIEF REQUESTED: The applicant requests variance relief to install a wireless telecommunications equipment compound with a side yard setback of 7.25 feet from the subject property line, adjacent to an R400 Zoned NYS State Park,where 25 feet is the minimum permitted by code. The Notice of Disapproval was amended on August 24,2016 to address the need for a variance from the Zoning Board of Appeals and further amended on October 18, 2016 to correct errors. ADDITIONAL INFORMATION: The Chief of Police of Southold Town submitted comments by email-to the Chairperson of the Zoning Board of Appeals,on January 31,2017,addressing this application. He indicated that it was critically important that the proposed Verizon Wireless equipment be approved by the Board of Appeals.-He stated that the local police participate in counter terrorism drills with other local, state and federal agencies; and that current spotty communications from Orient Point and Plum Island both by radio and cell phones would be greatly improved with the installation of this proposed cellular equipment,The Suffolk County Police Department indicated in their letter of December 2,2016 submitted by the applicant,that they fully support the application due to the need for communications coverage for police and public safety. The applicant also submitted several reports including three engineering reports and an FCC Compliance Assessment Report which will all be forwarded to the Planning Department for their review of the site plan application. On February 15,2012 in ZBA#6533,the Zoning Board granted MGH Enterprises Inc./New Cingular Wireless, LLC variance relief to install a new wireless communications tower and equipment compound having a 7.1 foot side yard setback from the property line,which was subject to a condition that they return to the Zoning Board if, in future,they wish to increase the height of the monopole. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2017 at which time written and oral evidence were presented, Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina, a restaurant, an office building and parking used by Plum Island employees, a large interstate ferry terminal with parking area, an R-400 zoned protected NYS State Park which cannot be subdivided and two large residential developments across NYS Route 25,to the north. Any detriment is mitigated by the placement of the proposed cellular equipment compound at the southernmost end of the property which is the farthest distance from existing buildings and residences in the area. Additionally dense screening exists on site and is proposed for the new equipment compound to further mitigate visual impacts. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. To function properly, the proposed equipment compound must be located next to the existing equipment compound which was previously granted a 7 ft. 1 in.side yard setback 3.- Town Law X267-b(3)(b)(33)., The variance granted herein is mathematically substantial,representing 70% relief from the code.However,the proposed equipment will be concealed inside a secure fenced compound area screened from the adjoining State Park area with landscaping and adjacent to an existing equipment Page 3,February 16,2017 -7z?� l���EAV(�i� #7023,MGH Enterprises,Verizon Wireless + SCrm No.1000-15-9-8.1 DEC 21 2018 4. compound that-has had no adverse impact. Moreover, the colocation on® e�exii Igtai`� U.S�Vill improve cell coverage needed by the community and law enforcement agencies and the Town supports collocation of existing antennas,instead of creating new sites in many locations. . Town Law &267-b(3)(b)(4)No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The adjacent residential property is owned by Long Island State Park Commission(Orient State Park)and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. S. Town Law 4267-b(3)(b)(5). The difficulty has been self-created.However,the original site chosen for the existing tower has not caused any physical or environmental problems for either the surrounding residentiahcommunity or the commercial community. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new wireless telecommunications equipment while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes,and duly carried,to GRANT the variance as applied for,and shown on the five page Site Plan(Pages T-100.00, SP-100.00,A-100.00, A-101.00,A-102.00,prepared by WFC Architects,last revised May 23,2016, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Pursuant to the request by the Town of Southold Planning Board,proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformitles under the zoning code. This action does not authorize or condone any current or future use, setback.or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action, The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 4,February 16,2017 #7023,MGN Enterprises,Verizon Wireless RECENED SCTm No.1000-15-9-8.1 DEC ZONING BOARD OFAPP,9ALS Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1)year terms. Vote of the Board.• Ayes;Members Weisman (Chairperson),Schneider, Horning and Dantes. (Member Goehringer not present) This Resolution was duly adopted(4-0). czz_ /Q�flt/j Leslie Kanes Weisman,Chairperson Approved for filing c�/"Y/ /2017 T Goggle Maps 40200 Main, LL.0 (Orient by the Sea) SUM No 1000-15-9-8.1 �� � r vnGnr r�yib r Orient Point County Park mucranes� �e�" uo�+` ��RO � V m Orient Point Ferry P Eagle's Neck c Paddling Company hF s w uneiu by the BedP n� lP A G 3 m � QNorth Fork Flower Farm Goc:gle Map data 02019 500 ft 40200 Main LLC Orient . OIL X. ! P {J 1 w aO� :�p►�m is �• 1�°rte' �' Gtpss SpU kv oOrient Point T _ 0 n ve r Google Earth N c 2018 Googlc l 2000 ft I 40200 Main LLC Orient by the r • • 1000-15-9-8.1• *•+� s -Ir wk ». 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