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Home My WebLink About1000-83.-3-2.1 ARCHITECTS: OREGON ROAD ESTATE VINEYARD RENOVATION SAMUELS+ , i I,,r.<r},...r.J:x-.a w, Ir_,.1p..I,_��J.¢q,,.r a-r,.3 Nr.4,R. �",rLrI..::..-,.,_�1k,_,a r.4..,r a�I:...r.'�..,...1,a.. �I f u r .,>.f_.>,t u 4_ ,1k`,x j c._"�a•_x,.. ,...:,,,.....,:.,..,r.�l-tl S. �. , -I',s:4.'r err1 rI .�a. ..,S.e�s vg�.I.-."�. s. gm i a�... s, ..,, , Q STEELMAN ADDR 25235 MAIN ROAD MAY � L6 CUTCHOGUE NY 11935 S0 THOLD TOWN , �i Y , u �5 PLANNING AR -734 6405631 } . 1 YI p r , {, I �I I CONSULTANTS. ENGINEER: � .. COMPANY STREET NEW YORK NY 00000 OWNER: � . .M OREGON ROAD ESTATE VINEYARD LLC t � • t k. 13050 OREGON RD P.0 BOX 523 CUTCHOGUE, NY 11935 IRI REVISIONS: r4el£lv F t I x it �5 PERMIT SET 1.15.24 , N PROJECT NAME: GENERAL NOTES BEFORE START OF ANY WORK AND DISCREPANCIES OR Q VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE THE ATTENTION OF THE OWNER BEFORE PROCEEDING. KEY PLAN TEST HOLE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE NO SCALE CODES AND ORDINANCES HAVING JURISDICTION AND BEST CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED BY MARK McDONALD GEOSCIENCE STANDARDS OF CONSTRUCTION PRACTICE. BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN Q __._._____ -_ SITE INFO SOUTHOLD, NEW YORK 11971 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. GOVERNINGY. LOCATION: 13050 OREGON ROAD THE CONTRACTOR SHALL VERIFY OIL CONDITIONS AGENCY.C CUTCHOGUE NY, 11935 CT THE 13. ALL WORK OF THE VARIOUS TRADES IS TO BE w TOTAL SITE AREA: 591,144 SF (13.639 AC.) TEST HOLE DATA 5/14/10 ELEV. + 23ll SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL O SITE AREA{DEV RIGHT INTACT): 40,046 SF OR .92 ACRES DARK BROWN LOAM OL ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT CODES AND ALL OTHER APPLICABLE AGENCIES AND O ' SITE AREA DRS : 554, 0 FT. __„.- m w_-p _.____.._____ OF CONSTRUCTTON, THE CONTROCTOR SHALL BE ( ) 114.44 SF (12 721 OC) II STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS TYPE: AC (AGRICULTURAL CONSERVATION) I RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HEREINAFTER STATED OR IMPLIED. S.C. Tax Map #: 1000-83.-3-2.1 BROWN SILT MT ! HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS 3. WIIL BE OF GOOD QUALLTY FREE FROM FAULTS END BUILDING USE: DRY STORAGE, WINE TASTING ROOM 1.0 FT. _ _ _ CONTRARY TO THAT REQUIRED BY THE APPLICABLE z 13050 OREGON RD 23' 0" DEFECTS FOR O PERIOD OF ONE YEAR FORM THE DOTE OF GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO OWNER: BROWN SILTY SAND SMI THE FINAL CERTIFICATE OF OCCUPOM;Y. THE ATTENTION OF THE OWNER, AND CORRECTED IN 3.0 FT._-_ . 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE O OREGON ROAD ESTATE VINEYARDS LLC ORDER TO CONFORM TO THOSE GOVERNING 13050 OREGON RD CUTCHOGUE NY 11935 CONSTRUCTION MEANS METHOD, TECHNIQUES, REQUIREMENTS. OQ� PALE BROWN FINE TO MED SAND SP SEQUENCES OR PROCEDURES, OR FOR THE SAFETY 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL 4.0 FT. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE SURVEYOR: CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE WORK AND HO ARCHITECT OR HIS REPRESENTATIVE. HATE CORWIN 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS �<v 1586 MAIN ROAD 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF 4 JAMESPORT, NY 11947 FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF U) PALE BROWN FINE TO COURSE SAND SW THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL WORK DESIRED BY THE OWNER. LOT COVERAGE CALCULATION: (DEV RIGHT INTACT) 16 FT. - NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND O SITE AREA: 40,046 SF OR .92 ACRES __ -_..._... _._. __ ___.__. .___ _._ _._ ._ - - THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE RECONSTRUCTED TO INSURE DURABLE STRONG TOTAL LOT COVERAGE ALLOWED: 20 % (8,009.2 SF) 23 FT. DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A TOTAL LOT COVERAGE SF EXISTING: 13.9% (5,569 SF) THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. COMPLETE WALL. PROJECT ADDRESS: THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL (NO INCREASE PROPOSED) 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS TOTAL COVERAGE: 13.9% < 20% REQUIRED COMMENTS:NO GROUNDWATER ENCOUNTERED MAINTAIN CONTINUOUS INSURANCE ,COVERAGE ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. OREGON ROAD STATUTORY POLICLES (WORKER COMPENSATION, ETC.)AND REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING, CUTCHOGUE, NEW YORK FLOOD ZONES: GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 PRIOR TO ANCHORING PLATE. SITE IS NOT LOCATED IN A FLOOD ZONE. MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM ED A ti COVERAGE NOT LESS THON $ 2 MILLION. THE ARCHITECT THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, �� E JEgNeh'i�. CODE INFO SHALL BENAMED INSURED ON ANY AND ALL POLICIES. SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE D RAW I N G LIST. 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY NOTED BY THE OWNER. �s G ALL WORK DONE UNDER THIS CONTRAaCT SHALL COMPLY WITH CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE m r T-100.00 TITLE SHEET THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE TIME OF THIS APPLICATION ARE NOT THE * N { A-001.00 GENERAL NOTES CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY LNSULOTED CORES. THE INSULATION PROTECTION AS RESPONSIBILITY OF THE ARCHITECT. - - • .,, S-100.00 SITE PLAN ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT S-200.00 ENLARGED SITE PLAN ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO STANDARDS. THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY S�. 04436 OF N DM-100.00 1ST FLOOR DEMO F- THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL 7. THESE DRAWINGS AND SPECIFICATION ARE OF THE ARCHITECT. q 1( EON A-100.00 CONSTRUCTION PLAN BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE 21 . CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS A-101.00 EGRESS PLAN SHALL BE SECURED AND PAID FOR BY THE TENANTS PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT DRAWN By, Author A-102.00 ROOF PLAN CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT DATE: 515120265:15:41 PM SCOPE OF WORK. A-300.00 ELEVATIONS LIMITED TO THE FOLLOWING: BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN TO THE ACT. SCALE: BUILDING AND STRUCTURAL 2020 CODE OUTHORLZATLON OF THE ARCHITECT. 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING A-301.00 ELEVATIONS SMOKE AND CARBON MONO. 2020 CODE 8. A SINGLE STATION SMOKE DETECTOR .ALARM DEVICE USED IN THE PERFORMANCE OF THE WORK SHALL DRAWING SHEET NAME: DRY STORAGE AND WINE TASTING ROOM. NO INCREASE IN SQUARE A-350.00 SECTION SHALL BE INSTALLED CONFORM TO THE STANDARDS OF THE BUILDING. SAFETY NOTICES 2020 CODE , A-600.00 WALL TYPES FOOTAGE. MECHANICAL 2020 MECHANICAL CODE IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE COVER SHEET INTERCONNECTED PER CODE. DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR PLUMBING 2020 PLUMBING CODE 9, ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR ENERGY CODE 2018 NYS ENERGY MECHANICALLY VENTILATED OS PER NEW YORK STATE WHICH CUSHMAN & WAKEFIELD INC. ACTS AS AGENT" CONSERVATION CODE. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE DRAWING SHEET NO: 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE t GOVERNING AGENCY OR AGENCIES. MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED � T=000 , 00 ARCHITECTS: GENERAL NOTES (CONT.) PLUMBING NOTES ACCESSIBILITY NOTES (BC 2014 - CHAPTER 11) P(3GESSIBILITY AND TYPICAL MOUNTING HEIGHTS 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, 1. CABINETS SHALL BE MODIFIED, RANGE,DISHWASHER,WASHER I DRYER(WHERE APPLICABLE)SHALL BE 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS SAMUELS+ 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. PLUMBING AND FUEL GAS CODES, REPLACED AND APPROVED TYPE APPLIANCES SPECIFIED IN ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY 3. IF NECESSARY:UPDATE AND MODERNIIZE HVAC EQUIPMENT IN LIVING ROOM AND BEDROOM-COORDINATE WITH 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL, APARTMENT TO BE RENOVATED, 3. FOR DEVICES ON WALLS UP TO 3'-0"WIDE, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN. STEELMAN BUILDING, 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED WI 2. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS SHALL BE MADE STABLE,FIRM AND 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3-0"LAYOUT DEVICES VERTICALLY ON ONE SIDE OF 4. ALL SPECIFICATIONS I SCHEDULES TO BE COORDINATED IN DETAIL AFTER INITIAL FLOOR PLAN DESIGN APPROVAL PIPE INSULATION. SLIP RESISTANT IN COMPLIANCE WITH SEC,4.5.1.ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE WALL,REFER TO PLANS FOR SIDE LOCATION OF WALL. FROM THE MANAGEMENT COMPANY AND BOARD. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER.PLUMBING CONTRACTOR SHALL ARRANGE AND APARTMENT TO BE RENOVATED. 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2"APART. 5. BATHROOM IS TO REMAIN AT THE SAME LOCATION AND SIZE. OBTAIN INSPECTIONS AND SIGN-OFFS, 3. DIMENSIONS OF CLEAR SPACE AND DOOR OPENING INTO ADAPTABLE TOILETS(WHERE APPLICABLE)COMPLY 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP,COORDINATE WITH SCHEDULED 5.1. ALL UTILITIES AND FIXTURES TO REMAIN OVER EXISTING"WET ZONES" 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A WITH SEC.4.32.4.2. MILLWORK AND FURNITURE. ADDRESS: 5.2. NO NEW EXHAUST VENTS RESULT OF THE ALTERATION,SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE 4. DOOR WIDTHS SHAL.L BE A MINIMUM OF 34"IN COMPLIANCE WITH SECTION 4.13.5 ANSI DOOR CLEARANCE TO BEFLOOR HALL SIGNALS 25235 MAIN ROAD 5.3. EXPANSION(IF DESIRED)MUST BE:APPROVED BY THE BOARD FIXTURES TO THE BUILDING RISERS AND STACKS.IN ALL SUCH INSTANCES,NEW RISER SHUT OFF VALVES SHALL 32". DESIGNATION oo THERMOSTAT/ COAT CUTCHOGUE NY 11935 6. THE KITCHEN TO REMAIN AT THE SAME LOCATION AND SIZE UNTOUCHED. BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. 5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2"IN HEIGHT AS PER SEC 4.13.8 ANSI. (ADA/ANSI) TEMPERATURE HOOKS 631-734-6405 7. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYC BUILDING CODES FOR CLASS I FIREPROOF 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS 6. HANDLES, PULLS,LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A co SENSOR 0 2" _ HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. SHAPE THAT IS EASY TO GRASP AND SHALL BE OPERABLE WITH ONE HAND AS PER SEC 4.13.9 ANSI. L CONSULTANTS: CARD READER ENGINEER: BUILDING,AND ALL WOOD WILL BE FIRE RATED. o 8. THERE MAY BE HUNG CEILINGS AND SOFFIT IN THIS PROJECT SEE PLANS FOR CONFIRMATION). 7. NO WORK SHALL BE DONE THAT AFFECTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM 7. MANEUVERING CLEARANCES AT DOORS TO COMPLY WITH ANSI SEC 4.13.6 5.SINKS SHALL BE HANDICAP ' BUTTON SWITCH � J I o ( ) THE BUILDING MANAGEMENT. ACCESSIBLE AS PER FIG.31 ANSI. � � � � � - -- ¢ m � - z THE 9. PLUMBING PARTITIONS,PARTY WALLS OR EXTERIOR WALLS WILL BE CONSTRUCTED WITH MASONRY OR CEMENT h �CD STREET BOARD AND PLASTER OR EQUAL, 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE CITY,BOARD OR ITS 8. FUTURE OUTWARD DOOR SWING INDICATED ON DRAWINGS(TPPN 15/88). o _ Lu _ o NEW PORK, NY 00000 10. ARCHITECT TO PROVIDE AN ELECTRICAL LOAD LETTER LISTING THE EXISTING AND NEW ELECTRICAL LOADS DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED. 9. DOOR BUCK SHALL BE PROVIDED TO ALLOW REMOUNTING ON SAME FRAME IN ORDER TO ACHIEVE ALTERNATE rhm-- ! Q BASED ON THE NEW YORK CITY ELECTRICAL CODE. 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. SWING(TPPN 15/88). o "' OWNER; 11. PRIOR TO WORK,THE CONTRACTOR AND ARCHITECT SHALL MAKE ADEQUATE PROBES OF EXISTING PARTITIONS 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION. 10. EXISTING RESIDENITAL BUILDING WITH ELEVATOR SERVICE COMPLIES ANDIOR PARTIALLY COMPLIES WITH ELEVATOR DOOR SWING DOOR OUTLETS SHOWER CONTROLS OREGON ROAD ESTATE VINEYARD LLC TO BE DEMOLISHED TO DETERMINE THE PRESENCE OF ANY CONCEALED RISERS, ELECTRIC CONDUIT, 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE.ALERT ARCHITECT TO MODIFY PREVIOUS ACCESSIBILITY REQUIREMENTS UNDER LOCAL LAW 58 OF 1987, AND ACCESSORIES 13050 OREGON RD TELEPHONE OR OTHER UTILITY LINES;SERVICING THE BUILDING OR OTHER APARTMENTS PRIOR TO COMMENCING PLANS IF OTHERWISE, 11. NEW WORK SHALL COMPLY WITH 2O14 BC,CHAPTER 11 "ACCESS I BLITY"(ANSI Al 17.1-2009)EXCEPT THAT AS THIS I P.0 BOX523 CUTCHOGUE,NY 11935 DEMOLITION. 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED WI AIR CHAMBERS RISING ABOVE THE RESIDENTIAL BUILDING WAS OCCUPIED PRIOR TO MARCH 13, 1991,TOILET AND BATHING ROOMS MAY COMPLY i / 40 MIRROR 12. ARCHITECT SHALL_ASSURE THAT NO BUILDING SYSTEMS WILL BE DEMOLISHED, DAMAGED,OR RELOCATED FIXTURE, WITH PROTOTYPES[ESTABLISHED BY ANSI Al17.1-1986 PER RCNY 1101-01. �� _�L8�Mk i 48"MIN. REVISIONS: 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED 'z 24"MIN. MAX. 42" MI DURING DEMOLITION OR CONSTRUCTION WITHIN THE APARTMENT INCLUDING,BUT NOT LIMITED TO,STRUCTURAL 12. BC 1101.3.1: NO CHANGE OF OCCUPANCY OR USE PROPOSED UNDER THIS APPLICATION � � ' ' A`L _ _ _ _ PERMIT SET 1.15.24 ELEMENTS SUCH AS SLABS BEAMS,COLUMNS,VENTILATION AND FIRE-RATED SHAFTS,ELECTRICAL,INTERCOM, ENDS AND BRASS BUSHINGS. 13. BC 1101.3.2:ALL PORTIONS OF THE;BUILDING BEING ALTERED UNDER THIS APPLICATION TO THE EXTENT OF THE i� 12"�12" z SOAP z GAS,HEATING,OR PLUMBING RISERS,,AMONG OTHERS.ARCHITECT SHALL ASSURE THAT WORK WILL NOT IMPACT ALTERATION ARE PRZOVIDED WITH ACCESSIBLE FEATURES AS NOTED, ' i 1 g 8 - - 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. I o BUILDING SYSTEMS AND/OR SURROUNDING APARTMENTS AND WILL BE PROPERLY PERMITTED AND SIGNED OFF 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE 14. BUILDINGS AND FACIILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH ; i��_ (, T,a - - - -`�' ON. IF UNEXPECTED CONDITIONS ARE!UNCOVERED AND/OR THE ALTERNATION PLANS MUST BE MODIFIED IN ANY x - WAY, SLAB. CHAPTER 11 ACCESSIBILITY, BC APPENDICES E, N&P,AND ICC Al 17.1 (ACCESSIBLE AND USABLE BUILDING L - - -„- - - - - U Q Q - ¢ CLEAR THE APARTMENT OWNER AND/OR THEIR CONTRACTOR MUST NOTIFY BUILDING MANAGEMENT PRIOR TO 60 MIN. MI FLOOR PROCEEDING FURTHER.IF SIGNIFICANT ALTERNATIONS TO THE APPROVED AND PERMITTED PLANS ARE 16. NO RISERS CAN BE RELOCATED OR REMOVED. FACILITIES). M I MCD REQUIRED AND THEY ARE PRESENTED)AND PRE-APPROVED THOUGH MANAGEMENT AND THE BUILDING 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT 15. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING,TO ACCESSIBLE BUILDING PLAN NPLAN SPACE CONSULTANT THE:DOB PERMITS MUST BE AMENDED THROUGH THE PAA PROCESS AT THE DOB, NO WORK ON INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY,AND OTHERWISE COMPLY ACCESSIBLE GRAB BAR WITH JTOILET I ACCESSIBLE 11"MI . PROJECTNAME: THE MODIFIED WORK CAN BE PERFORMED UNTIL THE PAA IS APPROVED, 18. SPEEDY CONNECTIONS ARE NOT PERMITTED, WITH CHAPTER 4,ACCESSIBLE ROUTES,OF THE ICC 117.1. WATER CLOSET REINFORCING STRIP PAPER LAVATORY 12.1. IF NECESSARY:THE CONTRACTOR SHALL FIRE-SAFE ANY OPENINGS BETWEEN FLOORS ANDIOR WALLS 19. PRESSURE ASSIST TOILETS SHALL NOT BE:PERMITTED. 16. ACCESSIBLE MEANS OF EGRESS TO BE PROVIDED AS PER NEW YORK CITY BUILDING CODE SECTION BC1007. C�3INe�m-;,u V�o; EXPOSED DURING THE WORK. 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. 17. ALL UNITS SERVED BY AN ELEVATOR IN OCCUPANCY R-2 SHALL BE TYPE B UNITS WITH THE ADDITIONAL 12.2. ALL VENT OPENINGS,CONVECTORS,ENTRY AND SERVICE DOORS SHALL BE SEALED OFF WITH REQUIREMENTS OF TYPE B UNITS IN R-2 OCCUPANCY PER BC 1107.2.ALL TYPE B UNITS TOILET AND BATHING MAY 13 202-F POLYETHYLENE SHEETING 6 MIL.THICK OR GREATER AND/OR DUCT TAPED DURING DEMOLITION TO PREVENT 21. ALL VALUES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT. FACILITIES IN GROUP R-2 MUST COMPLY WITH APPENDIX P OR TYPE A TOILET AND BATHING FACILITIES(BC ; ; „�IIN ; 4„�IIN ti SOUTHOLD TOWN DUST FROM INFILTRATING BUILDING S 4YSTEMS,CORRIDORS AND STAIRS. 22. IF NECESSARY:NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB. LEAD PANS MUST 1107.2.2).DWELLING UNITS SHALL BE EQUIPPED WITH DOOR WIDTHS AND CLEAR FLOOR SPACES FOR POSSIBLE ' I I !24" MIN.! PLANNING BOARD 12.3. THE CONTRACTOR MUST CONTROL DUST AND NOISE TO THE MAXIMUM EXTENT POSSIBLE DURING THE BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION,THE SHOWER PAN MUST BE OCCUPANTS WITH PIHYSICAL DISABILITIES.TYPE B UNITS FOR R-2 OCCUPANCY SHALL INCLUDE ADAPTABLE 24" MIN. ' M X. 4"MAX 12"MI . DEMOLITION AND CONSTRUCTION WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REQUIREMENTS OF TESTED BY 24-HR STANDING WATER TEST,THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED, FEATURES AND ABIDE BY REQUIREMENTS SET FORTH ALL APPLICABLE SPACES IN SECTION BC 1107. THE BUILDING'S ALTERATION AGREEMENT REGARDING WORK WITHIN THE APARTMENT AND OTHER BUILDING BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. oil I ° 18. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIM`=REQUIRED TO ' � t,l, ACCESS AREAS. 48 MIN. MIN 30 MIN. .Ml1V� � 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET,WASHING MOVE THE DOOR SHALL BE 5 SECONDS MINIMUM. - - - - - _ _ 12.4. THE CONTRACTOR MUST CONTROL DUST AND NOISE TO THE MAXIMUM EXTENT POSSIBLE DURING THE MACHINE, DISH WASHER,AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILITY SINKS AND TUBS SHALL 19. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308 / DEMOLITION AND CONSTRUCTION WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REQUIREMENTS OF HAVE OVERFLOW DRAINS BUILT IN, OF THE ICC Al 17 AND BE OPERABLE W N AN THE BUILDING'S ALTERATION AGREEMENT REGARDING WORK WITHIN THE APARTMENT AND OTHER BUILDING .1 WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR Ej ��. PIPING NOTES TWISTING OF THE WRIST AS PER SECTION 309 OF THE ICC Al17.1. ACCESSIBLE TUB FOR GRAB BAR WITH J < ACCESS AREAS, ADAPTIVE BATHROOM REINFORCING STRIP 12.5. PER DOB:A CERTIFICATE FROM ALICENSED ASBESTOS INVESTIGATOR INDICATING WHETHER THE PROJECT 20. BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS TO BE PROVIDED IN ALL ACCESSIBLE BATHROOMS AS DOES OR DOES NOT INVOLVE THE REMOVAL OF ASBESTOS MUST BE PROVIDED TO THE MANAGEMENT PRIOR TO STR IN ALL RENOVATED AREAS,THE FEED BRANCH LINES MUST BE REPLACED BACK TO THE RISER, DESCRIBED IN SECTION 604 OF ICC A117.7.GRAB BARS,SHOWER SEATS AND DRESSING ROOM BENCH SEATS WORK. 2. ALL RISERS MUST BE INSPECTED BY THE RESIDENT MANAGER UPON OPENING UP THE WALLS AND IF ANY WORK SHALL BE DESIGNED)TO MEET THE REQUIREMENTS OF NEW YORK CITY BUILDING CODE SECTION BC 1607.7.2. rL „ / 12.6. THE CONTRACTOR SHALL COMPLY WITH"THE USE OF LEAD-SAFE PRACTICES"FOR WORK IMPACTING 6 SQ, 21. INTERIOR ACCESS,FLOOR SURFACES,ADAPTABLE KITCHENS,ADAPTABLE KITCHENETTES AND ADAPTABLE 36 40 O IS REQUIRED THE RESIDENT MANAGER SHALL CONTACT THE BUILDING PLUMBER FOR FURTHER REVIEW. `- � FT.OR MORE OF LEAD PAINT IN BUILDINGS ERECTED BEFORE 1978,AND ALL APPLICABLE STATE AND LOCAL 3. THE FEED BRANCH LINES MUST BE EQUIPPED WITH AN EMERGENCY SHUT OFF/CHECK VALVE AS CLOSE TO THE BATHROOMS SHALL iBE AS PER ICC Al17.1. �- --- 4 "MIN. 12" M 36" MIN. 18" 131/ REGULATIONS.PROPOSED WORK MUST ALSO COMPLY WITH THE FEDERAL EPA RULE ISSUED APRIL 22,2008. RISER AS POSSIBLE. o " z ? 12% MIN. MIN co ' ii � 13. THE ARCHITECT HAS REVIEWED THE BUILDING'S ALTERATION AGREEMENT INCLUDING ALL RIDERS,AND THE 4. THE VALVE MUST ALSO BE LOCATED OUTSIDE THE WALL OR IN A FIRE RATED ACCESS PANEL. 00 CONTRACTOR'S SCOPE WILL INCLUDE COMPLIANCE WITH ALL OF THE BUILDING REQUIREMENTS. i 5. ALL BRANCH FEED PIPING MUST CONFORM TO LOCAL CODE REQUIREMENTS AND ONLY HIGH QUALITY COPPER 18h� �� `� `° 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE,EITHER EXPOSED OR FROM ACCESS PANELS. PIPES CAN BE USED. 56" MIN „ a _ 1 1E ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE 6. THE LOCATION OF THE ACCESS PANELS,VALVES AND NEW BRANCH LINE RUNS MUST BE LOCATED ON THE r 11 M - - M - O v 9235 TURNED UP 4"AT WALLS. ALTERATION PLANS AND/OR SHOWN TO THE RESIDENT MANAGER DURING CONSTRUCTION. PLAN i 16. LICENSED PLUMBER SHALL COORDINATE ALL WORK WITH THE RESIDENT MANAGER PRIOR TO THE START OF ALL 7. ALL EXPOSED AND NEW FEED PIPING MUST BE INSULATED.THIS INCLUDES BUT IS NOT LIMITED TO ALL HOT, TOILET PARTITION J GRAB BAR WITH j ACCESSIBLE&AMBULATORY URINAL WORK. COLD,HEATING AND COOLING PLUMBING FEED LINES,WHETHER BELONGING TO THIS APARTMENT OR NOT. REINFORCING STRIP WATER CLOSET 17. FILING, PERMITS,&LICENSES 8. ALL PIPE INSULATION MUST BE INSPECTED BY THE RESIDENT MANAGER PRIOR TO CLOSURE. 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK CITY BUILDINGS DEPARTMENT.A PERMIT WILL BE WALL MOUNTED OBTAINED AND COPY WILL BE PROVIDED TO THE MANAGEMENT PRIOR TO WORK.AT THE COMPLETION OF WORK, CONSTRUCTION PLAN LEGEND ELECTRICAL LEGEND CLOCK SPEAKER/STROBE AED A LETTER FROM THE NEW YORK CITY BUILDINGS DEPARTMENT INDICATING THAT THE WORK HAS BEEN -- -- AUDIO/VISUAL STROBE SATISFACTORILY COMPLETED WILL BE:PROVIDED TO THE MANAGEMENT. HOSE CABINET - -- ALARM&STROBE 17.2. ALL PLUMBING WILL BE PERFORNED BY A LICENSED PLUMBER AND FILED WITH THE NEW YORK CITY _- HORN/SIREN NOT IN SCOPE I 0 BUILDINGS DEPARTMENT.THE WORK VNILL BE APPROVED BY THE NEW YORK CITY BUILDINGS DEPARTMENT AT w FIRE EXTINGUISHER THE COMPLETION OF WORK. NOT IN SCOPE ��GFI GFI OUTLET EXISTING STRUCTUREI z - �� CABINET - o PROJECT ADDRESS: (NON TYPICAL HEIGHT) ¢ 0 z 17.3. ALL ELECTRICAL WORK WILL BE COMPLETED BY AN ELECTRICIAN LICENSED BY THE CITY OF NEW YORK,THE Z, PARTITION WALL _ z ELECTRICAL WORK MUST BE FILED BY'THE CONTRACTOR WITH THE BUREAU OF ELECTRICAL CONTROL AND A DOWNLIGHT 22p � = I = AE�D = FR-, I CERTIFICATE OF ELECTRICAL INSPECTION MUST BE PROVIDED TO THE MANAGEMENT AT THE COMPLETION OF O (SURFACE MOUNT) 22 VOLT OUTLET WARDEN STATION o o - � OREGON ROAD NEW PARTITION WALL O CABINET ¢ Cn w CUTCHOGUE, NEW YORK WORK. DOWNLIGHT ON SENSOR WET ZONE GROUND FAULT CIRCUIT o FIRE ALARM PULL STATION :R EXISTING GYPSUM TILE WATERPROOF CEMENT PLASTER WATERPROOF OS (SURFACE MOUNT) W INTERRUPTER j co 18. TUB/SHOWER WALLS ARE TO BE EITHER WINDOW U RECEPTACLE GYPSUM BOARD,OR NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK. `- DRINKING FOUNTAINS ED A&e 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYC BUILDING CODER RECESSED LIGHT FIXTURE �� QUAD RECEPTACLE WALL MOUNTED (STANDARD&ADA/ANSI) �C?� ��')�Nsq��`� (H-NON TYPICAL HEIGHT) r FLUSH CONTROL 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. DOOR (SEE SCHEDULE ON SHEET X-XXX) IC SMOKE DETECTOR TOILET PAPER AND SEAT . n ti r 21. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION. OO $ SWITCH(VIF) OUTLET OUTLET COVER DISPENSER 22. NO GAS PIPING SHALL BE LOCATED IN'THE FLOOR. OVERHEAD AND BASE MILLWORK _-- (ALL MILLWORK TO BE CONFIRMED O CEILING FAN 23. CON-ED SHALL BE:NOTIFIED OF THE WORK. VIA SHOP DRAWINGS) $p SWITCH ON DIMMER(VIF) x 0 x COUNTER 24. IT IS A SPECIFIC REQUIREMENT THAT THE COMPLETED GAS PIPING SHALL BE TESTED BY CONTRACTOR AND X ED COUNTER DESK INSPECTED AND SIGNED OFF BY THE DOB.SELF-CERTIFICATION BY PLUMBING SHALL NOT BE ALLOWED. 1[ WALL TYPE TAG CHANDELIER $ THREE-WAY SWITCH z M "' oCn sTgTF D4436 (SEE WALL DETAIL SHEET A-800.00) T o OF NEB 25, PRESSURE TEST SHALL BE AT 3 PSI AFTER A NEW VALVE AND TEE IMMEDIATELY ADJACENT TO THE GAS �, M SHUT-OFF.SHUT-OFF VALVE SHALL BE:TESTED WITH SOAP FILM. ROOM L1 _ _ _ _ HORIZONTAL COVE LIGHT INTERCOM �EL ' 26. PRIOR TO COMMENCING ANY WORK,THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BACK TO 101 ROOM TAG (SPECIFY VIA SHOP DRAWINGS) H (H=NON TYPICAL HEIGHT) TOILET 7 PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY. Author DISPENSER&WASTE DISPENSER&WASTE THE POINT REQUIRED BY NYC DOB.IF 1THE LOSS IN PRESSURE EXCEEDS CODE LIMITS,NO GAS PIPING WORK L2 _ _ _ _ HORIZONTAL SHELF LIGHT RECEPTACLE DISPOSAL DATE: 5/5/2026 5.15:46 PM ($ (H=NON TYPICAL HEIGHT) SCALE: As indicated SHALL BE DONE UNTIL REPAIRS ARE MADE AT THE SHAREHOLDER'S EXPENSE. SHOULD IT NOT BE POSSIBLE TO (SPECIFY VIA SHOP DRAWINGS) H THERMOSTAT MAKE THE NECESSARY REPAIRS DUE�f0 LIMITED ACCESS TO THE GAS RISER OR FOR OTHER REASONS,THEN NO GAS CHANGES WILL BE ALLOWED. $H ROLLER SHADE SPEAKER CLEAR DOORWAY WIDTH AND DEPTH DRAWING SHEET NAME; IFG 27. IF THERE IS NO EXISTING GAS SHUT OFF VALVE IN THE APARTMENT, NO GAS PIPING CHANGE WILL BE ALLOWED. H (H=NON TYPICAL HEIGHT) SOFFIT LOCATION ,� �, �� G E N E RAL N OT E S 28. ALL EXISTING THROUGH SLAB PENETRATIONS, PARTY/CHRASE WALL PENETRATIONS,PARTY AND CHASE WALL (CONFIRM DURING CONSTRUCTION) TV AVI HDMI PORT 32 MIN. 32 MIN. 32 MIN. JOINT AT THE TOP AND BOTTOM MUST BE SEALED WITH FIRE STOP SEALANT/MATERIAL. H (H=NON TYPICAL HEIGHT) 28.1. ALL FIRE RATED CHASE WALLS,ENCLOSURES AND FIRE STOPPING MUST REMAIN IN PLACE UNTIL ACTUAL #DROP CEILING DROP HEIGHT Q PROPOSED WORK IS APPROVED AND IMPLEMENTED AND CANNOT BE LEFT OPEN OR UNPROTECTED OVERNIGHT. DJ JUNCTION BOX , 28.2. ANY PROPOSED WORK CANNOT LOWER EXISTING FIRE RATING, DRAWING SHEET NO: 28.3, DUST PROTECTION WITH PROPER PROTECTION AGAINST TRANSFER OF NOISE AND DUST AS WELL AS DATA/ETHERNET OUTLET (H=NON TYPICAL HEIGHT) FUMES MUST BE IMPLEMENTED IMMEDIATELY UPON OPENING. DUPLEX RECEPTACLE (A) (B) (C) (H=NON TYPICAL HEIGHT) HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH A=001 ■ 00 ARCHITECTS: SAMUELS+ NOW OR FORMERLY STEELMAN M►CHAEL DEMCHAK& NOW OR FORMERLY MARIA DEMCHAK MICHAEL DEMCHAK& TAX LOT 12.5 MARIA DEMCHAK j TAX LOT 12.6 t ADDRESS: � I i 25235 MAIN ROAD FIV -- -- s4�° ' "E —..W FM CUTCHOGUE NY 11935 51sa SIX ., 748.75' 631-734-6405 175 _._. air vw 14'DJ�r EdESK - _ - o CONSULTANTS: ENGINEER: COMPANY N STREET NEW YORK,NY 00000 N co OWNER: W OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD NOW OR FORMERLY P.0 BOX 523 CUTCHOGUE,NY 11935 THOMAS UHLINGER& NOW OR FORMERLY KAREN UHLINGER EDWARD P.HUGHES W E TAX LOT 7.1 TAX LOT 7.2 0 REVISIONS: i CN PERMIT SET 1.15.24 f � Z S48031'00"E 510.95' D w � I'pC 21' 9o' W:lM MESH rN Ic'? PROJECT NAME, i g nb rCi. co MAY 13 2026 W OR FORMERLY ' SOUTHOLD TOWN Cl BRIDGE LANE VINEYARDS PLANNING BOARD j caw LLC NOW OR FORMERLY ! � �r MIMAR A DEMCHAK CHAEL DEMCHAK& i '7 TAX LOT 2.2 ` N c TAX LOT 13 >= 1� 3� yyuu 7 .3 09 , O Q VINEYAR❑ s O Uzi TAX LOT22 Lu S48°31'3Q"E �z— =r 272.34' DEVELOPMENT RlGt�SST o�N r P ZI T � -....._ _.._. x. W W NEW ASIIALTDRNEWAY t ..._..__ o (� tiN15TONECURB O GRAVEL VINEYARD ', GRAVEL cRoor `'✓' 3'\ \\ ��\,\;,�.•\ \ u0-09 \\'•�;\'�;`�, `�• \\ ,`` \'�: .`'�;�\. l..__._.._l _._._` lo '\\\'�`'. �'�105,7','�`� biAm \\\\`�, UiIG�tAL 1\\ ,\•� \\, _. _ v ��;' \'�GARAGE ,\�\\` 8� a0 09 D IV U) to CROPS0 of �1 z —_._.._....__..__.—..._..____ \ \ 1Q 7`�\� \ $51 Z '� 1-.i O 'IT b9$TN76aWiypyp a — W a TAX LOT 2 7 i �a ` .� ...e � _.-_.... — —.^.. . I 894.02'(DEED) - �— - ~�— PROJECTADDRESS; � — _ 894.59'(ACTUAL) ' "' 10'WOOD MESH FEN. 279. 8' N48 3i'QQ'W � r 1173.9Tu1 PROPERTY LINE VVOOD MESH FEN. ` !;;F - N48031'00'W OREGON ROAD = NOW OR FORMERLY I N fair ; CUTCHOGUE,NEW YORK N NOW OR FORMERLY H.NORMAN NcCULLOUGH M N NOW OR FORMERLY ANTONE E. SERKOWSKI& TAX LOT 30 GREGORYA.BOYD& CERALDINE B. BERKOWSKI 1 I 1 SUSAN BOYD TAX LOT 3.2 I �� C TAX LOT 3.1 RED A&� � � I G m COX LANE COXS LANE sT�r� COX NECK LANE OF (50'WIDE) 04436 NEW DR)..... _ .. DATE: 5/5/2026 5,16:28 PM SCALE: DRAWING SHEET NAME, SITE PLAN DRAWING SHEET NO: SITE PLAN SCALE:9:550 smi 00100 ARCHITECTS: SAMUELS+ -- ` �` �` STEELMAf� ---------- X --X- ---------X--11-1111- ----x --x VINEYARD -X- ADDRESS: Q0 25235 MAIN ROAD ASPHALT PARKING -Ir (.0 CUTCHOGUE NY 11935 SPOTS 631-734-6405 C) GRASS 1, EXISTING WOOD POST WIRE DEER FENCE X �l GRASS CONSULTANTS: X. X----X- X-X--4-x-x fix NEW Al SEPTIC---.,-----\ • -X- x --4-x X-X- X- ENGINEER: GRASS 66.1 COMPANY SYSTEM PLANNED. \\ I�. ,,_EXISTING ROCK WALL X STREET 272-34 SCHD APPLICATION DEVELOPMENT RIGHTS _� C.)! NEW PORK,NY 00000 SOLD LINE to .M NiOWNER: -w m M�mI 0 ® M.- M -�J�mmi m-m I TC6 59 raSANDO ED Llt IE OF XI G Lod- ....... ' SYSTEM TO BL 62.8 --SEPTjIG TC 62.& rl��. lz��bl S4i6031'0011E 1 5 6 SC 63.17 s-.gz BC 62.43 z . - -11 OREGON ROAD ESTATE VINEYARD LLC EXIST 91 13050 OREGON RD 9 (GRqA3E TRAP AND SE F TIC EXISTING SIGN-----, :--, 62.53 AS PpIZ SCDHS STAN1YA:9§q zo I ADA � 2ADA P.O BOX 523CUTCHOGUENY11935 TANK To REMAIN) 'B CUT-----, NEW PC CUR TIC 62.9 12 13 15 16 17 18 191 21 , 2" 22 REVISIONS: 4 17 8 9 : 10 11 4 TC-6-2.58� 2 sc 62. �Z.26 ) 1 01 X- 1.15,24 Oc- 1 0`2 04 LP4-/ (L PERMIT SET -0 w ----NEW OVERHANG 0 STING DRIVEWAY z FF '-LIGHTING AT Co z w AT ENTRY DEMO RtM$2'1`6 DRAINAGE LEACHING C NEW ASPHALT bRIVFWAy i EXISTING BLDG, DARK CURB GRAVEL 9 ' DEPTH VVI STONE CUIRb 3: � SKY APPROVED POOLS (4) 1 O' X LIQ. 12 w 0 ui - --NEW LANDSCAPE - - . b . I I - . . I I w uj " (0 1 . . . : 1>1 _j cm rb. cl 0 BUFFER W/ SHRUBS SEE SPEC IN TC 62.25 --T. q59,41 LO X - - ,I W I . \ . - Z NOTES 2 z 58 - BC"59-08 SC E'l PROJECT NAME: M 1-.21- 06 4 A.0\ t(P 37 41 39. 38 43 NEW PC CURB CUT----,, co, I-� . . NEW 'Rl 4 25"J" ....... CL Dal Myr-110 'w 251-7" CONC�/N\ 67 X RAMP to K 1 0 MAY 13 2026 0 Clo a. 1 0 DEN 6240 cN VINEYARD 80 BC WOO' Bc 58. 61.80 ar SOUTHOLD TOWN 00 ; C�i L6 1ENCE�` TO 62.23 r 7 PLANNING BOARD TIC-�6,36 E- -j it 63 32 W-1 > z W-1 01- EXISTING 00 0 �►�f , +�; /' , / /,` ,% j. / I, w /', ,'/ / ;f / ' ;i�'. // ,' r / / _ GRAVEL w CyRb 0 00 x/z 60' 0 GRASS L ro GRASS CLI NE�y SHRUBS, -/Z CONIC61'-4" X-SL dAl 6) ....... EXT. 57 a, 0 T A w /A EXT. X, v� f >- Ix R z 00 CONIC. cy) (� a- OMMERC SLAB -4 " . '/- ///. " �1, 1/ , / '// //I- ............ ,/ I.,. - . . . � I I I- �� 0 // ." / I POTS nir --NEW GRAVEL PARKING S JLD�N 163.30' B U 17'-0" 29' 8" ,'If C) 41 EXISTING D�c Rp AT SIDE YARD us, X , " /// �:'% /� '�; i f / ;%j /j // I/ /, / //// 1� I I' ' . I I . . I ------------- 6 A- -,TREEScp X -6" co BDG v 99' ca �/ / ' 15 � '' /'/ / /t jr/ ,;.'" /j' /j/ %,f' ` 'i. ' �, /, .! ' / ' %D -BC-62.63 3 21 V ui 6 // - - m TC 63.01 r J r 0 ....... LIP .00 L DUMPSTE BC 63 TAN� �ow - TANKS R BC 62,90' TC 63.3-6 TC 63.46 3�.1 .1 i.......... CO - AC UNIT % GO NC. SLAB GRASS CD .................. EXISTING �36 34 33 EXISTING V WATER SERVIC ------ EXT.GENERATOR GRAVEL ROAD 0 EXISTING WATER METE 00� TAX LOT 2. 1 -- -------------------------------------- ---------------- -------------------------------- ......---------- -----.-------f-- ------------------------- 0 -------------------------------------- BO cl) 0 ul) EXISTING WATER SERVICE PROJECTADDRESS: rn V.J� Lu'Fl 4' WOODEN ILL )J t-( of, c 36'� ID < a CUTCHOGUE,NEW YORK A FENCE 0 WMF, 0 CONN. POINT 0 mcn OREGON ROAD 0 01.01 r w \)- L �j �1, - ` V• .- D , 0, - ,I \ �.- \)-vj,/ .- 2 "3 VOQI�V, ON j-,�j V� L PA JEA 6'WbOD FEN, WOOD ME WK4 vv"F PROPERTY LINE MESH FEN. F �w STING EVERGREEN 'In 11 1173-97' % 0 ;2� A XI EX ELEC METER------' 2.21 1 .31 RXE AT PROPERTY LINE 0 w C) LLJ C) 0 LL 11po c) w • I N C) uj C.0 cl� CIO c\j d'f- 0443ro N PARKING CALCULATIONS: LALL DRAWNtSITE PLAN NOTES : DR A I NA GE CALCU LAT I 0 N S: MIN SPACE SIZE: 9' X 19' REQUIRED - 9' X 19' PROPOSED -LIGHTING SHALL BE ORIENTED SO THAT LIGHT SHIELDED FROM ADJACENT PROPERTY ENLARGED SITE PLAN DATE., 515120265:15:56PM AMENDMENT TO THE APPROVED SITE PLAN DATED 07/22/11 MIN AISLE WIDTH: 22REQUIRED - 22' PROPOSED AND ROADWAYS, SCALE EXISTING ASPHALT PAVEMENT 2,785.43 SF MIN REQUIRED NUMBER OF SPACES: SCALE:1:150 DRAINAGE INFO: -ALL LIGHTING SHALL BE DARK SKYS COMPLIANT NO .1 N I EW...DRAINAGE. . REQUIRED FOR SITE PLAN CHANGES. - 2,785.43 SF X .167 X 1.0 = 465.17 CF EXISTING SPACES: -SEE LIGHTING DESIGNER, ELS, PLAN FOR SPECS AND PHOTOMETRIC DIAGRAM -DRAWING SHEET NAME, -39 SPACES - VOLUME = AREA X RAINFALL X COEFFICIENT PROPOSED AND EXISTING GRAVEL PARKING AREA= 16,194 SF PROPOSED ADDITIONAL SPACES: ENLARGED SITE PLAN - RAINFALL = 2" / HR = 0.167' 16,194 SF X .167 X 1.0 = 2,704.03 CF -4 SPACES - COEFFICIENT OF ASPHALT = 1.0 EXISTING PATIO AND SIDEWALK AREA= 2,124 TOTAL SPACES PROPOSED: - COEFFICIENT OF GRAVEL = 1.0 - 2,124 SF X .167 X 1.0= 354 SF -43 SPACES - COEFFICIENT- OF ROOF 1.0 REQUIRED SPACES: DRAWING SHEET NO: TASTING AREA (RETAIL USE)= (1802 SF X-1-) 9.01 (10 SPACES) EXISTING BLDG A AREA- 5569 SF - WINE STORAGE= 2 SPACES 200 - 5,569 SF X .167 X 1.0 = 930.0 CF - OFFICE= 4 SPACES TOTAL_VOLUME: - PARKING TOTAL NEEDS= 16 SPACES NEEDED, 2 HC SPACES NEEDED - 465.17 CIF + 2,704.03 CF +354 CF + 930 CF = 4,453 CF - TOTAL PARKING PROPOSED = 43 SPACES > 16 SPACES - (5) 10 X 14' DEEP LEACHING POOLS VOLUME INTERIOR LANDSCAPING REQUIRED: S=200100 PROVIDED = 4,789 CF 43 PARKING STALLS PROV'D X 10 SF PER STALL 430 SF DRAINAGE 4,789 ON SITE > 4,453 NEEDED TOTAL PROVIDED= 1089 SF > 430 SF X X If l< X-u- I IG CALCULATION NOTES: Luminaire Schedule 1 . FIXTURES ARE CALCULATED WITH .9 LLF, LIGHT LEVELS WILL SLOWLY Symbol Qty Label Arrangement Description Tag LLF Luminaire Luminaire Total DECREASE OVER TIME IN ACCORDANCE WITH TM-21 AND L70 DATA PUBLISHED Lumens Watts Watts 2. .! " ® 2 103643585CHI-014 Visual Comfo Single EN3S-LH930AAI W3 0.900 1237 18.4 36.8 ON FIXTURE CUT SHEET. ' k�) No j rr, �WTI ® 9 AP-LE D-X43-FL-G E N E RATED FROM Single MOD FOR 800 LUMEN VC FIXTURE W1 0.325 2212 34.8 313.2 2. PROJECT REFLECTANCE LEVELS ARE AS FOLLOWS: N. 5 UO-LED-X139-'WW-1-42-GENERATED I Single I UO-LED-3000K-WW-1-42-WHP-INC-MT W2 0.900 1252 20.2111 101.055 FLOOR: 0.2 WALLS: 0.5 CEILING: 0.811 �_�0 ) 0111 11-wl� Calculation Summary 3. NO FURNITURE OR OBJECTS HAVE BEEN PLACED IN THE ROOMS AND MAY - 1�0� 4 Label CalcType Units Avg Max Min Avg/Min Max/Min OFFSET OVERALL CALCULATIONS. _Building Perimeter Illuminance Fc 2.46 25.8 0.0 N.A. N.A. I W- 4 Building Perimeter 1 Illuminance Fc 1.68 18.0 0.0 N.A. N.A. WalkwayIlluminance Fc 7.04 110.0 0.0 N.A. N.A. FIXTURE NOTES: 9 twwlf 1 . ANY SUBSTITUTIONS OR ALTERNATES TO THE SPECIFIED PRODUCTS MUST BE SUBMITTED AND APPROVED PRIOR TO BIDS FOR APPROVAL. : a_4- jovwoo 2. ALTERNATE FIXTURES WILL NOT BE REVIEWED OR APPROVED WITHOUT FULL 1 PHOTOMETRIC CALCULATIONS. 4�0�j 3. ALTERNATES WILL NOT BE ACCEPTED IF PHOTOMETRIC CALCULATIONS ARE �,!� - .' a NOT EQUIVALENT IN AVERAGE, MINIMUMS, AND UNIFORMITY RATIOS. 4. ALTERNATES WILL NOT BE-ACCEPTED IF THE PUBLISHED TM-21 LUMEN W MAINTANENCE (L70/80/;90) IS NOT GREATER THAN OR EQUAL TO THE SPECIFIED PRODUCTS. 5. IF AN ALTERNATE IS APPROVED FOR BIDDING, CONTRACTOR MUST PROVIDE A H k.�) - PRICE COMPARISON BETWEEN THE SPECIFIED FIXTURES AND ANY SUBSTITUTIONS IN THEIR BID. 1" 'Z �"I�_ �t, ALTERNATES THAT ARE MORE EXPENSIVE WILL NOT BE ACCEPTED. ,,� �19 W� pm� V) [Rc�mov ED MAY 1 3 2026 ki SOUTHOLD TOWN � PLANNING BOARD . L. nL .._.. . - - tX15Tli1lG ROCK '�'�' A V r //��R..�••V TEM PLANNED. 64.t? ,�. 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ARCHITECTURAL COLLECTION V\V/ W3 SL01321TX6:Large LED Wall Lantern Dimensirons: ENTRA" 3" LED E N T R ATM 3" LED E N T F-1,A" 3" L E Dlee Extends: 3.75 Width: 6.0" ' ADJUSTABLE DOWNLIGHT & WALL WASH ADJUSTABLE DOWNLIGHT & WALL WASH ADJUSTP BLE DOWNLIGHT & WALL WASH Height: 10.5" Wire: 8"(color;Black/White) r ORDERING GRIDS TRIMS Weight: 2.751bs. Connection: Mounted To Box delivering architectural-grade aesthetics and quality,mee-ing budget-sensitive Mounting Proe.: crew s The ENTRA 3' Adjustable Downlight presents a cost-effective alternative for rr7 Bulb Type: Modules residential and commercial specifications.Custom-engineered for high HOUSING FLANGED Bulb Type: Integrated mm FLANGELESS — r� 1 FINISH per`ormance and reliability,ENTRA 3"offers a complete feature set p oviding _ r ea—m1 _ Volts: 120 flexib llty without overwhelming options,The ENTRA 3 Adjustable Dow^.I qht PRODUCT LAMP CRI CCT BEAM FUNCTION HOUSING PATIN', ( � 1^ I r mi�.a 1 I U, � I —T'I Watts: 9 offers LED options with Static White and Warm Dim. EN3R E\"pa 3 FCv",C •LH CH 7..�=dT 9 90QR 22 22:�k S'n IC WHIT E 2 A 2.," ut7-,= 2 A AC i_5+9LE3 1 C 41R'IC- �, Watts Consumed: 9 EN3S ENTRA_ SOLr+R_ -LO C:JC.,' jln 24 24Q 'a h \4 C ClIC4G, _E\ O es mm, �• esmm _ O nmm SHOP/I\.\FLPNGE_ESS doJELSO.,ARE 27 2.>, 5 I.vl l', 7-Y IFrik�-I2A 'I 121::r,;4 O_. P-1 -. BLACK 2-stet static wh to and warm dire O- r + j Watts Rated: 9 3o asc I< !'r w'rl•_z STEP ram+ t + t + t,• Hours Rated: 50000 Hot aiming(0-30'tilt+359'rotation) 3s ssJ.'<STATIC P-rE 2-,-,r p -- 40 4CD350 S IC,:rI'-2-S' > ROL'�O BE'�rE_ 50UAGE 5EVEL RC..ND 5EV_.. - - - SQUARE BEVEL -- --- Bulb Tell Flanged/flangeless die-cast Bevel and Flat trimsd) coo w'ap plr(,e,„ -ax )2-s?_p hrterchangeable optics:20°,40',65'(all _ 9 A A Available in IC Airtight,Ch cago Plenum,and Fire-Rated LUMEN/CBCP MULTIPLIERS es an_-Dd,,le .<n nsai rpu %v p n a_le tr,y revH.<e.v_-.a ,•,,',,-na.= IAC o'_-1c.; rots 2.7,,,^Tyro r'a-r,10 n t,. r 1 3s ss w p; t trims m mm r•amml rwmml (PRINTABLE) CRI: 90 0 < ❑ O '•- - " ;• rlGu�r�s,ps 5 ^J,e-,'ast plan e cla,e`cr u=.:cn FI^Reless-"a31at o, -J_not.sea::e`c'',a-ae>-•tall, -- lm 1 I "'""' G°"•+�a9 v.-v,, BUIhS• CCT 90 CRI MULTIPLIER -r,-s a,.,.---ed—-�st t=e'd>ren srpa•ztely. O I, � ❑ O I a !' 2200K 0.60 ti 0 ,. ) t + k + J •,,•,•, -Sa��a/r a•^-room sa_,a lade c,l,v,h c ant^a:p'�`Ic,�t o.,t va h_ts r-a: _s es ^(�0 3) ?' 2• 1-LEDlnttegrated Modules 9.Ow Max.120v included 2400K C.°3 2A-LEc' -I-s,p>,,t �0°oa:,. ,>',''leo,Ir-Iuue=20`art•6EE' en:s as we a, °. 2700K r'92 3A-L,e ,n r,. --F or a 'h e er- Ia,e r' ,- ^i, ROL�\0 FLAT SOUAGE FLA ROUND PLAT c0 F e rT Features;. ^ a9 Jt, to Pf ali as it ,a. - - -- ----- -- - - - - ----- ---- - -- VA --A------- -- -- 3000K .r'Q 4=-Cer;"r'1Mui'"v"`5 J'. a Nti,J 5 `-� eso-they Pre - rig R s✓ Miade from a unique composite material which is engineered to 3500K ..C3 r n mm 1^ r � 1 (au mml Collection: Kakudo Withstand the harshest environmental conditions and backed by a a000K TRIM 5-,year warranty. CEILINGFEZ] _ UPC#:785652145636 Pee rrc:o e:r:c a•:a`a•o 'c.t f r^at on - -- -- kLi+ 16+ Meets American with Disabilities Act standard extension PRocucr APPEARANCE sTvl_e APERTURE FINISH ( + l k + reequirements o ^ 8 B=L' -0 ",C,=s Finish: Textured Black TXB R- F EN3R E\"a.,, RJ.rID L F!•`Oe,ESS rt ( ) D<ark Sky friendly.Designed to emit no fight above the 90 SPECIFICATIONS EN3s E`,?pa,•sWuA = us ,.ANGEI�ss r-1,s�EIUNGT,Icr�Essta F F_� -H s-:''+;E,;s•t`.�E_:.,_,_�,-EN_,,.3 w'v_-E,p;.IN-AB_E1 ROuAD\vALL wasr- SQUARE WALL WASH RJJ\u WALL wades sOUA'-t WALL wasH hwrizontal plane.Photometry unavailable. F P'_e'c-cos'-c,S c=I_r^;;r;Ic-:TIES_ w ' A.L%WS'-2 •s -cr:= o-rE_=' ;3 • This advanced LED technology is carefully designed and selected - F1 A'c s e 7 r PI,INo Ic ^, ss w\w _d'. E s ;2 to consist of the highest quality LED chipsets for superior STATIC WHITE WARM DIM Fts P V r-r 1" nrl INS';T:(Efts',gU HOUSING performance and reliability. HIGH OUTPUT LOW OUTPUT HIGH OUTPUT LOW OUTPUT _ _. _.. -.-_..-_ ..._ ....---,_-_-------._.._._.._-...___,_,-____,_._-_--- M(eets Title 24 energy efficiency standards • Tittle 24 compliant high efficacy light source that is not required to DELIVERED LUMENS 1165 856 931 72 r- ,t atda s ov: lens r,o a•:a latl +•, n,it'ker ;i,;,u;.,.,;:p-15 ar,d-t__,F, o, L,lat.c.:•c HIGH OUTPUT LOW OUTPUT be listed in the California Energy Commission Appliance database. WATTS 15 15 2w v!a ne',m, or 1, ,e I,••;',wa w :h I•••seo arp-''.•e;-n,v,ao n t,r o _,, to 1', •, . .. EFFICACY 78 78 66 66 31 5 - r dtlas.euc S,-I'el te'serert eo..es1 It-n ,Sa„ -,"tea,••,,_„ .1,a 1a 1.l >-hva' ;+ion cep.:: g( '_,a"c le,le rdl oo- ,,pas et .t Material List: CRI 90 "a `' 7• ,.. : 1 Body-SttoneStrong-Textured Black CecP 20°-4 2:3 1 40'-2,327 1 65'-I.241 n13�mm •J 1 s g - Safety Liisting - J REFLECTOR TRIMS LENSES/LOUVERS' '' f � e9mm t CCT <23CK,2400K.2700K 3000K,35001',or 4000K 30.,"•<= .,^K PRODUCT PRODUCT n {' COLOR CONSISTENCY 2 s-PG ,0 4.6• '++"r^ "jl 4_6' Safety Listed for Wet Locations a.e r EN3TREFN51 ROJN':,B bE.RXEE 140MR2165F P°C 1FOC_'S LENS i� 117 mm 7S "•yi,":' _ 117 mm VOLTAGE Universal 2GV G 277V EN3TREFNSI ROUND FLA cl}EG 140MM16SB ,LA er' N\ 224 mm I' ' � 122" �I 13_2' - - - - - - - - -" EN3TREFNS2 SQ-A _?�.� Pi" 140MR216LL _I�:EAR Si`c aJ_ENS "0 mm COLL1311M1 HT: 310 mm O.S 03 HEIGHT: DIMMING' Sandard reverse-chase fcrwa'd-oFase TRIAC and 0=OV dimm rig down tc 1,, P A i cc,J<,. / o.5"(I3 MM) I / os"n3 MM7 Shade!Glass I Diffuser Details EN3TREFNS2 SQ_A4_=_ ''IXEO 140MM16GL 2rti LL'vS r r • POWER SUPPLY Constant current driver w th+.9 Dower factor a`d>8706 e`'Ciency EN3TREFSI a0'.,ND BEVEL A^JUSTABLE t40MR1t6GL SEAR GLASS',FNS Part Material Finish Quantity Item Number Length Width Height [Diameter Fitter Shade Top Shade Top Shade Top 13TREFsz RCj.3 FLF,Ai 700A02-BK c_C:FA E/~EXCEL _0'J\t IC ICA .AIRTIGHTT/FI/FIR 1 IC AIRTIGH-/n Diameter Length Width Diameter OPTICS !i° 40' 65°(•+II InCladi-]; '+' ENSTREFSI SQ_A-c cP✓.'_,AD.;LS".AB'E IC CHICAGO P__ 'Jv Panel Glass Etched 1 5.5 3.12 0.12 - - ADIUSTABILITY 0-30°t9.ZS9'rotaaon ae„ie,adon ,a .aba fro PLASTER PLATES, CEILING APPEARANCE Flanged or fe-geles5 err lop ce _ - - - ---- - - ---- _- - -- -.-_.. --------------------�---- --- rc„c.a.:u'_..slcu'•it,rt c:-,Le:,ai _- _ - - — __ - - - . -- g :,e,s,r in", Backplate I Canopy Details: CEILING THICKNESS Flanged or`langeless 1i2'tC'.S" - o lorr,,ovo••:ol,cr,ly('a><t; DIE CAST :....� Type Height/Length Width Depth Diametear Outlet Box Up Outlet Box Down CEILING APERTURE 4"cell,ng cutot t O G O O 0 O O O o O Back Plate 10.5 6.0 3.75 5.25 LENS KIT o G o 0 0 0 0 0 0 0 0 0 HOUSING F'e-fated,IC A-rti h; Clrioa?o Plenum.IC SiTable up to R60 stray foam:rsuls-on 00 CEILING O O O 0 000000 0 O O O O 0 O O CONSTRUCTION =O'us:ng Heavy-gauge cold-rcledsteel PRODUCT APPEARANCE STYLE APERTURE O 000 o G MAY 1 2026 Shipping Information: DOo oGo 0 0 0 0 D�6-ca,:al..m nu^- 240E F v?2;,3 r<JIn,D KI L F„W"Ei F°S B E^-,,r,t O 00 O O S S-•'i,'vfG(S^,IT:" FN>; 00 0 O O O C T n 240EN35 E`,?RA 3'Sw'JARE KI? F FLANGED F =LA 00 00 0 000 000 �f SOUTNOLD TOWN [Package Type Product# Quantity UPC Length Width Height Cube Weight Fri.Class UPS Ship I -o,s'^g Black powder coa- 0 0 5••" PLANNING BOARD yP Y 9 9 9 P FINISH $ O o O O ._... T,rn =lack cr Win to(^e m'-dle� - - _ > ._ .._ - - O 0 O O O O O 0 15omm Individual SL01321TX8 1 785652145636 8.5 6.2 13.7 0.42 2.9 0 Yes 00 O IB-aFcf,['`n~aulia ces'eiL-langele:.e<it•or_•er the er s)F ldr'ed kit ,e Leir',nrms,,,,r Master Pack SL01321TXB 0 10785652145633 NO GENERAL LISTINGS ET_bsted,Damn Locano .Shower ve's on Wet L',sted. e f eic O OO GO O O O O la",{e,:a.•.i 000 000 000 000 CALIFORNIA TITLE 24 Registered CEC Appliance Database Can be uses to comply with CEC 2019 Title 2a Par:E(JA8-20.6 JA8-20'9). .s,tr ns O O O O O 0000 O O OOO 00p 000 O O O O O O O 0 L70 EO 000 hcurs m� O OO O GOO 0 0 0 0 0 0 0 A_ 0 0 0 0 0 0 0 0 WARRANTY° - - - - - 6 Years ( tsoo ] ( 150mm , RCtll\D DIE CA Data In chart reFecr 3000Ki50 CRI values unless noted SQUARE DIE CAS? Ordering grids avallabla on peg•2. (I't,'_i LED F'_<PL:AGELESS INSTALLATION) ;INa„Di FOR F_ANGELESS INSTALLATION Accepts two corcal controls and an ontio^a!tr' .mourted lens Ise,sualcomfo,to--for dim-^er crmcatib!bb• 2•,',sl-viS Icomfnrt com fc,spe::fir wnrran-y limitati0's and detalis revise O 13 B product due t0 arts aval abilll or change in safe listing standards without assuming an obligation or Ca 2026 Visual Comfort of A�-erica,LLC,All rights reserved.Visual Comfort&Co.Is a registered trademark ©2026 Visual Comfort of Amerce,LLC.All rights—rveed.Visual Comfort 8,Co,is a registered trademark ,1^,� re'2C26 Vsual Comfort of America,LLC.All rig''^ts reserved.Visual Comfort&Cc is a registered trademark. Visual Comfort&Co.reserves the right y rev the design of comp non of any p u d p I ty g safety g g y g Ej[- o g ETA- notification =— liability t0 modify any products previously manufactured and without noha3.This literature depicts a product dlesign that is the sole and BxGuSIVe property of Visual Comfort&Co.,In Visual Comfort&Co.reserves the right to change specifications for product improvements without notification. G^.ATED-/ /2c Visual Comfort&Co.reserves the right to change specifications for product imcroveme^ts without note ., v s al Comfort&Co reserves the right to cha^ge specifications for product improvements without noLficahon. compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used In any /1 manner without the express written consent of,or contrary to the best interests of Visual Comfort 8 Co. 1 2 3 0 77 t mil„ I 1 ° i - - f r kau . a .a • • J k U U �3 II i : • • • • „ { f dn: N UPGRADED '' Available Logic & Configurations Features i ® • - IP66 9 9 Finishes WET U0- BO- LID- LCB- AL- AB- - - STANDARD FINISHES PREMIUM FINISHES OTHER-RAL CIO Downloads 01 02 03 04 05 06B 06E 06F d Product Images(.zip) Ol SERIES OS MATERIAL / Technical Drawing(.zip) �j � p UO-UNION M •Aluminum ^ - IES Files(.zip) 02 CATEGORY 06B MOUNT ).. BIM-Revit(.zip) BO-Bollard AB Anchor Base `- z ■I— O 03 DRIVER 06E INPUT VOLTAGE Lens factory adhered to fixture Secured with Flush,(countersunk Manufactured in the USA with Easily replaceable modular [BLP] [BZPI [WHP] [Cr',G] [SMG] [RMG] (RAL] Installation Instructions(.pdf) LID-Line Voltage 120-120V cap providing hermetically tamper resistant Ihardware sustainable processes components reduce waste and Satin Black Satin Bronze Satin White Cascade Sierra Rocky RAL Color 04 LIGHT SOURCE(TYPE) 277-277V sealed optical compartment extend fixture life Mountain Mountain Mountain J ■ LCB-LED COB 06F SIZE Granite Granite Granite ' Product Variant Examples HIS-Height:18" r� -- ' - H24-Height:24" Technical f1/ / 1 H30_Height:30" EL f `JH36-Hei-Height 30'-With Receptacle [SAP] [BLW) [BZWI Q 1 ) Z Q O H36-Height:Height Driver:Line Voltage Material Detail:Furnished in copper-free aluminum(6061-T6), Satin Black Wrinkle Bronze H36•REC-Height 36"-With Receptacle Aluminum Wrinkle [AMC] [TXF] (BCM] H42-Height:42" Light Source(Type):LED COB Light Source Detail:COB(Chip on Board)technology and modular design with Aleutian Textured Black Chrome H42-REC-Height 42"-With Receptacle electrical quick disconnects. Mountain Forest 09- 00- WL00- Material:Aluminum Granite — — — _ — Optics:Interchangeable optics permit changes in the field. 07 08 09 10A 10B 11 12 13 CCT(K):2700,3500,3000,4000 73eF,let Ili Hardware:Tamper-resistant,stainless steel hardware. +c r r CRI:80 07 LIGHT SOURCE 09 CONTROL White [VER] x138-2700K CRI80-20W(784-1128 Im) ELV-ELV Dimming(For use with Electronic Low Voltage Dimmer.120V only.) Sealing:Weather tight,gasketed in-use receptacle cover. White Wrinkle Verde x139_3000K CRI80-20W(871-1252 Im) INC-INC Dimming(For use with Incandescent Dimmer.120V only.) Input Power(W):20 Note:Receptacle option only available In 30"height and above. [BCE] [WCP] [OCP] x140.3500K CRI80-20W(898-1292 Im) 010-0-10V(120V,277V) Delivered Lumens(Iri 784-1292 Beige Weathered Old Copper x141•4000K CRI80-20W(805-1158 Im) 10A LENS Finish Detail:StarGuard,our 15-stage chromate-free process,cleans and Copper 08 OPTIC 09-Clear(Standard) Control:0-10V(120V,277V),ELV Dimming(For use with Electronic Low Voltage conversion coats aluminum components prior to application of Class'A'TGIC T2-F-Type II-Forward 10B SHIELDING Dimmer.120V only.),INC Dimming(For use with Incandescent Dimmer,120V only.) polyester powder coating.It is ROHS compliant. y f T2•W-Type II-Wide 00-Not included(Standard) 11 WIRING LENGTH Mount:Anchor Base Warranty:5-year limited warranty. Ail + WL00-Standard 12 FINISH Standard Finishes Input Voltage:120V,277V BP] a� + BLP,BZP,WHP,SAP,BLW,BZW,Vil VER [HUG] [ABP] [BPP] Premium Finishes Size:Height:18",Height:24",Height:30",Height 30i"-With Receptacle,Height: Hunter Green Antique Brass Brown Patina CMG,SMG,RMG,AMC,TXF,BCM,BCE,WCP,OCP,HUG,ASP,BPP,SIDS, 36",Height 36"-With Receptacle,Height:42",Heightt 42"-With Receptacle Powder Powder WIR,CAP,CRM,AQW,NBP Other-RAL Lens:Clear(Standard) SAL Other-Custom Color Shielding:Not included(Standard) CTI 13 OPTION Wiring Length:Standard RE1-Receptacle with 20A GFCI [SDS] [WIR] (CAP] r' RE2-Receptacle with 20A GFCI and USB Type A/C Charging Ports Finish:Standard Finishes,Premium Finishes,Other-(RAL,Other-Custom Color Sonoran Weathered Clear NOTE:Nosupplies. all configurations may be compatible with one another.Please configure the product for specific 2D,Photometry,Downloads,Spec Sheet and Compatible mountings Iron Anodized Desert it r ` Option:Receptacle with 20A GFCI,Receptacle with 2f0A GFCI and USB Type A/C Sandstone Powder a { I1n,mm: f d o su li 9 Y p 9 P P ry• P PCharging Ports ■� [CRM] [AQW] [NBP] Cream Antique White Natural Brass naer+earorn ' [.57mm•j an7.,v,y Powder OTHER-CUSTOM COLOR �+ W rryti� (ii4 �� Cusco (� Custom Color 1 Y - , c - W - c - inc, It receipt r i n n t v I h' proprietary information f K l h n r c.a d so possession does o convey an rights to reproduce, Copyright lit O B K Lighting,Inc.This document contains oo B Lighting,Inc,and Its receipt t or possession Copyright®B-K Lighting,Inc.This document contains proprietary information of B-K Lightting,inc,and its receipt or possession does not convey any rights to reproduce, Copyright m B•K Lighting,Inc.This document contains proprietary Information of B-K Lighting, p y y g p py g g g, c c s p p ryg g, e p possess o does not convey any rights to reproduce, Copyright O B K Lighting,Inc.This document contains proprietary information of B-K Lighting,inc,and its receipt or possession does not conveyan ri tits to reproduce, itcontents, r to ma ac r u it 1 thin it may describe. Y 9 P disclose its contents or to manufacture use or sell anything it a describe. disclose s o nuf toe use or se an disclose its contents,or to manufacture,use or sell anything it may describe. y g may canything Y disclose its contents,or to manufacture,use or sell anything it may describe. most current technical f i h in information discretion f B i htinInc. current os cure t tech cal data lease refer to bkl t .tom Technical informat o 1 subject t than t the Is r e ono K L I c.For a most u nt technical data I e r f t i Technical information is subject to change at the discretion of B-K Lighting Inc.For the moist current technical data,please refer to bklighting.com Technical information is subject to change at the discretion of B-K Lighting Inc.For the ,p g g s ] o change a e d c g g c edata, refer o bkl ghting.com Technical information is subject to change at the discretion of B-K Lighting Inc.For the most current technical data,please refer to bklighting.com C :D 1/5 Updated 04/25/2026 2/5 Updated 04/25/2026 3/5 Updated 04/25/2026 4/5 Updated 04/25/2026 U O W 7� Z 0 W (oil L J O � Cn SHEET NO: ' ARCHITECTS: DEMO PLAN NOTES NOT IN SCOPE 1. PATCH,SKIM COAT AND PAINT WITH LOW VOC PAINT ALL HOLES RELATING DEMOLITION SCOPE, SAMUELS -�- EXISTING STRUCTURE!PARTITION WALL 2. ALL EXPOSED WIRES TO BE REMOVED BY THE CONTRACTOR. 3. ALL ITEMS TO BE REMOVED IN ORDER TO ACCOMODATE NEW STEELMAN INSTALLATION. NEW PARTITION WALL 4. ANY UNDETERMINED PORTIONS OF THE DEMOLITION TO BE SUBMITTED TO WINDOW THE CLIENT AND ARCHITECT VIA RFI PRIOR TO INITIAL FEE PROPOSAL, THE CONTRACTOR ACCEPTS THAT THERE WILL BE NO SUPPLEMENTAL DEMOLTION FEES AFTER THE INITIAL CONTRACT IS SIGNED UNLESS THE ADDRESS; DOOR SCOPE HAS BEEN MODIFIED BY THE CLIENT. 25235 MAIN ROAD (SEE SCHEDULE:ON SHEET X-XXX) CUTCHOGUE NY 11935 631-734-6405 OVERHEAD AND)BASE MILLWORK PROGRAM SQUARE FOOTAGE CONSULTANTS: (ALL MILLWORK-TO BE CONFIRMED VIA SHOPDRAWIINGS) TOTAL BUILDING SF:5,569 SF ENGINEER: WALL TYPE TAG! AREA EXISTING SF EXT% NEW SF NEW% COMPANY 1 i (SEE WALL DETAIL SHEET A-800,00) TASTING RM 1,017 SF 18.3% STREET ROOM OFFICE 720 SF 12.9% NEW YORK,NY00000 101 ROOM TAG STORAGE 3,084SF 55.4% OWNER: TASTING RM SUPPORT 748 SF 13,4 OREGON ROAD ESTATE VINEYARD LLC CONSTRUCTION PLAN LEGEND 5,569 SF 100% 050 OREGON RD REMOVE WINDOWS FOR REUSE P.0 BOX 523 CUTCHOGUE,NY 11935 REVISIONS: 33'-6" 7'-2" 7'-5" /77 -5 7'-7" 52' -3" PERMIT SET 1,15.24 REMOVE FOR FUTURE USE - - — — —— -- - -- - - - -- -- - - - - - - - -- - -- �-- ------ Q- - - - -- - - - - - - - - - - - - T TT � �, 21'-9„ 21 -7 47'- 10" °O PROJECT NAME: TOTAL REF. I \ W.0 1 i i PREP SF: — 248 SF I I \�� CLG @ 8'-0" �V7C D LII�AY 13 2026 CLG @ 8'-0" I ° °1 F- -^J CLG @ 8'-0" ;--- I MAIN ° L _ J OUTHOLD TOWN Dw I OFFICE — � / CLG � /�� ANNING BOARD I HALL KIT. � I I II II p l I I REMOVE CEILING ABOVE I I OFFICES 0 // W.0 2 I1 �LL�� Ii I( THROUGHOUT @ 8' REMOVE CEILING ABOVE COUNTE S THROUGHOUT _ CLG @ 8'-011 I— J 1 ° °I - --- - - ----- --I�---- - �� -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ! ' I I I 0 REMOVE DECORATIVE TIMBER I 14' -3" 21'-7" III fi STORAGECD _ -- AREA 2 CLG @ 8'-011 _ 1 1 SERVICE AREA , \� C I VEST. o II0 o --- ' I I CLG @ RIDGE 141- 6"50 -- -- - i -"I - - " -" - - -- -- "" ---" -- --- ---- ---- ---- d I I I /� 16 -0 � I - - - - - - - - - � °C - I I •I I I n � - I I I II II REMOVE EXISTING I II' I I I DOORS II � STORAGE REMOVE METAL I I' I I - I I I I I CEILING ABOVE I I; AREA 1 PROJECTADDRESS; I III II c i TASTING III EXISTING LII, PRIVATE I I OREGON ROAD ROOM TASTING I I CUTCHOGUE,NEWYORK STRUCTURE TO REMAIN j ROOM it N JD ARC y�T EAN S F� Fill REMOVE LVL FLOORING I I CLG @ 8'-0 Ihll �, I� " I CLG @ 8'-0" , I I I I I I II i i I I ��"�,.�;�"�- II MECH. I I i i 04436 II 6'-6" 22'-0" Iuil I I DRAWN BY. Author ELEC.PANELS I CLG @WALL 121- 0" DATE; 5/5/2026 5:22:15 PM — — — — — — — — — — - - ,, - - - - - - -- - - - - - - - - - - - - - - 1-97 7 T r ,. t - - - - - - - - - - - indicated DRAWING SHEET NAME: DEMOLITION PLAN DRAWING SHEET NO: DEMOLITION PLAN SCALE: 1!4"=1'-0" N D= 1 00 , 00 ARCHITECTS: NOT IN SCOPE SAMUELS+ EXISTING STRUCTURE/ PARTITION WALL STEELMAN NEW PARTITION WALL WINDOW 1 ADDRESS: -350.0 DOOR 25235 MAIN ROAD (SEE SCHEDULE ON SHEET X-XXX) CUTCHOGUE NY 11935 631-734-6405 ° PROGRAM GROSS SQUARE FOOTAGE OVERHEAD AND BASE MILLWORK -------_ ALL MILLWORK TO BE CONFIRMED ( CONSULTANTS: : N ° TOTAL BUILDING SF:5,569 SF VIA SHOP DRAWINGS) ENGINEER: a: AREA EXISTING SF EXT% NEW SF NEW% COMPANY WALL TYPE TAG TASTING RM 1,017 SF 18.3% 2,585 SF 46.4% 1 (SEE WALL DETAIL SHEET A-800,00) STREET ~ NEW YORK NY 00000 o A OFFICE 720 SF 12.9% 1,130 SF 20.3% ROOM ' STORAGE 3,084SF 55.4% 1,116 SF 20.0% 101 ROOM TAG OWNER: °-' TASTING RM SUPPORT 748 SF 13.4% 73$SF 13.3% OREGON ROAD ESTATE VINEYARD LLC 5,569 SF 100% 5,569 SF 100% 13050 OREGON RD e 1511, 6 CONSTRUCTION PLAN LEGEND F P,O BOX 523 CUTCHOGUE, NY 11935 a -------------------DN -------------- SLAT WALL 44'-0" I REVISIONS: PERMIT SET 1.15.24 ° -as , -I• - - - ,- . - - ' •- I 1 i1 , 11 1 r 1i 11 1 r1 11 r 11 1 1 , 11 37 -4 21 -3 = I �, 21 -=7 . , a ; 5 0 7 -4 9 4 -9 4 2 -9 5 -0 5 -6 ' e d J NEW EGRESS DOORS ° EXISTING STRU RE E CURT I A I I n r , n n 1 1 n „ , 1 , , 1 1 , u 1 u 1 , 1 .-5 - 2 -0 -6 -31 -6 11-5 '1 -4 1 -5°1 -4 -3 2 -5 1 -4 0 0 U 1. o 0 uu PROJECT NAME: LO ' `D ' ENTRY/RETAIL MAY 13 2026 FIREPLACE COON ER ' 001 i i PJ� LIC BATHROOM , PLANNING BOARD I I 219 SF i `,013 sauTlioLD ii1wN OCCUPANCY:4 i 146 SF NO OCCUPANCY `�' I , 6' - 10" 6'- Q°` _ i I .XISTING CEILING I TO REMAIN 014 l I I NO OCCUPANCY I STORAGE Q I p,-0" 17'-611 A2 ' N 2 AL RATED WALL ASSEMBLY 017 ' TO CEILING 0 I 1 ! 1076 SF <, 21 -7 HALL NEW EGRESS(DOORS SLAT WALL i W,I,C OCCUPANCY:4 sf e 016 EXPOSE TRUSSES _ s i AT ROOF 018 — o — ' NO OCCUPANCY , „ NEW CEILING @ 12-0 � I I , TASTING AREA � 0 CLG @ RIDGE 1 '-4" ---------I------------------fi----------------- ----- - (}02-- - -+----------------- ' ---------- ---��--------- __------------------------------- - -------------- bo ' CLG RIDGE 191-4" 1278 SF OCCUPANCY:86 1 PRIVATE TASTING ROOM N o 1 I� 513SF 5'—Oil _ — — — _ : _ OCCUPANCY:35 ` O w I I PROJECTADDRESS: 2 - _ I I I I , -350. I ; I I Cn PRIVATE OFFICE OREGON ROAD PRIVATE OFFICE o PRIVATE OFFICE PRIVATE OFFICE CUTCHOGUE, NEW YORK 1 I I g'—O" 9'-011 12'-411 I I I i 12'-0" o I I I D ARC I I 21'-711 GJ h'i ' PANTRY Z2 HR RATED 029 WALL ASSEMBLY in G = I I = TO CEILING r SERVICE ' o I DVS, DW PREP COUNTER _ d i 4'-011 N COUNTER EXT.MECH I � I _� PREP - i i i I ; i a •-� _ I i � COUNTE 009 ' ' VESTIBLE - - I I I SERVICE AREA I _ I _ L - - - OCCUPANCY:5 sf OFFICE ` T'9T �4436 �d I I I I 00 r 1 48 SF i i 005 i i `c' 007 d oo i i `�' FOF N NO OCCUPANCY I I ' I ' �, I r- r` 027 115 SF ' 55 SF OCCUP CY:2 Z— NEW CEILING @ 10'-0" NEW EGRESS DOOR ` )N-PUBLIC OCC j - _ DRAWN BY, Author WATER SERVICE i i I NEW EGRESS DOOR PREP SINKS FRIDGE 5/5/2026 5:22:11 PM LINE IN ELEC.PANELS COUNTER I N I I N STORAGE N COUNTER OKIoCHENETTE DATE: SCALE:77 s indicated DRAWING SHEET NAME: ' ,� �� 11 - � - � � -�, i_ tl � � _ II 1 11 1 II 1 II - 6 11 16 4 0 9 -3 7 -7 \JV \�2�/ -0 \Jv _ \Jv CONSTRUCTION PLAN DRAWING SHEET NO: DESIGN PLAN SCALE: 114'=1'-0" N Aml 00100 I ARCHITECTS: SAMUELS+ STEELMAN 2 ADDRESS: -350.0 25235 MAIN ROAD CUTCHOGUE NY 11935 Level ROOF 631-734-6405 23 8" CONSULTANTS: ENGINEER: COMPANY STREET NEW YORK,NY 00000 EXISTING FASCIA OWNER: OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD P.0 BOX 523 CUTCHOGUE, NY 11935 Level T.O.W 14 -1" REVISIONS: COLUMNS WITH PERMIT SET 1,15.24 METAL PANEL SURROUND Level CLG A---\ 10' EXISTING METAL PANEL COLUMN AND ROOF �j'' \ S\ GLASS OVERHANG AT ENTRY \ IN PANEL PROJECTNAME: w( ,' `� ,' `� STOREFRONT 1 3 2026 ��4AY �� ' METAL PANEL IN W ` ' ` ' ALUMINUM SOUTHOLD TOWN PLANt•lING BOARD STOREFRONT .�•.�.� Level FIRST FLOOR — — ! ! - - -- -! -- --...---! -- - I - --- ----- -- -- --- II - - — f ppI (Level - - - — - i I i I I I i _ 5 _ I I i I i =�:iI--_-ItI-------II_----!I_-i—_.''�,_-I-II I.-_II-_Ii_'------!!--.__--_-Ii_�_--',,'..----IiII--!!—--------__B_I(-�,�:!-i!'�-iI--_—..._—_�--_-,I �I,'' !:_----�--_.-.--_.-III—' I_—�I•-------_------.-I!!-i�, —II—_-_-_ —-- --L-e --�i-FI .__— Dve 1.41 1 < EXTERIOR SCONCES PER LIGHTING PLAN2 WEST ELEVATION 0 SCALE: 114"=1-0" 0 -350.0 !I- _—!-- --- - �----�---------- __-I�-------i-- II t- Av-, N--L--e�-vI e l--RO_ --O: 0F 23'-8" EXISTING 'O O F 0PR*OJ ECTA4 D D"aR =E.�SS L: EXISTING FASCIAOREGON ROAD Level T.O.W CUTCHOGUE,NEW �3 EW�6 " Y" Oe�R K 14'-111 JEA evel CLG 10'_0" NEW GLASS STO EFRONT PANELS WITH ALUMINUM MULLIONS 044 COLUMNS WITH ETAL PANEL SURROUNDDRAWN BY.- uthor DATE: 51512026 549:22 Pp �M SCALE 114 Leve FIR TFLOORHEET NAME.Level tle ELEVATIONSATCH ETAL1 �IDING EXTERIOR SCONCES I I 'N AS NE PER LIGHTIG PLANEDED ,-- Level F D � _I NO�TH �ON DRAWING SHEET NO: SCALE: 114"=1'-O" A=300 , 00 c`n ARCHITECTS: SAM UEL S+ 2 STEELMAN ' ;-- -!--/------- .350.0 !�i -III--'--I --� -��II_� --i -'__I_I---,-I--—I'i- !!I---_I-,,---I-�--�---I---I!•'I .-�-I�!.-----�-'---jI--!--�i_---_----_Ii-� --�•I�---I--I�--I:--,�.—�- --_', -_ , _-- I --I-----I---- -_L._-el = — __— -i --II1 -4 l - - 45 e F RAEDVDISRET5 S - S(: OO 25235 MAINE I ROAD OA D CUTCHOGUE NY N L1� t �1n A 9�.>3 9B 5 631-734-6405 CONSULTANTS: ENGINEER: COMPANY STREET NEW YORK,NY 00000 OWNER: Level T.OW A OREGON ROAD ES TAT E C tiVI NE YARD L LC 14'-1" 13050 OREGON RD 00 P.0 BOX 523 CUTCHOGUE,NY 11935EXTERIOR SCONCES ,coPER LIGHTING PLAN IONS: EXISTING METAL SIDING PERMITSET 1.15.2 4Level CLG NEW OVERHEAD METAL ELECTRIC GARAGE DOOR EXISTING DOOR NEW DOOR ------------ o PROJECT NAME: vPvlee d 3 2026—Level SOUTHOLD TOWN _� ! i � 1 LeveFD 1 1 1474 EAST ELEVATION SCALE; 114"=1'-0" 0 350.0 Leve RO 23 8 EXISTING METAL ROOF o� Level T,0W 0 14' 1" PROJECTADDRESS: LevelCG OREGON ROAD 1011011 CUTCHOGUE, NEWYORK EXISTING METAL SIDING J EA NEW WINDOWS o IL Leve ERI DRAWN BY.- Author BAN I—-- evel - -= —! DATE,. 5/5/20265.96 M SCALE, 1/4 1-0 'EX ISTING METALDOOR - --- I — _Leve FND DRAWING SHEET NAME: ELEVATIONS SOUTH ELEVATION SCALE; 114"=1'-0" DRAWING SHEET NO: PLANNING BOARD Ink FRST FLORdGHT A=301 100 I ARCHITECTS: TION S OREGON ROAD ESTATE VINEYARD RENOVAAMUELS+S N r ADDRESS: 15235 MAIN ROAD LJ7FEB ' j 11 CUTCHOGUE NY 11935 L /L�L=% 111•134-6111 CONSULTANTS: 0 2 2026 ENGINEER: COMPANY STREET S 0 I H 0 L D I OWN NEW YORK,NY 00000 PLANNING BOAU OWNER, OREGON ROAD ESTATE VINEYARD LC i 13050 OREGON RD P.0 BOX 523 CUTCHOGUE,NY 11935 REVISIONS: PERMITSET 1.15.24 _ .to ILIA r 6. d/N 1�I11 al PROJECTNAME: GENERAL NOTES BEFORE START OF ANY WORK AND DISCREPANCIES OR Q VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO -S 1 ALL WORKS SHALL BE PERFORMED IN ACCORDANCE THE ATTENTION OF THE OWNER BEFORE PROCEEDING. (L.11/ DING THE VARIOUS KEY PLAN TEST HOLE WITH ALL STATE,MUNICIPAL,LOCAL ZONING AND NO SCALE CODES AND ORDINANCES HAVING JURISDICTION AND LBEST 1 CONSTRUCTION 2 ALL OFOF THIS PROJECT,TRADES SO BEOPERFORLVED MED TH E QSITE INFO BY MARK McDONALD GEOSCIENCE STANDARDS OF CONSTRUCTION PRACTICE. BY CAPABLE AND REPUTABLE CONTRACTORS,LICENSED IN SOUTHOLD,NEW YORK 11971 2 THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL LOCATION:13050 OREGON ROAD SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. GOVERNING AGENCYui LOCATION:1 NY,ORE THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE 13.ALL WORK OF THE VARIOUS TRADES IS TO BE O TOTAL CUTCHOGUE AREA:591,144 SF(13 639 AC.) TEST HOLE DATA 5/14110 ELEV.*23 SITE ANY DISCREPANCIES MUST BE BROUGHT TO THE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL SISITETE AREA:59 RIGHT INTACT):40,046 SF OR.92 ACRES DARK BROWN LOAM OL ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT CODES,AND ALL OTHER APPLICABLE AGENCIES AND QS SITE AREA(DRS):RIGHT INTACT): T(40,04 OC) OF CONSTRUCTION,THE CONTROCTOR SHALL BE STANDARDS GOVERNING THAT PARTICULAR TRADE,AND AS � � T 0 FT TYPE:AC(AGRICULTURAL CONSERVATION) RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HEREINAFTER STATED OR IMPLIED S.C.Tax Ma#:1(AGRICULTURAL .AL C BROWN SILT MT HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS,14 ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS / P 3. WIIL BE OF GOOD QUALLTY,FREE FROM FAULTS END CONTRARY TO THAT REQUIRED BY THE APPLICABLE BUILDING USE:DRY STORAGE,WINE TASTING ROOM lQ FTC DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO 13050 OREGON RD I BROWN SILTY SAND SM 23 0' THE FINAL CERTIFICATE OF OCCUPOM;Y. THE ATTENTION OF THE OWNER,AND CORRECTED IN O OWNER: 3 OFT. 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ORDER TO CONFORM TO THOSE GOVERNING 'w OREGON ROAD ESTATE VINEYARDS LLC CONSTRUCTION MEANS METHOD,TECHNIQUES, REQUIREMENTS. V 13050 OREGON RD CUTCHOGUE NY 11935 I PALE BROWN FINE TO MED SAND SP SEQUENCES OR PROCEDURES,OR FOR THE SAFETY 15.ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL QO 4 0 FT PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE w SURVEYOR: WORK AND HO ARCHITECT OR HIS REPRESENTATIVE. NATE CORWIN 5 SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS 16.ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF �/�' ) 1586 MAIN ROAD FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF O JAMESPORT,NY 11947 PALE BROWN FINE TO COURSE SAND SW THE CONSTRUCTION DOCUMENTS.THE ARCHITECT SHALL WORK DESIRED BY THE OWNER. O w LOT COVERAGE CALCULATION(DEV RIGHT INTACT) 16 FT NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY 17 RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE RECONSTRUCTED TO INSURE DURABLE STRONG SITE AREA:40,046 SF OR 92 ACRES DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT TOTAL LOT COVERAGE ALLOWED:20%(8,009.2 SF) 23 FT CONSTRUCTION,DO NOT RELOCATE PARTITIONS A PROJC-C7ADDRESS: THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT COMPLETE WALL TOTAL LOT COVERAGE SF EXISTING:13.9%(5,569 SF) THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS (NO INCREASE PROPOSED) MAINTAIN CONTINUOUS INSURANCE,COVERAGE ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. OREGON ROAD TOTAL COVERAGE:13.9%<20%REQUIRED COMMENTS:NO GROUNDWATER ENCOUNTERED CUTCHOGUE,NEWYORK STATUTORY POLICLES(WORKER COMPENSATION,ETC.)AND REMOVE ANY FINISH MATERIALS,SUCH AS CARPETING, GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN$5 PRIOR TO ANCHORING PLATE FLOOD ZONES C MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE 19.PRIOR TO COMPLETION OF THE WORK.REMOVE FROM f ftED ARC SITE IS NOT LOCATED IN A FLOOD ZONE. COVERAGE NOT LESS THON$2 MILLION.THE ARCHITECT THE JOB SITE ALL TOOLS.SURPLUS MATERIALS,EQUIPMENT, f+ir� SHALL BENAMED INSURED ON ANY AND ALL POLICIES. SCRAP,DEBRIS.AND WASTE.EXCEPT AS OTHERWISE P `Y4�,C. DRAWING LIST: CODE INFO 6 ALL CONSTRUCTION SHALL MEET NYS ENERGY NOTED BY THE OWNER � G� ALL.WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH CONVERSATION CONSTRUCTION CODE.ALL GLAZED AREA ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE THE PROVISIONS OF THE SPECIFICATIONS,DRAWINGS AND TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE TIME OF THIS APPLICATION ARE NOT THE T-100.00 TITLE SHEET CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY LNSULOTED CORES.THE INSULATION PROTECTION AS RESPONSIBILITY OF THE ARCHITECT. A-D01.00 GENERAL NOTES ALL APPLICABLE CODES,ORDINANCES AND REGULATIONS OF INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 20 ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT f S-100 OD SITE PLAN ALL GOVERNING BODIES INVOLVED.ANY MODIFICATIONS TO STANDARDS THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY �1�OFN S-200 DO ENLARGED SITE PLAN THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL 7 THESE DRAWINGS AND SPECIFICATION ARE OF THE ARCHITECT. DM-100.00 1ST FLOOR DEMO BE PERFORMED BY THE TENANTS CONTRACTOR;ALL PERMITS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE 21.CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS A-100.00 CONSTRUCTION PLAN SHALL BE SECURED AND PAID FOR BY THE TENANTS PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT DRAWNBY: ALOor A-101.00 EGRESS PLAN CONTRACTOR(S).APPLICABLE CODES INCLUDE BUT ARE NOT WHICH THEY MADE LS EXECUTED OR NOT.THEY MAY NOT OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT DATE: 4129120243:03:05 PM SCOPE OF WORK: A-102.00 ROOF PLAN BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN TO THE ACT. SCALE: LIMITED TO THE FOLLOWING: A-300.00 ELEVATIONS OUTHORLZATLON OF THE ARCHITECT. 22.ALL MATERIALS AS WELL AS METHODS AND PROCESSES BUILDING AND STRUCTURAL 2020 CODE DRAWINGSHEET NAME. A-301.00 ELEVATIONS 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE USED IN THE PERFORMANCE OF THE WORK SHALL -- INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING SMOKE AND CARBON MONO 2020 CODE A-350.00 SECTION SHALL BE INSTALLED CONFORM TO THE STANDARDS OF THE BUILDING. DRY STORAGE AND WINE TASTING ROOM NO INCREASE IN SQUARE A-600.00 WALL TYPES SAFETY NOTICES 2020 CODE IN EACH BEDROOM.ON ALL FLOORS AND SHALL BE 23.CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE COVER SHEET FOOTAGE MECHANICAL 2020 MECHANICAL CODE INTERCONNECTED PER CODE. DOCUMENT TITLED'INSURANCE REQUIREMENTS FOR PLUMBING 2020 PLUMBING CODE 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR ENERGY CODE 2018 NYS ENERGY MECHANICALLY VENTILATED OS PER NEW YORK STATE WHICH CUSHMAN&WAKEFIELD INC.ACTS AS AGENT' _ CONSERVATION CODE, INCLUDED IN THE CONTRACT DOCUMENTS,MUST BE DRAWING SHEET NO: 10, NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE GOVERNING AGENCY OR AGENCIES. MAINTAINED AT ALL TIMES DURING CONSTRUCTION 11.ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED T-000-00 ARCHTECTS: GENERAL NOTES(CONY.) PLUMBING NOTES ACCESSIBILITY NOTES(BC 2014-CHAPTER 11) ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS SA M U E LS--� 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, 1. CABINETS SHALL BE MODIFIED,RANGE,OISMYASIER,WASHERI DRYER(WHERE APPLICABLE)SHALL BE 1.SEE ARCHITECTS DRAWINGS FOR PLAN LOCATIONS ST E EL MA N 2, ALL EXISTING UTILTITES TO BE FIELD VERIFIED PLUMBING AND FUEL GAS CODES REPLACED AND APARTMENT TO BE TYPE APPLIANCES SPE lED IN ANSI SHOULD HMDIC-APPED PERSONS OCCUPY THE 2.ALIGN DEVICES VERTICALLY WHEN INC-0 PROXM IY E RENOVATED. 3.FOR DEVICES ON WALLS UP TO T-W WOE.CENTER DEVICES SIMILAR TO COLUMN PLACEIRNT SHOWN. 3. IF NECESSARY:UPDATE AND MODERNIZE HVAC EQUIPMENT INLIVING ROOM AND BEDROOM-COORDINATE WITH 2. ALLFDLNRESSHALLBEOFTYPEANDMANUFACTUREAPPROVEDFORUSEINNYCANDBEARBSBAAPPROVAL 4.FOR NON-DWEN510NEDDEVICES ON WALLS LONGER THAN T-0'LAYOUT DEVICES VERTICALLY C440l4E SIDE OF SURFACES BUILDING. 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED W! 2 FLOOR ALONG ACCESSIBLE ROUTES ADD N ACCESSIBLE ROOMS SHALL BE MADE STABLE,FIRM AND WALL_PER TO PLANS FOR SiDE LOCATION OF WALL. 4. ALL SPECIFICATIONS i SCHEDULES TO BE COORDINATED IN DETAIL AFTER INITIAL FLOOR PLAN DESIGN APPROVAL PIPE INSULATION. SLIP RMSTANT N COMPLIANCE WiTH SEC.45.1 ANSI SHOULD H'.1)ICAPPED PERSONS OCCUPY THE S.FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT.DEVICES TO BE 2'APART, FROM THE MANAGES I SCHEDULES TO BOARD. 4. ALL INSUL HALL BE PERFORMED 8Y A LICENSED PLUMBER PLUMBING CONTRACTOR SHALL ARRANGE AND APARTMENTTO BE RENOVATED &DEVICESAgM MILLWORK OR FURNITURE TO BE 6'ABOVE COUNTER TOP.000RDAATE WITH SCHEDULED FROMBATH THE WNA IS TO EMENTREMAIN T THE ANDME BOARD. AND SIZE ALL WORK AIN INSPECTIONS BE ERFORMEDAND FFS. 3. DIMENSIONS OF CLEAR SPACE AND DOOR OPENING INTO ADAPTABLE TOILETS(WHERE APPLICABLE)COMPLY MILLWORK AND FURNITURE ADDRESS.- S. C. 25235M 5.1.ALL UTiLiTiES AND FIXTURES TO REMAIN OVER EXISTING'WEfZONES' 5. N ALL NUANCES WHERE EXISTING BTWiCHPIiA�B 4PFNG6EXR)SEDOROTHERVASEOlUURSEDASA �SEIDTHS.SH t CUTCH GUEND 52.NO NEW EXHAUST VENTS RESULT OF THE ALTERATION.SUCH 6RA1411 PLUMBING PIPING SWILL BE REMOVED AND REPLACED FROM THE 4 DOOR WIDTHS SHALL BE A MINIMUM OF 34'iN COMPLIANCE WITH SECTION 4.13 5 ANSI DOOR CLEARANCE TO BE FLOOR HALL SIGNALS CUTCHpGUE NYi1935 5.3.EXPANSION(IF DESIRED)MUST BE APPROVED BY THE BOARD FIXTURES TO THE BUILDING AL G RISERS AND STACKS. L SUCH hVANCt-S.NEW RISER SHUT OFF VALVES SHALL 32'. DESIGNATION o c THERMOSTAT! COAT 63l-734-0405 BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. 5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 112'IN HEIGHT AS PER SEC 4.13.8ANSI, (ADAiANSI) Lo -TEMPERATURE HOOKS 6. THE KITCHEN TO REMAIN AT THE SAME LOCATION AND SIZE UNTOUCHED _ 1. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYC BUILDING CODES FOR CLASS I FIREPROOF 6 CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS fi. HANDLES,PULLS.LATCHES,LOCKS AND OTHEA OPERATING DEVICES ACCESSIBLE DOORS SHALL HAVE A a Y CARDSENS tlrt 1 o CONSULTANTS: BUILDING,AND ALL WOOD WILL BE FIRE RATED. HAVING MIXING VALVES.INDNIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE SHAPE THAT IS EASY TO GRASP AND Sikl.BE OP`9tk9LE WiTH ONE HAND AS PER SEC 4.13.9 ANSI. "' r � o I o COMPANY 8. THERE MAYBE HUNG CEWNGSANDSOFFlTIN THIS PROJECT(SEE PLANS FOR CONFIRMATION) 7. NO WORK SHALLBEDONETHATAFFECT55iEAMLINESUNLESSMIDUNTILSPECIFlCALLYAUTHORVEDFROM 7. MANEUVERING CLEARANCESATDOORSTOCOMPLYWiTHANSISEC4,1365.SINKSSHALLBEHANDICAP BUTTON tT i o ♦ $ STREET 9. PLUMBING PARTITIONS,PARTY WALLS OR EXTEWORWALLS WILL BE CONSTRUCTED WITH MASONRY OR CEMENT THE BUILDING MANAGEMENT. ACCESSIBLE A5 PER FlG.3f ANSI 4� NEW YORK NY 00000 a a BOARD AND PLASTER OR EQUAL 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE CITY,BOARD OR ITS 8. FUTURE OUTWARD DOOR SWING INDICATED ON DRAWINGS(FPPN ISM). "' N 10. ARCHITECT TO PROVIDE AN ELECTRICAL LOAD LETTERLiSTINGTHEEXISTINGANDNEWELECTRICALLOADS DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED. 9. DOOR BUCK SHALL BE PROVIDED TO ALLOW REMOUNTING ON SAME FRAME IN ORDER TO ACHIEVE ALTERNATE bi 3S yj OWNER: BASED ON THE NEWYORKCiTYELECTRICALCODE 9. PROVIDE NEW SHUT OFF VALVES AFTER ANIYFULL 3�LBOWSWING SWING STINGR RESIDENTIAL 10 PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION 10. EXISTING RESIDENITAL BUILDING WITH ELEVATOR SERVICE COMPLIES ANDIOR PARTIALLY COMPLIES WITH ELEVATOR DOOR SWING DOOR OUTLETS SHOWER CONTROLS OREGON ROAD ESTATE VINEYARD LLC 11. pF"TO VA01IL,THE CONTRACTOR AND ARCHITECT 91ALL MAKE ADEQUATE PROBES OF EXISTING PARTITIONS PREVIOUS ACCESSIBILITY REQUIREMENTS UNDER LOCAL LAW 58 OF 1987. AND ACCESSORIES 13050 OREGON RD TO BE DBACLJSHED TO DETERMINE THE PRESENCE OF ANY CONCEALED RISERS.ELECTRIC CONDUIT, 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE ALERT ARCHITECT TO MODIFY } P.0 BOX 523 CUTCHOGUE,NY 11935 TELEPHONE OR OTHER UTILITYLINESSERVICINGTHEBUILDINGOROTHERAPARTMENTSPRIORIOCOAWENM PLANS IF OTHERWISE 11. NEW WORK SHALL COMPLY WITH 2Of4 BC.CHAPTER II'ACCES5IBLTTY(ANSI A117.1.2009)EXCEPT THAT ASTHIS DEMOLITION. 12 ALL HOT ANDCOLDWATERPIPINGATFIXTURETOBETERMINATEDWIAIRCHAMBERSRISINGABOVETHE RESIDENTIAL BUILDING WASOCCUPIEDPF"To MARCH 13,1991,TOILET AND BATHINGROOMS iAAYCOMPLY � � 40' `, MIRROR f REVISIONS: 12 ARCHTECT SHALL ASSURE THAT NO BUILDING SYSTEMS WILL BE OEMOUED,DAMAGED.OR RELOCATED FIXTURE WITH PROTOTYPES ESTABLISHED BY ANSI A111.1-1986 PER RCNY 1101-01. '��__i 48'MIN. 12. BC 1101.3.1:NO CHANGE OF OCCUPANCY OR USE PROPOSED UNDER THIS APPLICATION I 2`I MAX 41 M/L 17• PERMIT SET 1.15 24 OURNG DEMOLITION OR CONSTRUCTION WITHIN THE APARTMENT INCLUDING.BUT NOT LIMITED TO,STRUCiIJRAL 13 FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITIH FLARED T "Sw ELD+E1(TS SUCHASSLABS BEAMS.C01111t4S,VENTILATION AND FIRE RATED SHADS,EL WILL INTERCOM. ENDS AND BRASS BUSHINGS 13. BC 1101.32:ALL PORTIONS OF THE BUILDING Bf7NGALTERED UNDER THIS APPLICATION TO THE EXTENT OF THE E1 i i 1 I; 6,MN.l• t GA$HFAiiNG,ORPLUIIBNGWSERS,AMONGOTHffRS.ARCHRECTSt1ALLA5SlJRETHATWOR1cWlLNOTMPACi 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TOAPPUANCES. ALTERATION ARE PROVIDED WfTH ACCESSIBLE FEATURES ASNOTED. ," , i / _._s'.")_0 i - B1/IDQRGSYSTEMS ANJIOR SURROUDIHGAPARTMENTSAND WILL BE PROPERLY PHRHAITTEOAND 51GNfDOFF 14. BUILDINGS AND FACILITIES SHALL 8E DESS' D AND CONSTRUCTf�TO BE ACCESSIBLE IN ACCORDANCE WITH �>•-=�,Z '' 's� ON.F� �CONDITIONS ARE UNCOVERED ANOIOR THE ALTERNATION PLAYS MUST BE MODIFIED N ANY 15 ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE U NIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE 3 SLAB CHAPTER 11 ACCESSIBILITY,BC APPENDICES E.N 8 P.AND ICC A117.1(ACCESSU3LE AND USABLE BUILDING 60'MIN, i r o I / L`BOOR WAY,THEAPMTMENTOAMERANMTHEIRCONTRACTORMIISTNOTk'YBADNGMA`JLGEAff.YTpR�RTO 16 NO RISERS CAN BE RELOCATED OR REMOVED. FAC11fT1E5). �� !r I 'r �!�1I�e � 1 �PWI SPACE PROCEEDING FURTHER fF SIGNCANT ALTERNATIONS TO THE APPROVED AND PERMITTED PLANS ARE 15. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING,TO ACCESSIBLE BUILDING REQURFpghU7}IEYAREPRESENTEDANppREAPPROM1I®THGUGHMANAGEhtEHTlU1DT►ff6U1DNG 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED INWRfi1NGTOTHEBUiLDINGMANAGEMENT ENTRANCESCONNECTiNGACCESSIBLEPEDESTRIANWALKWAiSA`.DTHEPUBUCYIAY,AHIDOTHtRWISECOLI?LY ACCESSIBLE GRAB BAR WITH TOILET ACCESSIBLE 1 PROJECTNAME. CONSULTANT THE DOBPERMITSMUSTBEAMENDEDTHROLOTHE PAAPROCESSATTHEDOB.NOWORKON INDICATING TIME ANDDURATiONANDCOORDINATEDWFiHBUILDINGSUPERINTENDENI. WITH CHAPTER4,ACCESSIBLEROUTES,OFTHEICC117.1. WATER CLOSET REINFORCING STRIP PAPER t LAVATORY THE MODIFIED WORK CAN BE PERFORMED UNTIL THE PAAIS APPROVED. 18. SPEEDY CONNECTIONS ARE NOT PERMITTED 16, ACCESSIBLE MEANS OF EGRESS TO BE PROVIDED AS PER NEW YORK CiTY BUILDING CODE SECTION BC11007. 12.1.IF NECESSARY:THE CONTRACTOR SHALL FK--SAFE ANY OPENINGS BETWEEN FLOORS ANDIOR WALLS 19. PRESSURE ASSISTTOILETS SHALL NOT BE PERMITTED W WALL 17LP05ED DURING THE WORK 17. ALL UNITS SERVED BY AN ELEVATOR IN OCCUPANCY R-2 514A11 BE TYPE 8 UNITS 14TTH THff ADDITIONAL OTRL 1Y� OTRL Wali; EXPOSED ALL DURING GTHE OPENINGS,CONVECTORS,ENTRY AND SERVICE DOORS SHALL BE SEALED OFF WITH 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE SOS OF TYPE B UNITS N R•2 OCCUPANCY PER BC 11071 ALL TYPE B UNITS TOILET AND BATHING pOLYETHYLENE SHEETNG 6 ML THICK OR GREATER AMD;OR DUCT TAPED DURING DEMOLITION TO PREVENT 21, ALL VALVES MUST BE ACCESSIBLE TO THE SATiSFAC11ON OF THE BUILDING MANAGEMENT. FACBJTES N GROUP R 2 MUST COMPLY WITH APPE:NCQf P OR TYPE A TOILET AND BATHING FACILITIES(BC I .W11 DUST FROM NFLTRATNG BUILDING SYSTEMS,CORRIDORS AND STAIRS 22 MN? IF NECESSARY,0V SHOLAER CURBS MUST BE BUILT OF MASONRY 1CRED TO THE SLAR LEAD PAN$MIX 11072 2),DYY9 LNG LA4RS SHALL 8E EQUIPPED WITH DOOR WIDTHS AND C1W FLOOR SPACES FOR POSSIBLE � � K•� 1 1,U%�4r lr M.THE CONTRACTOR MUST CONiM DUST AND NOISE TO THE MAXAUM EXTENT POSSIBLE DURING iHE BE PAINTED WI BfTUMRW WATER PROOFING MATERIAL AFTER IMALLAT04 THE SH0'AER PAN MUST BE OCCUPANTS WITH PHYSICAL DISABILITIES.TYPE B UNITS FOR R-2 OCCUPANCY SHALL SE TION BE ADAPTABLE - Q OE.M01"AND CONSTRl1CTTON WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REOLifWASNTS OF TESTED BY 24-HR STANDING WATER TEST.THE SHOAVER WASTE CORRECTION SHALL BE SOLOERED AiD IMP® FEATURES ARID ABIDE BY REQUIRQAENTS SET FORTH ALL APPLICABLE SPACES IN SECTION BC 110I. �, �THE BUILDf4G SALTERATION AGREEMENT REGARDING WORK WITHIN THE APARTMENT AND OTHER BULDNG BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. 18. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REOU RED TO 0 MN. lNL MN. - CHECKVALVESANDBACKFIOWPREVENTERSMUSTBEINSTALLEDONEVERYSINGLELEVERFAUCET.WASHiRG MOVETHE DOOR SHALL BE5 SECONDS MINIMUM. / 0-00 ACCESS4.TH AREAS 23 19. OPERABLE PARTS SHALL BE PLACED WHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308 /� . L PL;,N Q 124.THE CONTRACTOR MUST CONTROL DUST AND NOISE TO THE MAXIMUM EXTENT POSSIBLE DURING THE MACFIrpE.DISH WASHER AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILRY SINKS AND TUBS SHALL Q DEMOl R%ADD CONSTRUCTION WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REQUIREMENTS OF HAVE OVERFLOW DRAINS BUILT IN. OF THE ICC Al17.1 AND BE OPERABLE WiTH ONE HAND AND SHAH NDT REOURE TIGHT GRASPING PINCHING OR j THE BULDIN,C'S ALTERATION AGREEMENT REGARDING 1Y0fGLVKHW THE APARTMENT AND OTHER BUILDIG TWISTING OF THE WRIST AS PER SECTION 309 OF THE ICC Al 17.1. ADAPTIVBLETHROOM GRAFORCIN S ACCESS AREAS PIPING NOTES 20 BLOCIONG�THE FUT(�NSTALATIONOFGRAS BARS TOBEPROMDEDN ALL ACCESSIBLE BATHROOMS AS ADAPTIVE BATHROOM REINFORCING STRIP 12.5.PER DOB A CERTIFICATE FROM A LICENSED ASBESTOS INVESTIGATOR PDICATNG WHETHER THE PROJECT DESCRIBED N SECTION W4 OF ICC A117.7.GRAB BARS,SHOWER SEATS AND ORESM ROOM BENCH SEATS W DOES OR DOES NOT INVOLVE THE REMOVAL OF ASBESTOS MUST BE PROVIDED TO THE MANGE": PRIOR TO SiR IN ALL RENOVATED AREAS,THE FEED BRANCH LINES MUST BE REPLACED BACK TO THE RISER t � O yYOt 2. ALL RISERS MUST BE INSPECTED 8Y THE RESIDENT MANAGER UPON OPENING UP THE WALLS AND IF ANY WORK SHALL DESIGNED 10 MEET THE AF0IEMS OF NEW YORK CITY BUILDING 000E SECTION BC 160T.72so 44' I2 6 THE CONTRACTOR SHALL COMPLY wriH'THE USE OF LEAD,WE PRACTN�55'FOR WORK WPACTiNG 6 SO. IS REQUIRED THE RESIDENT MANAGER SHALL CONTACT THE BUILDING PLUMBER FOR FURTHER REVIEW. 21. INiERIOR ACCESS,FLOOR SURFACES,ADAPTABLE KITCHENS,ADAPTABLE KITCHENETTES AND ADAPTABLE j BATHROOMS SHALL BE AS PER ICC A117.1. 42'MN.1r 36 MN. N FT.OR MORE Of LEAD PAW IN BULDNGS ERECTED BEFORE 1978.AND ALL APPlICAME STATE AND LOCAL 3. THE FEED BRANCH LINES MUST BE EQUIPPED WITH AN EMERGENCY SHUT OFFiCHECK VALVE AS CLOSE TO THE � ,, ;; MIN.I REGULATIONS.PROPOSED WORK MUST ALSO COMPLY WITH THE FEDERAL EPA ME ISSUED APRL22.2008. RISER AS POSSIBLE. i 13. THE ARCHITECT HAS REVIEWED THE BUILDING'S ALTERATION AGREEMENT INCLUDING ALL RIDERS,AND THE 4. THE VALVE MUST ALSO BE LOCATED OUTSIDE THE WALL OR IN A FIRE RATED ACCESS PANEL o =I i �` [� CONTRACTOR'S SCOPE WILL INCLUDE COMPLIANCE WiTH ALL OF THE BUILDING REQUIREMENTS. 5. ALL BRANCH FEED PIPING MUST CONFORM TO LOCAL CODE REQUIREMENTS AND ONLY HIGH QUALITY COPPER C-T�:j L j�!/L..J� ( 56'MtR� ��, y I i I,,j 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE,EITHER EXPOSED OR FROM ACCESS PANELS. PIPES CAN BE USED. I- O 15. ALL 1NET SPACES'SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE 6. THE LOCATION OF THE ACCESS PANELS,VALVES AND NEW BRANCH LINE RUNS MUST BE LOCATED ON THE PLAN `� ' r ^I 1 9235 TURNED UP 4'AT WALLS. ALTERATION PLANS ANDIOR SHOWN TO THE RESIDENT MANAGER DURING CONSTRUCTON. F E B 0 2 2026 PARTITION GRAB BAR WiTH ACCESSIBLE&AMBULATORY URINAL 16. LICENSED PLUMBER SHALL COORDINATE ALL WORK WITH THE RESIDENT MANAGER PRIOR TO THE START OF ALL 7. ALL EXPOSED AND NEW FEED PIPING MUST BE INSULATED.iNS INCLUDES BUT iS NOT LWTED TO ALL HOT, REINFORCING STRIP WATER CLOSET `,` WORK COLD,HEATING AND COOLING PLUMBING FEEDIES,WHETHER BELONGINGTO THIS APARTMENT ORNOT. ou l O_ W 17. FLING.PERI•UTS.&LICENSES B. ALL PIPE INSULATION MUST BE INSPECTED BY THE RESIDENT MANAGER PRIOR TO CLOSURE _ WALL MOUNTED I I..L_ (n 17.1,THE PROJECT VALL BE FLED V,ITH THE NEW YORK CiTY BUILDINGS DEPARTMENT.A PERMIT'4 li.BE �'3 CLOCK^ SPEAKERI STROBE AED OBTANE W, DANDCOPYWILLBEPRO,ADEDToTieIMNAGEMENTTPRIORTOWOATTHEWAPLETIONOFWORK, CONSTRUCTION PLAN LEGEND ELECTRICAL LEGEND � �- AUDIO/VISUAL i STROBE O `,W, A LETTER FROM THE NEL7 YORK CiTY BULDWS DEPARTMENT NDICATNG THAT THE WORK FAS 8FV 4 HOSE CABINET b i�- ALARM 8 STROBE -p SATISFACTORILY COMPLETED VALLBE PROVIDED 70 THE MANAGEW-W. - _ HORNiSiREN j 172.ALLPLUMBINGYdLLBEPERFORMrrDBYAIhENSEOPLIJNBFRA'IDfLFDINRHTHENEWYORKCiTY NorlNscoPE I FIRE EXTINGUISHER PROJECTADDRESS: BULDNGS DEPARTMENT THE LVORi(V&BE APPROVED BY THE NEW YOM CRY BUILDINGS DEPARTMENT AT NOT IN SCOPE GFI GFI ODTLEr oCABURETTHECOMPLEiiONOFWORK DUSTINGSTRUCTUREJ (NONTYPICALHBGR I `�17.3.ALL ELECTRICAL WORK WILL BE COMPLETED BY AN ELECTRICIAN LICENSED BY THE CiTY OF NEW YORK.THE PARTITION WALL O TA-1, � AEID OREGON ROAD ELCTRHCAL WORK MUST BE FILED BY THE CONTRACTOR WITH THE BUREAU OF ELECTRICAL C�ONTROLAND A jSUR�MOUNT) 4P�0 zzvoLTouaET � WARDENSTATION� CABINET �� CLITCHOGUE,NEWYORK CERTIFICATE OF ELECTRICAL INSPECTION MUST BE PROVIDED TO THE MANAGEMENT AT THE CNIPLETION OF a FIRE ALARM PULL 5 i ATiON WORK NEW PARTHION WALL o y DOWNUGFR ON SENSOR WET ZONE GRWNDfAULT CIRCUIT � 18. TUBISHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE;WATERPROOF CEMENT PLASTER,WATERPROOF W7ND0'N OS IsuRFacE NouNr1 W NTEARUPIERREGEPTAG E (STANDARDDRINKING ADAJ AS GYPSUM BOARD,OR NEW CEMENTiTiOUS WONDERBOARD OR DU-ROCK y.� �E1iE D A,gCy/ I K 1 RECESSED IJGHT FIXTURE WAD RECEPTACLE WALL MOUNTED (STANDARD d ADN ANSI) e `NE,1EgAr 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYC BUILDING CODE. pN0NTYPICAL HEIGHT) FLUSH CONTROL `�a 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE DOOR TOILET PAPER AND SEAT OUTLET OUTLET '" (SEE SCHEDULE ON SFff FX-Mg SMOKE DETECTOR g SWITCH MQ COVER DISPENSER 21. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION. - 72. NO GAS PIPING SHALL BE LOCATED IN THE FLOOR OVERHEAD AND BASE MILLWORK � � {ALLMILLWDRKTOBECONFlRMED .,, CEILING $D SWTTCHONDIMMERMF) COUNTER DESK . 23. CONED SHALL BE NOTIFIEDOFTHEWORK VIASN9PORAWINGS) �t AIL t�p fro' 24. IT ISA SPECIFP:REQUIRE"THAT THE COMPLETED GAS PIPIING SHALL BE TESTED BY CONTRACTORAND WAy E TAG '+`r- � THREE-WAY SWITCH >� INSPECTED AND SGNED OFF BY THE DOB.SELF•CERTIFlCATIONBYPLUMBNG SHALL NOT BE ALL OWED li T I to - (SEE WAI.I DETAIL SHEET A-8B000) 25. PRESSURE TEST SHALL BEAT 3 PSI AFTER ANEW VALVE AND TEE IMMEDIATELY ADJACENTTO THE GAS Lt HORIZONTAL COVE LIGHT J DRAWN By. AuMor SHUT-0OFF. -0FFVALVESHALLBETESTEDWfDiSOAP FILM. ROOM ----- EL NTEROTY TOILET PAPERTOWEL SANITARY NAPKIN O�� T- --i ROOM TAG {SPECIFY VIA SHOP DRAWINGS) VH ,F}ucomp,GALHEIGFTH DISPENSER&WASTE DISPENSER&WASTE I DATE M29/10242;55:37PM 26. PRIOR TOODMIMENCNG ANY WORK THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BALL TO L 101 RECEPTACLE DISPOSAL THE FONT REQUIRED BY NYC DOB.F THE LOSS N PRESSURE EXCEEDS CODE LMTS,NO GAS PIPING WORT( __-_ HORIZONTAL SHF1F LIGHT THERMOSTAT SCALE As uldirafed SIWl BE DOME UNTIL REPAIRS ARE MADE AT THE SHAREHOLDERS EXPENSE.SHOULD IT NOT BE POSSIBLE TO (SPECIFY vw SHOP DRAMNGS) H {H NON TYPICAL HEIGHT) It (SAKE THE NECESSARY REPAIRS DUE TO LUTED ACCESS TO THE GAS RISER OR FOR OTHER REASONS.THEN NO SH CLEAR DOORWAY WIDTH AND DEPTH DRAWING SHEET NAME: GAS CHANGES WILL BE ALLOWED. RouERSHADE R FG ("OA H (H�+DNTYPICALHEIGHU) GENERAL NOTES 27- IF THERE IS NO EXISTING GAS SHUTOFF VALVE IN THE APARTMENT,NO GAS PIPING CHANGE WILL BE ALLOWED. � SOFFIT LOCAT10N AV)F DNI PORT 32'MIN 32'MIN- 37 MIN. 28. ALL EXISTING THROUGH SLAB PENETRATIONS,PARTYiCHRASE WALL PENETRATIONS,PARTY AND CHASE WALL (CONFIRM DURING CONSTRUCTION) JOINT AT THE TOP A14D BOTTOM MUST BE SEALED WiTH FIRE STOP SEAL ACTUA i ERI.L 4 H H�lON TYPICAL HE Glif) f1� R-' -1 28.1.ALL FRE RATED CHASE WAILS.ENCLOSURES AND FIRE STOPPING MUST REALAR4 IN PLACE UNTIL ACTUAL 4 DROP CEILING DRDP HEIGHT JUNCTION BOX DRAWING SHEET NO.' PROpM LVOWL IS APPROVED AND IMPLEMENTED ADD CMN'OT BE LEFT OPEN OR UVROTECTED OVERI4m. E: 282.ANY PROPOSED WORK CANNOT IOV*REXISiING FIRE RATING. DATA!ETHERNET WRET 1 ' 28.3.DUST PROTECTION WITH PROPER PROTECTION AG404ST TRANSFER OF NOISE AND DUST A5 WELL AS "ON TYPICAL HEIGHT) ----- FUMES MUST BE IMPLEMENTED IMMEDIATELY UPON OPENING (A) (B) C � DUPLEx RECEPTACLE HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH A-001,O0 ARcrnrEc7s. - I SAMUELS+ I STEELMAN NOW OR FORMERLY MICHAEL DEMCHAK a NOW FORMERLY MK:HAEL oEMcR1Alc a MARLA DEMCNAK MARLA DEMCHAK TAX LOT 125 TAX LOT 126 0 ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 o S47'51'30'E a 748.75 -- 6346405 - - n<- CONSULTANTS: (V ENGINEER: rn COMPANY STREET I = NEW YORK,NY 00000 OWNER: I € OREGON ROAD ESTATE VINEYARD LLC I1 13050 OREGON RD P.0 BOX523 CUTCHOGUE,NY 11935 Now OR FORMERLY I THOM AS UHUNGER A NOW OR FORMERLY - - KAREN UHLINGER EDWARD P.HUC4iES W REVISIONS: TAX LOT 72 PERMIT SET i.13 24 TAX LOT 7.1 f N 1 I Z S48'31'00•E 510.95' _ v CROOt PROJECTNAME: i� BROU a� r LANE VNEY z LL / NOW EL FORMERLY et MICHAEL DEMCHAK a TAX L 21 !P MARIA DEMCHAK TAX LOT 13 C) < - O W Q l2"f Y1A.I1 Q �� EM71Qry6� } oEVELaa+Ex1"w+RT:saoLwe_ ORAVEL 01 o;----a-• ..- W ---_ 7 1 GRAVEL 105" - ��1f > 1 6TDRY ~ O GARAGE 193OWyLu ^ CRm - PROJECTADDRESS: -: -: ua�m[. 04 SY(ACTUALD OREGON ROAD - 1D'WOOD MESH FEN - NH18.31'OO'N r 2n N40.31'OpyY = \ 11T39T R^'upg � CUfCHOGUE,NEW YORK NOWOR - „ �4 H NORMAN FMcCULLOUYGH !°< S NOW OR FORMERLY� �y ANTONE E BERKOWSKI a TAX LOT 30 NOW OR FORMERLY CERALDINE B BERKOWSKI ttiaED AR l cy GRECORY A BOYD 8 1 + SUSAN BOYD TAX LOT 3 2 ' !/.Y TAX LOT 3 1 COX LANE 0443 Oa rJEt+ COXS LANE COX NECK LANE L!.. DRAWNBY.• Auftr (50'WIDEy 1 I 1 L.Ld U L L u 41) DATE 4WO24 2:56:52 PM SCALE. SOUTHOLD TOWN DRAWNG SHEET N,ME:- Rj.AN")iNn RnAn.r) SITE PLAN DRAWING SHEETNO: SITE PLAN SCALE:1:550 S-100.00 ARCHITECTS: 1 i SAMUELS�- Y 1 Y Y Y Y [ Y Y , STEELMAN I I VINEYARD r4EW ASPHALT PARKING ADDRESS: GRASS SPOTS I CUTC MAIN ROAD EXISTING WOOD POST 8 WIRE DEER FENCE �� Y Y 6 1-734�5NY 11935 GRASS ' I X —XX X X X X—X X X XXi_ 'X X X X X�-XX X Xc—Xc—Xc—Xc—Xc—xc—Xc— - I NEW AI SEPTIC GRASS v (EXISTING ROCK WALL CONSULTANTS: TS: SYSTEM(PLANNED. 640 __ _ +ww.v.v. .��.►....w�r�.�vrrw�..��+ COMPANY 272.34' SCHD APPLICATION DEVELOPMENT RIGHTS SOLD LINE --.- N 0�_W -j `'" ,,,,� x STREET ��tr t I NEW YORK,NY 00000 •� a_ ••>_ M�* �-s i��a a�� -�at�IN�-�i+•TC of _ I ,e S48`31'00"E Ic°=' 1C..6�".5 6 _. SEPTIIC SYSTEM TO B'e•,A9ANDONED LINE OF EXISTING GRAVEL L 6C 6317 ��m �:G EXISTING SIGN 6 BC6?i B 6' AS PAR SCOHS STANDARDS $ OWNER. �•�. / a 71 `1 AaA 2AfL x-_ (GR4ASE TRAP AND SEPTIC I �OBI I I m�� [ 130WOREGONRS7ATEVfNEYARDLLC - I I v.; TAf�K TO REMAIN) I I I t0 130500REGONRD URB CUT 523CUTCNOGUE NY11935 NEW PC C �- O 14 1 1 1 2tl 21 2�j 22 P.080X f r�azsa 2 4L BCe"e. �� I 8 9 11 12 13 1 9 I `� x�, ,e— Tt ^ri218t I� L•P,2 ec6zrI j I I I _ a j REVISIONS, FF I NEW OVERHANG 9 D• '!- r- LIGHTING AT (5)EXISTING DRIVEWAY ,�[\1 Z PERMRSET 1.15.24 mm I AT ENTRY EXISTING DRAINAGE LEACHING N V xk Y Y DEMO NEW ASPHALT DRI�W AY �' 1» j o BLDG,DARK 4 10'X LIQ.17 DEPTH I w . CURB I W/STONE CURB 64� "Y J I I NEY1 LANDSCAPE mix— G��L W r SKY APPROVED POOLS() Q t j ~ �1 SEE SPEC IN � BUFFER WI SHRUBS �, N y ` TC59e1 N TC6225 %' — ^ a NOTES I eC3r Ga 6C 61 71 1A �- ��51`� .i'� GA I I I o -_/ � � Y ■ �P N 138 37 �' I 43 42 40 9 I I h a N y 3 N PROJEC7NAME NEW PC CURB CUT ( 5f� m n,- O' r j I 25_T • .d-,69 b� O c�c� - - O z- 1 I VINEYARD -"� a'WOODEN acsf6s rt I—r-- 1 rwav— 6240 1 1 —I---N �wt co�Q - ec se so 10 1 D' ress3s FENCE TC6223 I I S'�s z 5332 t� �t v - DEMOri EXISTING I X z Y• Q 0 _ � 115.3' :.,U- -- GRAVELw Q CURB • K-- _Z 601.(r -I GRASS • _.X.- _Y I I O z m 04 x LU `NEW SHRUBS LL 1 STORY = EXT N GRASS ` AGRICULTURAL coNc ( ,Q s —� {� O 0 . EXT. N I — o i g (D a CONc c6 ` COMMERCIAL F.FL.6330 N Z. uJ spa SLAB BUILDING —� SPOTS Ly s _� - NEB^!GRAVEL PARKING O ^ • AT SIDE YARD � Y- —EXISTING DECIDUOUS ,� --� cn TREES BDG `- ;,,f. ec O w �V `� n 115.2' 63.2' T�= �� c asor� ` w G p •` 61- TANKS h BC 63 00 �`ti. ....-. - - _ '.� 6�6 ■7 Off, TANKS E DUMPS7ER BC6� TC6346 - W 30 CONC.SLAB` GRASS AC UNIT w EXISTING 1"WATER SERVICE . _ — 35 34 33j� EXISTING t EKT.GENERATOR 6�1 �-,qX LOT 2.1 ESQ 1i �� GRAVEL ROAD t N /� - "'W A 'oav�lw`o>ii I a ~''- v V J EXISTING WATER METER j '� - _ - ------- 0 Uj \ (� EXISTING WATER SERVICE �h m I E3'9 0 Z CD CONN.POINT :Ulf o I 4'WOODEN y�J • m -- 11wi t "r) PROJECTADARESS: FENCE ~"-�� - 1 • n WMF 35'�' i<, •�6 cn T • • �c s c' • •1.0' c • x y j O w • e •e. • N �NV48°31'00"V1! cr. w^ CU CHOGUE,NEWYORK 6'WOOD FEN 10'WOOD MESH FEN. WMF WMF PROPERTY LINE 6ry XISTING EVERGREEN 1173.97' C)w 2.2' O LU 1'3' tr�RED ARc F�(ELEC METER- �G•N�J�N��c�, TREI AT PROPERTY LINE p U_ LL f _ = f � - t~D N 1 N N s?q 044 PARKING CALCULATIONS: PARK LOT LIGHT SITE PLAN NOTES: DRAINAGE CALCULATIONS: 14114 SPACE SIZE.9'X 19 REQUIRED-9'X 19'PROPOSED -ALL LIGHT(G SHALLCBE ORIENTED SO THAT LIGHT SHIELDED FROM ADJACENT PROPERTY IFICATIONS ENLARGED SITE PLAN AMENDMENT TO THE APPROVED SITE PLAN DATED 07/22/11 MIN AISLE WIDTH:22'REOUIRED-22'PROPOSED AND ROADWAYS. DRAWNBy.1 Author EXISTING ASPHALT PAVEMENT=2,785.43 SF MIN REQUIRED NUMBER OF SPACES -ALL LIGHTING SHALL BE DARK SKYS COMPLIANT SCALE:1:150 DATE.- 1%21/20282:46:59PM DRAINAGE INFO: 43 SF X785 167 X 10=46517 CF 1 . . . . - - - NO NEW DRAINAGE REQUIRED FOR SITE PLAN CHANGES. - 2 EXISTING SPACES: SCALE: -39 SPACES LIGHTING SCHEDULE VOLUME=AREA X RAINFALL X COEFFICIENT PROPOSED AND EXISTING GRAVEL PARKING AREA=16,194 SF PROPOSED ADDITIONAL SPACES: TAG SPEC NOTES w DRAWINGSHEETNAfV1E: RAINFALL=2"/HR=0.167' 16,194 SF X.167 X 1.0=2,704.03 CF 4 SPACES VV1 UJE-30341 MOUNTED V ABOVE �1�J�D COEFFICIENT OF ASPHALT=1.0 TOTAL SPACES PROPOSED: Jet 31 Cylindrical Surface GRADE Ll�l_��'j I �Y/L�D ENLARGED SITE PLAN EXISTING PATIO AND SIDEWALK AREA=2,124 -43 SPACES COEFFICIENT OF GRAVEL=1.0 Downlight COEFFICIENT OF ROOF=1.0 2,124 SF X.167 X 1.0=354 SF REQUIRED SPACES: _ TASTING AREA(RETAIL USE)=(1802 SF X 1 =9.01(10 SPACES) W2 Illum Coating Bollard FEB 0 2 202 6 EXISTING BLDG AAREA=5569 0. - WINE STORAGE--2 SPACES DRAWJNG SHEETNO: 5,569 SF X.167 X 1.0=930.0 CF OFFICE=4 SPACES TOTAL VOLUME: - PARKING TOTAL NEEDS=16 SPACES NEEDED,2 HC SPACES NEEDED SOUTHOLD TOWN 46K17 CF+2,704.03 CF+354 CF+930 CF=4,453 CF - TOTAL PARKING PROPOSED=43 SPACES>16 SPACES PLANNING BOARD ^ �^O.^ U (5)10 X 14'DEEP LEACHING POOLS VOLUME INTERIOR LANDSCAPING PAKI REQUIRED: V` U PROVIDED=4,789 CF 43 RNG LL STAS PROV'D X 10 SF PER STALL=430 SF DRAINAGE=4,709 ON SITE>4,453 NEEDED TOTAL PROVIDED--1089 SF>430 SF I ARCHUECTS: DEMO PLAN NOTES Nor w SCOPE 1. PATCH,SKIM COATAND PAINT WITH LOW VOC PAINT ALL HOLES RELATING SA M U E LS+ 70 DEMOLITION SCOPE. - Nw 2 ALL EXPOSED WIRES TO BE REMOVED BY THE CONTRACTOR. STEEL MAN PARW3. ALL ITEMS TO BE REMOVED IN ORDER TO ACCOMODATE NEW - INSTALLATION. NEW PnaTm oNwAu 4. ANY UNDETERMINED PORTIONS OF THE DEMOLITION TO BE SUBMITTED TO wwow THE CLIENT AND ARCHITECT VIA RFl PRIOR TO INITIAL FEE PROPOSAL THE CONTRACTOR ACCEPTS THAT THERE WILL BE NO SUPPLEMENTAL �ADRESS: DEMOLTION FEES AFTER THE INITIAL CONTRACT IS SIGNED UNLESS THE 25235 MAIN ROAD 000tt SCOPE HAS BEEN MODIFIED BY THE CLIENT. ..,�..�-�- CUTCHOGUE NY 11935 1sEE XWBAFON 9WX-WQ o s �g I i��D 631-7346405 OVFAfEADNABASEMILLWOiiff .I _____ M(AL MwxO To NDBSEMILLWOM CONSULTANTS: vmsHOPDRAWS1 COMPANY } FEB 0 2 2026 i STREET E Pras J5WA V WALLTYPETAS H&rMouaal NEWYORK NY40000 ROOM SOUTHOLD TOWN PLAtJNiNG BOARD OWNER 141 WNTAGL OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD i CONSTRUCTION PLAN IECEND REMOVE WINDOWS FOR REUSE ti P.0 BOX 523 CUTCHOGUE,NY 11935•-'� - REVISIONS: PERMITSET 1.15.24 33'-6" 7"-2" r T-5' T-5' T-T' A* ---- f.. T----- ------- i ---�-� _---- m I(------TT 0-- �� 1 21'-9" 21'-T 3T-6' PROJECT NAME: I I I I 1 1 I I I I "``llll l i Q TOTALTOTALtom. I I t I I �v W.0 1 i i �SF: CLG @ 8'-0' �1T I I 6U CLG @8D I-d MAIN __ h I I II I li I I CLG@8'0' OFFICE --� i�ll�� 11 i HALL �-____-- � -� NtT. I I � 11 y II y I I I I ^'r� 11 II II " M TOTAL BATHROOM I I I I OM I.�A I I H I I r Li I I S._102 F 2 ~ 1 I REMOVECEILNGABOVE II OFFICES II I I CLG @ 8.0 �� 1�L--2I Roo"; 11 THROUGHOUT I I I I I I �' j j REMOVE CEILING ABOVE II Ir^ II 11 II II 1�DIIjTEq$ II �THROUGHOUT �� CLG 8-0 it I I Y --.J 1 �► II TOTAL OFFICE N I I - I •I t � 1 1 �e'o II III � �� a� _ _-__-- w __ ----------------- 0 z 1 -Rf110Vf DECORATNETIM I 14 3" 21'-T 1 I STORAGE AREA2 I I 1€� "o 1II II(II L----�•�----------••----- --------�- --�' � CLG @8'-W En @ 1 1SERVICEAREA % TOTAL STORAGE AREA:3193 SF VEST. 1I O W■ ------------- CLG @ RIDGE 14'-6' I I a� II II 11 W I I _� ��- 1 11 11 U) I I ��--------- �I I I VJ 1 REMOVE EXISTING I DOORS O w I I I Ia•,! I I I ZREMOVE METAL I11 I I STORAGE N PROJECTADDRESS: 11 CEILING ABOVE I I;; 1 1\ TASTING I I" " (( jj PRIVATE OREGON ROAD EXISTING TASTING CUTCHOGUE,NEW PORK ROOM 1 i REMAIN STRUCTURE TO TOTAL TASTING AREA ROOM N SEC 1 1 Sf:1457 SF II � II n *� REMOVE LVL FLOORING �� CLG @ S'-O' CLG @ 8'-0' MECH. I I �Of NE`N I I 111 I I I I III I 11 DRAWNBY: Avria�► 6'-6" 27.0' I ELEC.PAMS I CLG @ WALL 12L 0' I ----- DATE:4r19/n024 3:03: -------3------ _---- --- '* SCALE: As indicated -- - ----- -- - y- _ - - I DRAW7NGSNEETNAME.' 26.11' 79-1" _ DEMOLITION PLAN 1o5-tr DRAMNG SHEETNO. 1 DEMOLITION PLAN EAU:ur-r-r D-100.00N ARCHITECTS. ---- NOT IN SLOPE SAMUELS+ ® ARTM�� STEELMAN NEW PARTITION WALL WINDOW ADDRESS. 1 ""�--�+�-----•-�..-:: 25235 MAW ROAD - DOOR {SEE SCHEDULE ON SHEET X,=Q C 1-734-UE NY f 1935 D 63-7346405 OVERHEAD AND BASE MILWORK [ 1, 1 w�is� KTOBECONIIRMSD CONSULTANTS: ENGINEER FEB E� t� _� COMPANY • WAIL TYPE TAG STREET s N ROOM IsEEwaL DETAIL srEETaeooDol NEWYORKNY00000 F ,ADD 101 ROWITAG OWNER.v OREGON ROAD ESTATE VINEYARD LLC CONSTRUCTION PLAN LEGEND 13050 OREGON RD v r•ra P.O BOX523 CUTCHOGUE,NY 11935 r-----------------ON----------------- �--SLATWALL REVISIONS. ^ 'w-O" - --- — PERMITSET 1.15 24 21'-T -O" 7'•� 2'_g^r r'9' 8-0" 3r•8' tXESTr�csTRucii>R� ,•� CUflTAW � �. '� � .r r-a't'� •r'-4 •s1'-� •r r•s r•� ■ PROJECT NAME: �. re to ENTRYIRETAIL ~ PRIVATE SATH am IN Va COUN ; 001 EOBLIC BATHROOM219 SF OtI I r T" NOOCCUPANCY OCCUPANCY:4 NO OCCUPANCY `•' / ti t 6'-r 6'•i' S 00 EXISTILIAIN ING TO REMAIN Q r 014 NOOCEUPANCY r 3• 2HRRATED O W WALLASSEMBLY Z • TO CEILING ' \ 21'-7' HALL STORAGE 6 _ NEW EGRESS DOORS !\ �—sur wau r' I 011 O10 ----------- �" / •! AEXPOSE TRUSSES L N o 161 SFSF z r NO OCCUPANCY OCCUPANCY:4 Sf v W NEWCEIUNG @ 12!-T O ' I TASTING AREA CLG@RIDGEI•t ' -------------- 5 i----------------''•------ ---__----------•---- --- Q ------- -------- _.._..._..-;� 12 ------- ----;- ,f• Ao CLG@ RIDGE I9'-4' LU • N I occuPANcv:es ;: 16 ; ; - �; PRIVATE TASTING ROOM N 004 O ui 515 SF 5•-0* -- OCCUPANCY:35 2HRRATED WALL ASSEMBLY PROJECTADDRESS: i TO CEILING I 2 OREGON ROAD NOT FULL HEIGHT CUTCHOGUE,NEW YORK PARTITION WALL$ 21'-7' SEµ£DARC 1 PRIVATE OFFICE PRIVATE OFFICE o, Q�ZyG OFFICE sERVIcE b tv COUNTER o COUNTER 26-2' rr -0' Eo C PREP 454 SF EXT.MECH ; — PREP AREA OCCUPANCY:5 sfLlo� W� OOg SERVICE AREA VESTIBtE b ® ji ��OFcl USF I 005 � m140 SFNOOCCUPANCY � 1155E 55Sf OCCUPANCY:2sf NEW CEILING@12'•0' DRAWNBY AEMWb. NON PUBLIC OCCUPANCI I FRIDGEDATE.429/2024 2:55:52 PM WATER SERVICE ; NEWEORESSOOOR STORAGE PREP DW DW SNKS M t WEGAE55CO0R - LINE IN E LEC PANELS COUNTER N OOUMT6t SCALE: As indicated ■ WING SHEETNAME. �•1r I tc-�• a- I s•r r-r 22'-4" s-o' ! 3z-s' CONSTRUCTION PLAN DRAWING SHEET NO: 1 DESIGN PLAN — N SCAM*IW-T'-W A-1 00-00 ARCWITECTS. -------- NOT IN SCOPE SA M U E LS DDSTINO STRUCTURFI STE E LM AN ® PARLTIONWAIL NEW PARTMONWALL WINDOW rF � ADDRESS:E B 0 Z 2026 CUTCH25235 AINROAD Lx.rCUTC 4-6405 Y 11935 ISEE SCHEDULE ON SHEET X•)OLY1 G31-T34�r105 MUWDRK - •,�� L J�R CONSULTANTS: (AIL MILLW'ORKTO BE CONFLRMED �'^� ENGINEER: VW SHOP DRAWINGS) r .C�:f V- .D COMPANY STREET WALLTYPETAG NY OM V ISEE w+u DETAt hot A srE► /1 NEW PORK ROOM A3S0 OWNER: 1O1 ROOM TAG OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD -----MCTO PLAN`�D P,O BOX 523 CUTCHOGUE,NY 11935 ram`�r� r-0 NEW GUTTER DOWNSPOUT EXISTING DOWNSPOUT,TYP LINE OF BUILDING BELOW EXISTING GUTTERS TO REMAIN EXISTING METAL STAINING SEAM RELOCATED PERMITSET 1.15,24 ROOF WITH NEW SPRAY FOAM INSULATION IN TASTING ROOM r-a - -- -- ------- ------ ----- ------ -- - - - - - - -- -- ----- PROJECTNAME: I ON 0 Q Q 0w w z I j z O w . SLO 41 i c� Q w cn 0 uu PROJECTADDRESS: SL _ OREGON ROAD 2 CUTCHOGUE,NEW YORK * .A S}R�OF ¢E • DRAWNBY• �► �N DATE:40=42:5li5FU SCALE. Asindicafed ow ow DRAWING SHEETNAME -- --- - ------- - --- - - - ------- - ---- -- -- - ------ -- -------- --------------- - -------- ---- --- ------- ---- - �--i-- --i - - --- ROOF PLAN DRAWING SHEETNO: - � ROOF Sam,Ira•=ra A-1 02.00 ARCHITECTS: I SAMUELS+ STEELMAN ADDRESS.' 2_ _ ��.m` 25135 MAW ROAD 00 CUTCHOGUE NY 11935 631-73"405 —- - - - - - - - - - —- - - - - - - - - 2r•rr 2026 " CONSULTANTS. ENGINEER, COMPANY SOU i HOLD TOWN STREET PLANNING BOARD NEWYORKNYODt100 EXISTING FASCIA OWNER: OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD P.0 BOX523 CUTCHOGUE,NY 11935 REVISIONS. -- - - - - � PERMTTSET 1.15.24 COLUMNS PANEL METAL PANEL SURROUND Level CLG EXISTING METAL PANEL GLASS PANEL PROJECTNAME COLUMN AND ROOF I ;I INALUMINUM OVERHANGATENTRY O STOREFRONT WI � • I METALPANELIN ALUMINUM STOREFRONT LPWtFIRSTFLOOR L � �QI - - Level F.c.4; Q 0 w 2 WEST ELEVATION 101� Z iCJlE:ie•rC � Z > 0 w Level ROOF t1 23'23'-6'vuJ U) Ow EXISTING ROOF PROJECTADDRESS: EXISTING FASCIA OREGON ROAD Level T.O.W L1 CUTCHOGUE,NEW YORK ,�EFtED A.gCy tt�V`��E 3EAIy�1�.0 Llel CL - — - - - - eve10'o' * ' tD NEW GLASS STOREFRONT PANELS WITH ALUMINUM MULLIONS S'j5 04430�� II to �CF NE1y� lh COLUMNS WITH METAL PANEL SURROUND DRAWN BY: AU61ol io DATE:4/29/2024 2:56:00 PM SCALE. 114'=VV - I _ _ _ _ _ L-_ __ _em DRAWING SHEETNAME.• . I ELEVATIONS PATCH METAL 51Cf\G I I 1 ' l l ASHEEDEo --- - 7 , -j , -�;-—- - -NORTHELEVAT}ON — — - �'•P DRAWING SHEET NO: A-300-00 ARCHITECTS. SAMUELS+ STEELMAN r,(�/72�n l ADDRESS: —ti ti Lev$R0M� `-' I�\''J`M(D 25235 MAIN ROAD CUTCHOGUE NY 11935 FEB 0 2 2026 CONSU�STS: ENGINEER SOLI i HiLD i 0�`U,'� COMPANY PLANNING BOARD STREET NEW YORK NY00000 OWNER• OREGON ROAD ESTATE VINEYARD LLC Taw 13050 OREGON RD 1�'•1' —— — — — P.0 BOX523 CUfCHOGUE,NY 11935 REVISIONS: Leev_eJIO G t1 PERMITSET L15.24 EXISTING METAL SIDING I NEW OVERHEAD METAL ELECTRIC GARAGE DOOR NEW DOOR iXtSTI!Ma000R 'd b PROJECTNAW _ .tt•d fP°��_� cl - ..hell FIND r EAST ELEVATION O i 2 SCALE:v r er=4• Z ry EXISTING METAL ROOF uj 0w _ Lord T.01Y p PROJECT ADDRESS: v OREGON ROAD CUTCHOGUE,NEWYORK -7 EXISTNG METAL SIDING ED AI�C �6�\aE JE/W tirTFc, NEW WINDOWSO •n r.� r OF� l _ LdLL *I FIRST FLOOR -ere G.nace DRAWNBY: Aud w DATE:4/29=42:56.03PM SCALE.• 114'=1-0' EXISTING METAL DOOR -- — .. -- - - -- Leve1FN� DRAWMIGSHEETNAME: ELEVATIONS 1 SOUTH ELEVATION DRAWING SHEETNO. SCALE:IN'z V-T A-301.00 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD EmsnNc METAL ceLt4G - 3UTCHOGUE5 NY 11935 Vra ROOF ,./2V- f I i I I I I CONSULTANTS: NGENGE 7NEER: EXISTING ROOF j COMPANY WITH NEW INSULATION STREET NEWYORK NY00000 NEW WOOD FINISH CEILING OWNER: EXISTING EXTERIOR II END TRUSS OREGON ROAD ESTATEYINEYARD LLC WALL 13050OREGON RD bA= P.0 BOX 523 CUTCHOGUE,NY 11M Level T.O.W 115 REVISIONS: �J PERMITSET 1.15.24 Level CLG _ — — — — — — — 1D—D,— NEW CEILING 5 ARS PRIVATE TASTING ROOM HALL STORAGE b �J NEW GLASS STOREFRONT PROJECTNAME. SYSTEM , PALLETS NEW WINE RACKS llnel FIRST FLOOR - — - - EXISTING CONCRETE FOUNDATION 1 l 1 oz � z Section 2 z 2 SCALE:114'=T-0' O w - - - - - - - - - - - —- - —- -FEE 0 2 2026 L1J Q _ EXISTING ROOF W NEW INSULATION S O U T 1 7 O L U TOM u U) 1' I(/� EXISTING TRUSSES PLANNING BOARD 4'" o LU NEW GLASS STOREFRONT SYSTEM \ 1" PRDJECTADDRESS: OREGON ROAD ir•1• CUTCHOGUI;NEW YORK tERED Alt Cy JEAN /lFC SERVICEAREA �[ T EXISTING EXTERIOR WALL io ire TASTINGAREA 1 NEW BARN DOORS OF NEN TOPRNATETASTINGROOM E0 I Di WN BY.• Aulho, I DATE:4W024 2:560B PM - — _ - SCALE: 114'mV DRAWING SHEETNAME b EXISTING CONCRETE FOUNDATION SECTION a 2 DRAWING SHEETNO: .00 Simon, A-350.00 1 SralE tra•.r� McHi crs• SAMUELS+ _ STEELMAN �Q.�nnrj�G aDME, FEB02 ��fi 25235MAINROAD W CUTCHOGUE NY 11935 631-7"05 gjurt;ot D TOWN PLANN-'KG BOARD i CONSULTANTS: ENGINEER: COMPANY STREET NEWYORK NY00000 DwNFR: OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD P.0 BOX523 CUTCHOGUE,NY 11935 REVISIONS: PERMIT SET 1.15.24 PROJECTNAME 0M 1..1.E Q 0w Z Z 0 LIJ V W W V) O e3rETAterw WPM O w �F eMETALsrw � O TNTH WX ATTEFAATION BL4&7 TMIM90l1f1AT1fFAAi1011 B,ANa:T Q 3W ETALBTW Ie IfirwALow O TYfNOa9woATrwTNNLwu O WMITUMATTENATHNEMEr `y S: �+ 36lIEKsrm O Ie 3LVWTALBTDO PROJECTADDRES OMTR1 BOIMlATTBUTOON I ANO:T riRHa MOAT RIAM MAID OREGON ROAD uo9L�Eof eU�B Mom fie t OF SA wDSMOFNAB �uAn�Eo:W CUTCHOGUE,NEW YORK ffAlANf ITAfE SFAI/MTATAFE ( t SEAW&TAF4 MCWATM-Eff/IAMT�TAiEwro= wNsm Imam em r^mm L 41mMomW N fTETiTTAfa(FAe frlRTWQFAM tipECARCfTEaTFud7CFAfraF z .C.wXAeF�9 OO.CWJLAsif31'D f4aIlINXA3FM M(MMAXAff�Da ` hhasmirMafmDieoc. aE&MATE0za0c FTAagrracQ r,„ MRfrwTeacWMArMATO ROADATnMTNN MILffuoir.C.SAM amm BOU,pAITT3 a" =WArWT= zmmfTou%rcaFw $Cr V EX>M �@t Do, six mh*v amm A CRONT"m mvcm cocrosm MTQ OFF V.U0,M BMO90VAM faNOATMETmm u3EOamrw L%a)utim* s os BdVOATMETATAS BOYI CKTA" Tq 4 QRD OA FIM TW FAM va TMM FMSaI f rm TFA X FAr:N OF HEM f0 aL MK AS>M'.•O t0 0 G WJC AS H[Q9 fP ac WC.A FTfAO VMMI KFAFM 3 MIOLFAM �NA1fT►T!!E DRAWNBY: Auftr ITAK z4focwzAsym raocwxAs�wo I I ��' 0- " smsm DATE 4129/10242:56.11PM BfAm(TAPE FAWIWE I mKr Fd�TOP BOMBe I I I IF sw xOP SCALE: 114'=V TWOT TO►OF MP ,or o TWOF DRAWING SHEETNAME- OOFTC m BOON comVE RDQt OO�j ROTA Rm WALL TYPES IA TFn T,� 2A 1 3A T�DCI�SE wA�L O ssATm wui_ 4A f`4 hN 9pm Ott I•N p Ott I.N tO� Oti I•N A� p I•N IM �� TRATM�WAU DRAWING SHEETNO:I•N /R.O OYI•Np 38 RATED 7T11' __---- x Atlmml tMdOCfLL tNpAlO�l WALLrMES A-600-00 SURVEY OF CERTIFIED TO: RESERVE AREA s9 ''• / COMMONWEALTH LAND TITLE INSURANCE COMPANY SITUATE • �/ �; f LIEB VINES, LLC �'•''` / / LIEB VINEYARDS, LLC C UT C H O GUE �...4 A � ibry TOWN OF SOUTHOLD 1 4:11 TOWN OF SOUTHOLD 0 s\ •. /'/ / �61H � 4 SUFFOLK COUNTY, NEW YORK �' �•. / / oo 628 S.C. TAX No. 1000-83-03-2.1 1�,�' �/ �• �/ F SCALE 1"=20' �`� 'f x• OCTOBER 1, 1999 0 ..•',, .. •,sf,�. ` NOVEMBER 17,1999 RECONFIGURED RESERVE PARCEL ' .,..• 1 ` 1 ' �• OCTOBER 21,2009 ADDED PROPOSED BUILDING :.\6 1 �O ' OCTOBER 30.2009 FINAL SURVEY ON METAL BUILDING ft s� •�r••;.y Sy. „ 1 MAY 16,2010 AS BUILT SURVEY \ &',6 '+ JULY 15,2011 UPDATE AND ADD TOPOGRAPHICAL SURVEY `�• /,{t„ c0 e� .�'" JUNE 25,2012 FINAL SURVEY APRIL 22,2024 UPDATE SURVEY �Q• \ TOTAL AREA=40,000 sq. ft. t�.41.zf .. = •S.pi a °''h 0.918 ac. ('�O /// ,,/ / / 4'►,c�,p,... �,. \ , °�o� NOTES: 1.THIS PROPERTY IS LOCATED IN O 4- 4• a1 f ; �S,f9 ZONING USE DISTRICT:A—C(AGRICULTURAL CONSERVATION) 0' •' ��✓ // /� L ~'- .1 '4"j a0 "r. 9fo 2. ELEVATIONS ARE REFERENCED TO N,A.V.D. 1988 DATUM _ •yh /� / �� ^� °a. :�f". moo¢ •:�'. -�, EXISTING ELEVATIONS ARE SHOWN THUS: .-•�!° ��` / ', ' •:' .� `�;� h EXISTING CONTOUR LINES ARE SHOWN THUS:xx————xx /� l•JE2.7Df�'"' \ ... •. 'oi G.FL- GARAGE FLOOR / ••c / i j !f•.- • •\ y.:(� .• S• 4, \ ¢ TC - TOP OF BULKHEAD / • A`y� �F BC - BOBULKHEADOM OF BULKHEAD x .-•:F..'.' � 2'4 , ••••••- Tw - TOP OF WALL 01 / � / � �� `� �.. Q f.' '♦y. • •- , � Bw - BOTTOM OF WALL FQ lip ♦ • • Vito.- •. :� •� FEB 0 2 202E SCull,40LD TOWN J p,, �-' a� , �., •s X17-2 / .: :\ PLANNING BOARD ell v AW Ir .... 1 j� art G�il^ Ste. • ' •' , `4 UNAUTHORIZED ALTERADON OR ADDITION �B TO THIS SURVEY IS A VIOLATION OF O°J^ c •�• •'..'• S!••.• ;, •: SECTION 7209 OF THE NEW YORK STATE O O I \ �! �• �\-y •� • � y S' EDUCATION LAW. `y• '°;•.•, COPIES OF THIS SURVEY MAP NOT BEARING 6/ 67 1�4• I `!'� C •\" •• r .a •.•• THE LAND SURVEYOR'S INKED SEAL OR `I• ��.��„� J TO BE A •� , .9 SEAL SHALL NOT BE CONSIDERED • 64.0 Q�`�63-�� 1+•- ••).TO BE A VALID TRUE COPY. ,,,�+V, � � \\\ .•.•' w. .4 .• \s1 CEATIFICATIDNS INDICATED HEREON SHALL RUN ' '!t �p ,�• .Q' ONLY TO THE PERSON FOR WHOM THE SURVEY �i` ,- 'Cr 1f,. .,�,•.•-1 •0' P IS PREPARED,ANO ON Kay BDMIf TO THE T ' TTTLE COMPANY.GVV�fRNMCVTAL AGENCY AND LENN004 RN$RTUTION L"=HEWON.AND ( •C`•j..• �% � `-- - •.S TO THE ASSIGNEES OF THE LENDING INSn- ! q�_ 4 S . `� y.• '. TUTION CERTIFICATIONS ARE NOT TRANSFERABLE �? •Cg�,t�yY ' THE EXISTENCE OF RIGHT OF WAYS s •S '� ?�°AO AND/OR EASEMENTS OF RECORD,IF ANY,NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corwin III PREPARED IN ACCORDANCE Y MINIMUM : \ STANDARDS FOR TIRE SURVEYS S AS AND ADOPTED _1 �9 FOR UCHI USE BY THE�wYYOORK ST��M�ID b 7 O Land Surveyor TTTI-EfffT ASSOCIATION. 6,Q ►�- o Successor To:Stanley J.Isaksen,Jr.LS. Joseph A-Ingegno LS. �'9 •• Tile Surveys-Subdivisions-Site Plons-Cons&uction Layout 3�• / S PHONE(631)727-2090 Fax(631)727-1727 OMCES LOCATED AT MAILING ADDRESS 1586 Main Rood P.O.Box 16 h Jamespart,New York 11947 Jameeport,New York 11947 rn E-Mail:NCorwin3®aol.com N.Y.S.Lk.No.50467 OFFICE LOCATION: � MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov ,µ PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 2, 2026 Ms. Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Set Hearing and SEAR Classification Oregon Road Estate Vineyard Site Plan 13050 Oregon Road, Cutchogue SCTM#1000-83.-3-2.1 & 2.2 Dear Ms. Moore: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday,'June 1, 2026: WHEREAS, this amended site plan is for proposed alterations to an existing 5,569 sq. ft. building and site, with no change in footprint, for office, storage and wine-tasting; including: the addition of a new sanitary system, expansion of existing parking area with the addition of four (4) parking stalls, exterior renovations, interior alterations to floor plan (no basement), located within a 0.92 acre building envelope (SCTM#1000-83.-3- 2.1) attached to ±12.7 acres of farmland (SCTM#1000-83.-3-2.2) with Development Rights held by Southold Town in the AC Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act (SEQRA), has determined the proposed as a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, July 13, 2026 at 5:02 p.m. for a Public Hearing on the site plan entitled "Oregon Road Estate Oregon Road Estate VJnLeypjrd Page 2 June 2. 2026 Vineyard", prepared by Katherine Jean Samuels, Registered Architect, dated May 5, 2026. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Postin _acket, @long g/Mailing, included in the p - with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on FridaV_, Jul 101 2026. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, H- '. James H. Rich III Chairman Encls. 4sw.,� ::Opp PBS Ft{-� BGJMC rJ 1� Submission Without a Cover Letter nC�C�! MAY -1 J') ?0 w) SOU-i FIJLD TOL'!?J Name: SOn Mcs5i t10� Project Title: Or%tjor) K�d �5� Vin� ��e SCTM#: 1000 - S 3. — 3 -- 2 Date: s 'j 3 + Z P lD Details of Submission: t4- - QW►Itrs au4-kor-z�,�-row PIP�`��`� �-f'�tnS�G��aVe£ ( d iSGlor�t-,� APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK S H E L BY H EA R N, MEMBER being duly sworn,deposes and says that he resides at 12)0��a�r� (1 the U U State of New York,and that he is the owner of property located at >SCTM#1000-83.-3-2.1 or that he is the MEMBER of the OREGON ROAD ESTATES VINEYARD LLC (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property,which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel,including all rights-of-way,has been clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted,as approved,will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. S I cylied OW11 Sit'lled SHELBY HEARN, MEMBER (Partner or Corporate Officer and Title) Sworn to me this day of Por-1' � Not rrv-Public MADISON MSDU ljoMy pUBLIC,ST=OF NEW YORK Re&t-zhonNo-01MM2M5 Qlwilfied in Suffolk C=ly COMEnj iouExpira Much L71w—+] PLANNING BOARD AUTHORIZATION I, Shelb yearn,Member of ore(yop Road ad Estates Vingard LL ,hereby authorize.Patric'la C. Mood Esg. to act as my agent on the property of S CTM#10 0 0-8 3.-3 R 2.1 in Cutchoguem,New York acid handle all necessary work involved in the subdivision/site plan process with ie Southold Planning Board. Signature: ;f Sworn before me this day of . 2026 N tainr Stamp Ft "IsoN MUSINA PUBLIC,S'�A"CE OF NEW YORK osmtion No.OIMEON2965 i i fed in Sroik I"' MMiMion EXPiM MWr U 17. 9-n Southold Planningaepartment Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: SHELBY HEARN,MEMBER OREGON ROAD ESATES VINEYARD LLG Last,First,middle initial unless you are applying in the name of someone else or other entity,such as a company. 1,f so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No X If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day ofh 20 Gjkj Signature_ Print lure s ZLBYEARN,MEMBER Disclosure Form OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex y P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 10, 2026 Ms. Patricia Moore 51020 Main Road Southold, NY 11971 Re: Amended Site Plan for Oregon Road Estate Vineyard Building 13050 Oregon Road, ±250' n/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83.-3-2.1 & 2.2 Dear Ms. Moore: I am writing as a follow-up to the Work Session held on April 6, 2026 where the Planning Board determined the above-referenced Amended Site Plan application as incomplete for review and required the following items be submitted: 1. Provide a completed Agent Authorization form. 2. Provide at least four additional (4) prints of the amended site plan packet that includes the stamp, seal and signature of the NYS licensed professional preparing the plan. 3. Building Footprint and Floor Plan Consistency o Please provide a detailed, area-by-area breakdown of the proposed floor plan, demonstrating that all work conforms to the existing building footprint of 115 feet by 48 feet, with no proposed expansion. o Currently, there are inconsistencies among the submitted plans: The survey of the reserve area, Site Plan (S-100.00), and Enlarged Site Plan (S-200.00) indicate a building footprint of 115.2 feet by 48.3 feet. r In contrast, the Demolition Plan (D-100.00), Construction Plan (A- 100.00), and Roof Plan (A-102.00) show a footprint of 105 feet by 48 feet. These discrepancies must be addressed and clarified to ensure all plans consistently reflect the correct existing footprint that matches with the proposed interior alterations. 4. Provide a Photometric Plan pursuant to Chapter 172-8(B) of the Town Code for the fourteen (14) proposed exterior light fixtures. Applications for site plan approval shall include lighting plans certified by a licensed professional, luminaire and controls specifications and additional documentation, if any lighting is to be used, regardless of whether the lighting is preexisting or proposed, showing the following to verify that the lighting conforms to the provisions of this chapter: (1) Location of each current (to remain) and proposed outdoor lighting fixture indicated on a site plan. (2) Type and number of fixtures, including cutoff characteristics, indicating manufacturer and model number(s). (3) Lamp source type, lumen output, and wattage. (4) Mounting height indicated, with distance noted to nearest property line for each luminaire. (5) Types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated. (6) Shielding and all mounting details, including pole foundation description. (7) Total lumens for all fixtures and total square footage of areas to be illuminated. o The maximum total number of lumens permitted for this site is 9,200. (10,000 permitted per acre @ 0.92ac) (8) For plans that require three or more fixtures, the submission of a calculations summary indicated all footcandle levels on the lighting plan, noting the maximum, average and minimum as well as the uniformity ratio of maximum to minimum and average to minimum levels. o Footcandle levels shall not exceed 5.Ofc on site; nor, 0.05fc at the property lines (9) Lighting manufacturer specifications ("cut sheets") with photographs of the fixtures, indicating the cutoff characteristics of the luminaire. (10) For plans that require three or more fixtures, the submission of an isometric footcandle distribution diagram indicating the light levels for the fixtures at the designated mounting heights. Maximum illuminance levels should be expressed in footcandle measurements on a grid of the site showing footcandle readings in every ten-foot square. The grid shall include light contributions from all sources (i.e., pole-mounted lights, wall-mounted lights, and signs, including private streetlights). If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, �(1�^ C(wr�►n,�n4 Brian Cummings Senior Planner Southold Town Planning Board Work Session —April 6. 2026 - Page 3 [ Project Name-, Oregon Road Estate Winery SCTM#- 1000-83.-3-2.1 Location 13050 Oregon Road, Cutchogue Description- This amended site plan is for proposed alterations to an existing 5,569 sq. ft. building and site, with no change in footprint, for office, storage and wine-tasting; including: the addition of a new sanitary system, expansion of existing parking area with the addition of four (4) parking stalls, exterior renovations, interior alterations to floor plan (no basement), located within a 0.92 acre building envelope (SCTM#1000- 83.-3-2.1) attached to ±12.7 acres of farmland (SCTM#1000-83.-3-2.2) with Development Rights held by Southold Town in the AC Zoning District. -Status: -,.-New Application Action- I Review for Completeness Attachments, Staff Report Project Name: Sepenoski Standard SCTM#- 1000-31.-1-5.9 Subdivision Location: 7395 NYS Route 25, East Marion Description, This proposal is for a clustered four-lot subdivision of 7.92 acres, where Lot 1 is 1.5 acres, Lot 2 is 0.5 acres., Lot 3 is 5.4 acres inclusive of 4.75 acres of open space, and Lot 4 is 0.5 acres. on 7.92 acres in the R-80 Zoning. District. I Status- Pending_ Action: Review for Sketch Plat Determination ,-Attachments: Staff Report Discussion: ❖ Planning Board Draft Monthly Report; March 2026 ❖ ZBA Request for PB Comments * Pristine Projects, 205 &155 Sunnyside Road, Southold SCTM#1 000-61-1-4 & 5 HEARING: 5/7/26 * 615 Pike Street, 615 Pike Street, Mattituck SCTM#1000-140.-2-21 HEARING: 5/7/26 * Mattituck Plaza, 10095 Main Road, Mattituck SCTM#1000-142.-1-26 HEARING: 5/7/26 ❖ TB Request for PB Comments • A Local Law in Relation to a 12-month Extension of a Temporary Moratorium on the issuance of approvals and/or permits for Battery Energy Storage System Facilities (BESS) HEARING: 4/21/26 • A Local Law in Relation to an Amendment to Chapter 280, Zoning Accessory Apartments HEARING: 4/21/26 (LWRP & SEQRA) ❖ Code Committee Meeting: Wednesday, April 22, 2026, 11:15 a.m. Annex Lower-Level Meeting Room Agenda: Short-Term Rentals Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date April 6, 2026 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Estate Vineyard Applicant: Oregon Road Estate Vineyard LLC c/o Russell Hearn Tax Map Number: 83.-3-2.1 & 2.2 Project Location: 13050 Oregon Road Hamlet: Cutchogue Zoning District: A-C 11. Description of Project Type of Site Plan: Agricultural (Winery) Acreage of Project Site: ±0.92 acres Building size 5,569 sq. ft. This amended site plan is for proposed alterations to an existing 5,569 sq. ft. building and site, with no change in footprint, for office, storage and wine-tasting; including: the addition of a new sanitary system, expansion of existing parking area with the addition of four (4) parking stalls, exterior renovations, interior alterations to floor plan (no basement), located within a 0.92 acre building envelope (SCTM#1000-83.-3-2.1) attached to ±12.7 acres of farmland {SCTM#1000-83.-3-2.2) with Development Rights held by Southold Town in the AC Zoning District. III: Completeness Review A. Proposed construction: a. Interior alterations to existing floor plan (footprint unchanged): i. Storage: decreased from 3,193sf to 1,031sf ii. Office: decreased from 766sf to 454sf iii. Bathrooms: increased from two (2) bathrooms at 102sf, to one public bathroom with four (4) stalls at 195sf and one (1) private bathroom at 47sf iv. Tasting Room: increased from 1,457sf to 1,793sf with new service counters, prep area and retail entry to building 1 b. Exterior: i. Expansion of existing parking area 1. Reconfiguration of and replacement of existing curb cut and apron to Oregon Road. 2. Addition of four (4) parking stalls in the side yard shown proposed at 10' from (and facing) adjacent residential parcel. SCTM#83.-3-3.1 is in the R80 zoning district and is improved with an existing dwelling 39 parking stalls existing and 43 are proposed. The expansion of the parking area reaches to the easement boundary held by the Town of Southold for the vineyard. Calculations provided. i. Tasting area (retail use) = 10 is. Wine Storage = 2 iii. Office = 4 iv. Parking total required = 16 v. Parking total provided = 43 stalls + 2 ADA 3. Reconfiguration of existing gravel parking stalls. Parking stall #'s 37-43 are shown proposed directly up against the existing building. ii. Dumpster relocation to side yard (adjacent to residential) iii. Landscape "buffer" with shrubs iv. Fourteen (14) new exterior light fixtures (unknown if any existing light fixtures are to remain). No photometric details provided besides fixture types and proposed locations. v. Addition of a new I/A Sanitary System and abandon existing vi. New 4' high wooden front yard fence vii. New overhang at new entry to building viii. New glass exterior of building (no footprint expansion) c. Storm water management controls pursuant to Chapter 236 provided, 2 i. Calculations have been provided. Site Plan shows the utilization of existing drywells on site to accommodate the required capacity B. Stipulation of Settlement between the applicant and Southold Town Zoning Board of Appeals (ZBA) issued November 21, 2025. (enclosed) a. The stipulation is subject to and contingent upon approval or waiver of approval from the Southold Town Planning Board of the site plan and improvements V: Planning Board items to consider: 1) Find the above referenced amended site plan application as incomplete for review and require the applicant to provide the following items in order for the Planning Board to begin the site plan review process: a) Agent Authorization form; b) An additional four (4) prints of the proposed site plan packet c) Photometric Plan pursuant to Chapter 172 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Oregon Road Estate Vineyard Completed by: Brian Cummings Date: April 6, 20216 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. �l {2) The site plan review fee, as specified in Subsection B $50Q below. Editor's Note: See now § 280-138, Fee schedule for Amended SP site plan applications. {3) A completed environmental assessment form. N/A {4) Nine copies of the site plan. X 5 provided (5) Four copies of a property survey, certified by a licensed �l land surveyor. B. Standards. Site plan design shall include the following items: (1j Technical data: (a) The lot, block and section number of the property, taken �l from the latest tax records. (b) The name and address of the landowner on record: �l [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. {c) The name and address of the person, firm or �l organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or �l magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in �l feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 101000. (f) The locations, names and widths of all rights-of-way Waive within 500 feet of property lines. If none exist within 500 X feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all Waive adjoining lands within 500 feet, as shown on the latest X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or. adjoining the property. {i} A complete outline of other existing easements, deed �l Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. �l {k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on �l one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4J Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States �l Geological Survey datum. (b} Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, N/A beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New N/A York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical N/A features within 500 feet of the property boundaries. {3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the �l site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �l (c} The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and �l aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Waive including curbcuts, within 200 feet of the boundary of the X subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction,power level and time of use for any Location and proposed outdoor lighting or public address systems. X fixture type provided.No other photometric details included (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes-. Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness .90,04 p$ VU I i3G I MG UaD=KgFt�n�EO Submission Without a Covey Letter FEB 0 3 2026 SOU7HOLD TOWN -PLANNING"'BOARD Name: FCA-- ' Moo t/(L Project Title: a f`Pi9 a r1 Ra d e 1'�_L.Y`c� J Date: f�I Vtv Details of Submission: x 5,1604 PATRICIA C. MOORE Attorney at Law FEB 0 2 2Q26 51020 Main Road s SOUTHOLD TOWN Southold,New York 11971 PLANNING BOARD Tel: (631) 765-4330 Fax: (631) 765-4643 February 2, 2026 James H. Rich 111, Chairman and Southold Town Planning Board Town Hall Annex, 54375 Main Road, Southold, NY 11971 Oregon Road Estates Vineyard LLC Premises: 13050 Oregon Road, Cutchogue SCTM#1000-83-3-2.1 Dear Chairman and Board: As you know Oregon Road Estates Vineyard intends to make certain alterations and renovations to their existing winery. Enclosed please find the Court approved stipulation of settlement with the site plan and drawings of the proposed alterations and renovations of the existing winery building. The only updates to these plans (for the planning board) are the following: 1. Fence in the front yard as required in the stipulation of settlement 2. Lights on perimeter of building and on curb edge at entrance (dark skies compliant) 3. Dumpster's location at the rear of property 4. New 1A system with current system being abandoned We ask that the Planning Board, by resolution, waive site plan approval for the proposed interior alterations to the winery. The existing structure received site plan approval when it was converted from an agricultural storage building to a winery in 2011. The parking and drainage was updated and the stipulation states that the site plan requirements of the Town Code are met. The "waiver" can include, as an attachment, the stipulation of settlement and conditions set forth on page 6 of the stipulation and the enclosed site plan sheets (T-000.00, A-001-00, S- 100,5-200,D-100, A-1009 A-1029 A-3009 A-301, A-350, A-600 and existing conditions survey) The original "notice of disapproval" is herein attached for the proposed alterations to the existing winery. This project was started in April 2024. The Zoning Board denied the proposed improvements (Appeal #794 1) and the owner filed a lawsuit (Article 78 -Index #630496/2024). A stipulation of settlement was executed granting the proposed improvements. Attached stipulation of settlement Simultaneously with the ZBA appeal, the owner filed a complaint under Agriculture and Markets Law (AML Section 305-a). This complaint was withdrawn, without prejudice, with the settlement (see page 8, paragraph 4). The stipulation of settlement sets forth certain conditions. The site plan and drawings prepared by Katherine Jean Samuels dated Apri129, 2024, have been approved by the ZBA, further site plan review is unnecessary. (see page 7-8, paragraph 3). The site plan attached includes minor revisions to the site plan: I Fence in the front yard 2. Lights 3. Dumpster 4. New IA system with current system being abandoned. The stipulation also states that the "on-site parking presently on the subject premises meets the parking requirements of the Southold Town Code for the proposed reconfiguration and improvements shown on the site plan and drawings". (See page 7, paragraph 2) The building department and planning staff reviewed the parking and drainage prior to construction of the modified parking plan in 2023. Russell Hearn, the principal of Oregon Road Estates Vineyard LLC personally consulted with the building inspector and planner, and he was advised that the parking and drainage were not significant changes to the site, no building permit was required to improve the existing parking area of the building. The gravel was merely extended widiin the parking area with drainage) and Belgian block was used to retain the gravel and delineate the development rights reserve area property line. A natural stone wall, less than 4' in height (nonstructural), addresses the elevation difference between the vines (Development Rights "DR" land) and the parking area of the winery. The wall maintains the grade of the farmland and grape vines. An agricultural deer fence runs along the edge of the DR land to protect the vines and does not require a permit or site plan approval. The stipulation of settlement sets forth in detail the conditions of operation of the winery. The existing parking and drainage conform to the Town Code and the proposed renovations to the existing winery have been approved, by court ordered stipulation. The Planning Board review of the site plan is unnecessary and would merely cause further delays to an existing agricultural business. Moreover, further attempts to impose additional conditions which further restrict operations of this winery would cause unnecessary hardship and violate Agriculture & Markets Law 305-a. We respectfully request a resolution "waiving" Planning Board site plan review so that the owner can obtain a long-awaited building permit for the renovation of the existing winery. Very-truly; yours, Patricia C. Moore rFEB SUUTHOLD PLANNING BOARD 0 2 2026 SITE PLAN APPLICATION FORM UTHOLD TOy�N ,4Nl1kNG BOARQ Site Plan Name and Location Site Plan Name: nrll_ec*cfn QC�6 � ��1��'��PPlication Date: _L r Suffolk County Tag Map#1000- 8'3 Other SCTM#s {_a � � •ZaM�► Street Address Cry Hamlet: Cc� Distance to nearest intersection: o r\ Qyy 1A O !�' Type of Site Plan: New C Amended_Residential Zoning District ,�r I ac:5 s�}� �lar► [a�l 7�11 �C• 0 i y5��'c4� Owners/Agent contact Information Please list frame, rrrailir� address, and hone number far the people below: Property Owner n [7Gtc_1 tLSA�1`�C'� LLC, Street 1 '303 0 n 2,�aN Cj Cit Mv,e State LLI zipC* Home Telephone ��I�-�Q;�^7S3"L� Other Applicant 01CS Street City State Zip Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* ?-- ,5:0yCcto, C ITC)(Orc Street �5 (0 W &ACA,\1n �C7 City 5&IL+, Ll 00 State L\�Y Zip � ( � q Office Telephone �� 3�� Otherr,--x-,Yy)' �o *Unless otherwise requested, correspondence will be sent only to the contact person noted here. � Site Plan Application Form 2/18/2010 Site Data Pro Modification Existing Structure Agricultural on of Exisng ugrposed construction type: New M I f.10 ni Chan Property total acreage or square footage: 9 Z ac./sq. ge of use Site Plan build-out acreage or square footage-. ac./s q. CNO Is there an existing or proposed Sale of Development Rights on the property? Yes No X If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? NZ—N_. If"yes", explain(and attach any necessary documentation-title report, subdivision approval, etc.) Building Department Notice of Disapproval Date- L� / :0 / 2e 2-LI Is an application to the Southold Town Zoning B oard of App eals re quired? Yes No If es have ou submitted an application to the ZBA? Yes _X No P u Y--(;,vq y y yd 51, ut" If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: ara List all proposed property uses: _j Other accessory uses-. - K/A F'r 13, 5 6,6 Ci sx�-- Existing lot coverage: % Proposed lot coverage: I % Nc:) atavqc. Gross floor area of existing structure(s). sq. ft. Gross floor area of proposed structure(s)-.- Parkl*ng Space Data: of existing spaces: 3 #of proposed spaces: 9 3 Loadin.Ey Berth: Yes—No z No )a"' 6 (et\((S't-c Lmidscaping Details: Existing landscape coverage- Proposed and ',ape coverage- % Wetlands: Is this property within 500' of a wetland area? Yes No Maybe 1, the undersigned, certify that all the above information is true. Signature of Preparer* ,11 Date: 2 Site Plan Application Fonn 211812010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK -� -" -e rk-6e) being duly sworn, deposes and says itb he -rees at 0 rN 'r Cin the State of New York, and that he is the owner of property located at 4 , SCTM# r * or that he is the LLC � � F a Ycl L (C , of the � � ( mc-i� (Title) Sped whether Partnership or Corp.} I and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and,regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Szgneo � "be-'� • (Partner O Corporate Officer and Title) f ti Sworn to me this dayof , + BANK SETH G Notary Public-State of New York NO.01BA6427783 Qualified in Suffolk County My Commission Expires Jan 3,2030 Notary p u ,1 r Southold lann n a ar m nt Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: 1�,Vs n 6vv tei 004 8sin tlf�l Last First,middle initial unless you are applying in the name of someone else or other ent1tv.such as a company. If so, indicate the other person P s or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan. Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interestily means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A. the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day of 20 S i gn ature Print Name 15 4;C SETH G BANK NOtarY Public-State of New York 14(*4 NO.01GA6427783 Disclosure Fonn My Qualified in Suffolk County OrnMission Expires Jan 3.2030 7MY horn Town of Southold law RP CONSISTENCY ASSESSMENT FORM F E B 0 2 2 6 OL)THOLD TOWN A. INSTRUCTIONS pA4NNGBOARD 1 All app licants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law, This assessment is intended to supplement other inforination used by a -rown of Southold agency in making a determination of consistency. *Except minor exempt actions inchiding Building Pel7nifs and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. posed action will be evaluated as to its sicpilficant includes all o�fS�out�hold�T,�-,w betieficial and adverse effects.Li�on�the�coa�stal�are�a�whi�ch —n 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LVvTRP policy standards and conditions contained in the consistency review law. Thus, cgch :answer must be explained in detail., fistinp, both sunpot-tirip, and non- sutworting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LVMP is available in the following places.- online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 9 M PROJECT AMM C-) { ov\ The Application has been submitted to(check appropriate response): Town Board Planning Board Building Dept Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license., certification: Nature and extent of a ction: a Rc 4�OL� o v7 0 1!Q V C!17 WIS �!J 9,N JZm1!q-- "6 � ,A �- iq d e � � - -C Y l o�In {� T Location of action. � � `' Site acreage, V "CVY4 4 f Present land use: r. f Present zoning classification: C 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: S . , Name of a licant.(a) pp � • �,ti � Mailin address: _ .(b) g Area Cade o Rev�Ocv)m-.. (c) Telephone number: ( }r (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. XYes No Not Applicable --t 91 ,I ��O CkO KI 6,LkLbj rcn. - W�Y'\k� �i x , -'1 U 1 C Cyr='. K ga rAA a+ { Oci ( � k 0 1 � r - - Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria IA I Yes No Not Applicable ra ireL c n Ire ► l !�-Ix q C' �S�ve-ce Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III Policies Pages 16 through 21 for evaluation criteria Yes No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. F-1 Yes No f7 Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. Yes F-1No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Ll Yes No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. LAJYes No Not Applicable + 1 { � r-)Oo rn M� C-16W fC�( ([�JV a;�, no M QAA1 Attach additional sl%e ,•if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes No Not Applicable PREPARED BY TITLE DATE Amended on 811105 J.; &A.AAZA A.0 &mow a;L;q%.0 W Ll-L J. %..,,AJJ1;&L%L% Z Z f -JL L-.0 L.W NYSCEF DOC. NO. 32 RECEIVED NYSCEF: 11/21/20 5 SUPREME COURT STATE OF NEW YORK COUNTY OF SUFFOLK In the Matter of ORE GON ROAD ESTATES VINEYARD LLCI Petitioner, STIPULATION OF -against- SETTLEMENT SOUTHOLD TOWN ZONING BOARD OF APPEALS, Index# 630496 2024 Respondent. X WBERRAS, the Petitioner Oregon Road Estates Vineyard LLC is the owner of real property located at 13050 Oregon Road, Cutchoguet New York consisting of 13.64 acres located in the Town of Southold's"Agricultural Conservation" CAC) zoning district of which 12.72 acres are the Bubject of a conservation easement from which the development rights have been removed, and .92 acres which have been reserved for development("Reserved Area"); and WHEREAS, wineries are a permitted use in the AC zoning district provided that(a) the,winery shall be a place or premises on which wine made from primarily Long Island grapes i s produced and sold; (b)the winery shall be on a parcel on which at least 10 acres are devoted to vineyard or other agricultural purposes, and which is owned by the winery owner; (c) the winery structures shall be set back a m1mmum of 100 feet from a major road; and Cd) the winery shall obtain site plan approval. 1 of Q A; a16 JmA AmA AmO &ap W 4L;&; %.or%,01&1 A. L %,or Aml&�l J61"'L -J6 mLh 4Lm=6/ A�%W dt�m-0 m&*V a W W 4r'AWAJ NYSCEF DOC. NO. 32 RECEIVED NYSCEF: 11/21/20 WHF,RFAS) in 2011 the former owner of Petitioner's property sought a buil permit and approvals.from the Town of Southold to convert an existing agricultural building to a.winery tasting room located on the Reserved Area; and WHEREAS, the Southold Town Building Department isBued a Notice of winery on the grounds that the winery structure with Disapproval for the proposed regon Road did not meet the 100-foQt setback a 60-foot front yard setback from O from a major road; and WIM4 REAS) the former owner made application to the Respondent Southold Town Zoning Boar of Appeals ("Zoning Boardl for a front yard variance which was the subject of Zoning Board Appeal#6469 ; and on the application, the former owner's WHEREAS, at the pubLic hearing re Road was a "major roLid" as the term is counsel raised the question whether 0 not defined in the, Southold Town Code; and WHEP,EAS, the Zoning Board advised that such question would require a separate public hearing, and an additional application; and WHEREAS, the"major road!' question was not resolved, and was not determined by the Zoning Board in A ppeal#6469,but was preserved by the former owner as an open issue, and wHE,RE AS, the Zoning Board granted a front yard variance in Appeal 46469 application for the winery on the Reserved Area, subject to the following A IL conditions: (1} That no further e xp ansion of the tasting room as applied for herein is allowed without furtber review by this Board (2) No parking of vehicles on Oregon NYSCEF DOC. NO. 32 RECEIVED NYSCEF: 11/21/2025 Road; (3) The Bonded storage area may not be, used in any way to support events torage of wine and(4)All outdoor music shall held in the tasting room except as 8 end by 9:00 PM. This condition shall not supersede any further town laws pertaining to noise; and wHEF,EAS, the Petitioner purchased the subject property in 2024 with the desire to reconfigure the interior of the existing winery structure including the tasting room areas, the public restroom storages and office epace6l and to make improvements and renovations to the existing winery structure; and WHE RE AS, the Southold Building Department issued a Notice of Disapproval forte proposed reconfiguration on the grounds that Appeal#6469 required Zoning Board approval of an y increase in the size of the tasting room; and WHEREAS; the Petitioner filed,Zoning Board Appeal#7941 seeking modiEcation and relief from the conditions contained in Appeal#6469 which raised again the "major road" issue of whether the Petitioner's winery was located on a "major road"*$ and WHEREAS, a public hearing was held in Appeal#7941 on September 6, 2024t- and WHEREAS, during the review of the Town records associated with the subject property, questions arose with respect to apparent differences between the configuration and improvements to the interior of the winery structure shown on drawings which were the subject to Appeal#64-69, the Southold Town Planning Board site plan approved for the subject premises in October 2012, the Certificate of 3 -F a ic &.Airl,L.J . %JV&X1k4aAJ4N NYSCEF DOC. No. 32 RECEIVED NYSCEF: 11/21/20 5 Ji Occupancy issued by the Southold Town Building Department dated August 30, 2012, and plans and drawing submitted to the Building Department bearing datesc of 20 13; and WHEREAS, after the public hear was closed, the Zoning Board issued its written decision in Appeal#7941') and WHEREAS, the Zoning Board did not aadress the"major road" issue presented by the Petitioner, but proceeded to review the proposed plans for the reconfiguration of the interior space of the winery; and WHEREAS, the Zo=* g Board decided to grant approval of the as-built" tastm` g room reflected on the prio r owner's plans and current configuration which uilding Department February 13, 2013 by Nancy Dwyer had been submitted to the B and stamped by James Deerkowski, P.E., and it further decided to deny the Petitioner's requested reconfiguration as shown on plans prepared by Katherine Jean Samuels dated April 29, 2024; and WHEREAS, the Zoning Board set forth conditions in Appeal#7941 stating' A. No further expansion of the current number of legally permitted tasting room, per approval of the Fire Marshall, occupants in the as built is permitted. B. No further expansion or any other alterations to the tasting room, storage, or other changes without further review of the Zoning Board of Appeals, C. The applicant must cleny guests access to inside seating once the occupancy is full. 4 4 of q .L: J."JZA imp 9 &,p%J A;A;%of.LA JLA. %.o W%6j NYSCEF DOC. NO. 32 RECEIVED NYSCEF: 11/21/20 5 D. Outdoor seating 'is permitted only on the 4(a8 built" seasonal covered patioj. in the front Yard and access must be denied to guests wishing to sit outdoors when that seating CaPa,,CitY is full- No Outdoor seating of any kind ispermitted in any area on the subject property other than the as built patio in the front yard. the "as built" seasonal covered patio in the F. No enlargement or enclosure of front yard is permitted, from the Planning Board per G. The applicant must obtain site plan approval condition 5 of the Planning Board's decision dated 10/18/20119 H. No busses or limos are permitted on the property- All parking must be on sitein the designed parking lot. No parking is pernaitted on any other area of the subject property and no parking is permitted on Oregon Road, end by 9:00 PM. No amplified music is permitted J. All outdoor music must on the property; and. WHERE AS, the Petitioner has filed an Article 78 proceeding with the Supreme Court challenging the Zoning Boar d'8 action in Appeal#7941 seeking the reversal and annulment of the conditions imposed and a determination that the Zoning Board did not have jurisdiction over the subject winery property and that no front yard variance was necessary; and WHE REAS, the Zoning Board has filed an Answer and the administrative return of the proceedings before it; and 5 &; ML AJA.:-PA-Mo "41.0 X L:W"L% %.r W orm JL I Af.%J&a%J 1%of e %0 V NYSCEF DOC. No. 32 RECEIVED NYSCEF: 11/21/20,25 WHERE,AS, Petitioner{)re on Road Estates Vineyard LLC is represented by ]Esq.p 51020 Main Road, Southold, NY 11971; and Wiffiam D- Moore) WHU,REAS Respondent Southold Town Zoning Board of Appeals is llman, Barrett, LLC, 22150 Joshua Path, $uite 300 represented by Devitt, Spe Hauppauge, NY 11788; and WHIC1REA AS, Petitioner and Respondent desire to resolve their disputes and discontinue this action under the terms set forth herein; now, therefore, IT IS STIPULATED AND AGREED) by and between the undersigned: ision in A Pp #7941 18 hereby amended as follows The parties agree the-dec : G&ANT the existing as builL changes to the tasting rooms as ast Shown on the contained 'in the architectural plans by Father Jean Samuels demolition plan cont 1 D12' A100; •-102; A- dated April T0;29, 2024 and dated and labeled - A-1) S-1; S-2; - - 300; 30L 3501" 600. And GRANT the variance as applied for, on Architectural plans by Katherine Jean Samuels dated April 29, 2024 and dated and labeled T-067 A-1; S-1; S-2; D-1; A-100; - I I + 1I I�LLS I last rc Vise d April 00;30 1' 350; 600;andsurvey Nathan Taft Corwin, 102;A-3 2% 2024. Subject to the fouowing conditions: A. Occupancy shall be dotermined by the Fire Marshall based on the plans of Katherine Jean Samuels dated April 29, 2024. B, No further expfinsion or any other alterations to the tasting rooms, storage or other changes without further review of the Zoning Board of Appeals. C. The applicant must deny guests access to inside seating once the occupancy is full. ,a the front yard within the D. Outdoor seasonal seating is permitted onJy I confines of the code compliant fence (see I K below) and access must be denied to gue8ta wiehing to sit outdoors when that seating capacity is full. 6 L: L.0 MA A-00 & %J V 1:M%.J JLJ tt %_0%J%J W4 L JL %..,AJE.11 Zl." NYSCEF DOC. NO. 32 RECEIVED NYSCEF: 11X21/204-5 E. No outdoor Floating of any kind-io permitted in any area on the sLibiect 1 the confines of the code pxope.rty other thaa.in the lfront yard wit comphant.fence 'see 11 K below). F. No enlargement or enclosure of the "as built" seasonal patio in the front yard is pernaitted w ithout prior approval of the Zoning Board G. Tile applicant must obtai-n site,plan approval from the Planning Board per ndition 5 of the Planning Boards decision dated 10/18/2011. H. No busses or limos are permitted on the property. Y. MI parkin g must be on-sitEe in the designed parldne, lot. No parking is permitted on any other ores. of the subject premises. t stated they are J. A]I outdoor music must end by 9 PM w , as oner/applican' st closed for business at that latest time. No amplified music is permitted on the property. K. The owner will instaR a code compliant fence in the front yard to limit and direct pedestrian access to the subject property. 1. l ,-he pa-rtieo hereby agree that the site plan and drawings prepared by Katherine Jean Samuels dated April 29, 2024, are hereby approved reflecting the proposed ta reconfiguration of the interior space, occupancy, and improvements, and renovations to the existing structure 2. The on-site parkm* g presently on the subject p ire misC8 meets the parlcingr nts of the Southold Town Code for the proposed reconfiguration and requireme i mp rovements shown on the site plan and drawings p rep arecl by Katherine Joan Samuels dated April 29, 2024. I-igent upon approval oi-waiver of approval This Stipulation is subject to and contingent from the Southold Town Plan-aing Board of the site plan and improvements 7 '7 f q .C .L4.jjr.1L-j6 L.L-/ e.&/ ALV4..j LV . VV NYSCEF DOC. NO. 32 RECEIVED NYSCEF: 11/21/2025 repared by Katherine Jean Samuels dated shown on the site plan and drawings p April 29, 2024, 4. The ownerlapplicant shall withdraw without prejudice his request to New York State Department of Agriculture and Markets for re lief under AML§305-a*e jilriediction to enforce and to resolve any disputes under this 6. The, Court retains stipulation. its own attomeYs' fees, costs and6. Each party shall be resp onsible for disbursements* 7. This stipulation represents the full and complete understanding of the parties. 8. This stipulation may not be modified, except in a writing subscribed by all parties 9. ThiB stipulation may be ex ecuted in counterparts and electronic or facsimile signatures ahall be deemed original signatures for all purposes. 10.This stipulation may be submitted to the Court to be "so ordered" by either party without notice to the other. 11.No failure on the part of any party at any time to require the performance by any other party of any of the provisions of this Stipulation shall in any way affect the p artie s'ri ght to enforce each of such provisions, nor shall any waiver by any parties of any breaeb of any provision hereof be taken or.held to be a waiver of any other breach hereof* 8 R -F C) L: J6"L:A JmO .6 &J1 W L:A;W 4J L% %-p%AO 4-0 IV 4L-L AJ J.;J JL%4%. .-JL JL/ mG. L I dr—V 4-,J -L V V NYSCEF DOC. No. 32 RECEIVED NYSCEF: 11/21/202.5 12.This S tipuiatiouL ski all be construecl under axed governed by the laws of the State of New York, notwithStanding MY choice Of law provision or principle to the coutr9jry. Any&pute axising from Stipulation shaR be resolved exclusively i,n the state and federal courts having jurisdiction over Suffolk Co unt yp New York 1$.Each of the parties hereto has been represented by c D=sel of its choice. 14.Each of the partiesac l�nowled ges"d agrees that it bas read Stipulation a,nd understands the terms, provIsions, conffitions, and raMi&atiOnS tbere0f. 16.If any provu'n'on of this Stipulation or a portion thereof, shall be held invalid, remaining portion of such provimon or the such invandity slaO not affect the other provisions hereof. -611.41 16.The covenants,conmuons and agreements contained in this Stipulation shall d Defendant and their respective bind and inure to the benefits of Plaint=`an trustees,legal representatives, successors, and assigns. Dated! 0 • Oregon Road Estates Wneyard LLC Southold Town ZoningBoard of Appeals ]By: By' ��- efjtr-e'ppejn, Zsqo Rug'�eU Hearn DEVITT SPELLMAN 3ARRETT9 LLP Special Counsel SO ORDERED: November 21, 2025 G Stephen Rackelin- J.S,C 7( 00* 9 Q of C) CEF DOC. N0. 7 ~ `RECEIVED NYSCEF: 12 9/2024 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHoLD N.Y. Receiv , ed NOnCE OF DLS"PROVAL mAY 2 3 2024 DATE: Mar j4NWd of Appeals REVISED! April 29,2024 TO: Oregon Road ate LLC C/O Jeffrey Mass Esq 670 white Plains Rd Ste 121 Scarsdale,NY 10583 notice that our application dated January 17,2024: Please take no y For ' errnit to: coo t ct alterative to an �i tina buildi`iz.'for office and wain tact p at: P Location of 13050 on d.QWtchope..,NY property: Co Tax Map No. 1000 Section 83 Block 3 Lot 2 11 and disapproved on the foUowio grounds: Is returned herewith pp g . Pursuant to A ` le Ill.,Section 2 0-1 �4- . -dl.aodd.the.Plamin�-Board-decision dated 10/1 /2 11 condition 5,tfie new.site Dian r2gwres Pr fi a hoard_ r �►al. ' Additionally.a.d6isaon•roval.is.re u red-as� r a�d :B' oi�d .f � is.de- i i..o fi e-- d for.,f-the. ast�r �ooas sts tat�cn i#. n#a. herein is allowed without futfficr.review bv:tie Board. The nro.eosed It ratiohL includes an ex. vansion.of the gApg room. You may now apply to this agency directly. Y + 11+ + •s •.. ' i U J' IR ` • An change or deviation to the above referenced application, Dote to App�tcant. . y g . may uire further review by the 5oathold Town Building Department. CC: file,PI g Board, { CC: Me,ZBA FF-I-L-ED : FL COUNTY CLERK01/29/2025 * 0 INDEX NO. 6 3 0 4 9 6/2 0 2 4 NYSCEF DOC. NO. 17 RECEIVED NYSCEF: 01/29/2025 ' at � Town of Southold Annex 8130/2012 P.O.Box 1179 54375 Main Road k Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36924 Date: 8/30/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 13050 Oregon lid, Cutelio g e. _ — SCTM#: 473889 Sec/Block/Lot: 83.-3-2.1 Subdivision: Filed Map No. Lot No. .- c©nforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/4/2011 pursuant to which Building Permit No. 37011 dated 2/24/2012 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: Aerations to emoting buddingy,tbr office and wing��tin s applied for 1 A# 4 9 dated�6/1 /11.See conditions i through 4_pg Zoning Emd of Appeals. The certificate is issued to Lieb dines LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C 10-10-0008 8/9/12 ELECTRICAL CERTIFICATE NO. 37011 8/2/12 PLUMBERS CERTIFICATION DATED 8/7/12 Michael Mgozzl[io Autho ed Signature SHLD000217 [FILED -. SUFFOLK COUNTY CLERK 01 202.E 4 : 0 INDEX NO. 630496/2024 NYSCEF DOC. NC. 17 RECEIVED NYSCEF: 01/29/2025 MAILING ADDRIESS w PLANNING BOARD MEMBERS P.O.Box 1179 MARTIN H.SIDOR � Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNBTH L.EDWARDS ,' 54375 State Route 25 JAMES H.RICH III (cor.Main Rd.&Youngs Ave.) DONALD J_WILCENSIU COU01 Southold,NY Telephone:631 765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD - October 18, 2011 Mr. William Kelly NOV 22355 Cox Lane, Unit#4 Cutcho9 ue NY 11935 Re: Approval: Proposed Site Plan for Lieb Vines, LLC Located at 13050 Oregon Road, 222' +/-east of Cox Lane, Cutchogue SCTM#1000-83-3-2.2 zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 17, 2011: WHEREAS, this site plan is for the proposed conversion of an existing 5,569 s.f. agricultural storage building to a wine-tasting room and dry storage building, and includes a 12,122.86 s.f. bluestone parking lot and a 1,440 s.f. brick patio; and WHEREAS, the applicant submitted an application for site plan review on April 15, 2011; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental Quality Review(SEQR)(6 NYCRR, Part 617.5 (c)(7) has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7)"construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use Variance and consistent with local land use controls..." Due to the minimal addition of the 1,440 s.f. patio, the site its not subject to review under SEQRA; and WHEREAS, on May 17, 2011, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 9, 2011, the Southold Town Architectural Review Committee reviewed and determined that the proposed building was acceptable; and SHLD000235 [FILED -. SUFFOLK COUNTY CLERK 01/29/2025 04 : 30 P9 INDEX NO. 630496/2024 NYSCEF DOC. NO. 17 RECEIVED NYSCEF9- 01/29/2025 Lieb Vi.rt LLC es Pao Two October l 8,�201 1 , WHEREAS, on June 23, 20111 the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on June 27, 20111 the Southold Town Engineer reviewed the above- referenced application and has determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 7, 2011, the Suffolk County Planning Commission reviewed the above-referenced application and considered the site plan to be a matter for local determination with no significant county-wide or inter-community impact; and WHEREAS, on July 19, 2011, the Cutchogue Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on September 16, 2011,the Suffolk County Department of Health Services approved the above-referenced site plan dated July 22, 2011. It should be noted that the map stamped by the SCDHS contains minor differences from the site plan to be approved by the Southold Town Planning Board, therefore, any and all future reference to the approved site plan should be made to the map dated August 12, 2011 and containing the approval stamp of the Southold Town Planning Board; and WHEREAS, on October 14,. 2011,, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District; and WHEREAS, all applicable requirements of the Site Plan Regulations Article XXIV, §280 —Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "Lleb Vines, LLC", prepared by Jeffrey T. Butler on May 20, 2011 and last revised on August 12, 2011, and authorizes the Chairman to endorse the site plan. Please also note the following requirements in the Southold Town Code relating to site plans: 1 Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. SHLD000236 INDEX NO. 630496/2024 (FILED : SUFFOLK COUNTY CLERK 01/29Z2025 04 : 30 NYSCEF DOC. NO. 17 RECEIVED NYSCEF: 01/29/2025 L Ueb Vines, LL Page Three October 18.0 2011 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the approved site plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sidor Chairman Enc. cc: Building Dept.w/map Town Engineer w/map S HLD 0002 3 7 Pr OFFICE LOCATION: MAILING ADDRESS Town Hall Annex P.O. Box 1179 54375 State Route 25 i Southold NY 11971 (cor. Main Rd.&Youngs Ave.) W Telephone: 631-765-1938 Southold,NY ip www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: February 2, 2026 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. A licant/Project Name & Type Tax Ma # Amount Check Date/No. PP J YP p Oregon Road Estates Vineyard Site 2/2/2026 - 83.-3-2.1 $500.00 Plan #11403 Pat Moore CEW Att. Presubmission Materials BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson " 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora O�fi" :e�l..e Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. i 54375 Main Road(at Youngs Avenue) Nicholas Planamento � Southold, NY 11971 littp://southoldtownny.gov ZONING BOARD OF APPEALS S b ' TOWN OF SOUTHOLD PQ I H L. //`1 1 1 133C.1 M C Tel. (631) 765-1809 RECEIVED April 10, 2024 G.w._.._.M __._.. APR 2 Patricia Moore Attorney at Law htai l T 0 v i Plam�n0 Bo 51020 Main Road w ra .W . .. Southold, NY 11971 Re: Lieb Vines, LLC/Oregon Road Estates, LLC, File #6469 13050 Oregon Road, Cutchogue SCTM No. 1000-83-3-2.1 Dear Mrs. Moore; We are in receipt of your correspondence, dated March 12, 2024, informing our Board of changes your client wishes to make to the interior of the existing space of the above subject vineyard tasting room/office/storage building. The original June 15, 2011 decision granted your client permission to convert a portion of the existing storage building to a public tasting room, private tasting room, public restrooms, and new office space, totaling 2,020 sq. ft. in size within the 5,549 sq. ft. storage building located less than the code required 100 feet setback from a major road. Based upon concerns of the Southold Town Planning Board relating to mitigation of any adverse impacts to traffic, parking and noise, this Board conditioned the subject relief by restricting any additional expansion of the tasting room. Upon review and discussion of your submission during the Zoning Board of Appeals April 4, 2024 Regular Meeting, the Board unanimously agreed that since you are requestin- this Board to remove a condition of their approval, that your request is not de minimis in nature. Please do not hesitate to contact our office with any questions or concerns. S.in er ly, Leslie Kanes Weisman Chairperson cc: Michael Verity, Building Department -�'I0NNI�')✓ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 7, 2024 -Su b� T WLJM TO: Oregon Road Estate LLC RECEIVED C/O Jeffrey Hass Esq 670 White Plains Rd Ste 121 MAR 077 Z024 Scarsdale,NY 10583 ......56-RFo awri Planning Board Please take notice that your application dated January 17, 2024: For permit to: construct alterations to an existing_build Ifice and wine tastilig at: Location of property: 13050 Ore on Roadhogqe.NY County Tax Map No. 1000—Section 83 Block 3 Lot 2.1 Is returned herewith and disapproved on the following grounds: Pursuant to Article LjlS.e�ctioR) -t10-13 (4-d and the I'llannin', Board decision dated 10/18/2011 con ditLion-5,,-the new sW�_plan re wires l')1anpt9Z_Roard.,Approval. You may now apply to this agency directly. Agiorized Signattiro Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board TOWN'OF SOUTHOLD—BUILDING DEPARTMFNT Town Hall Annex 54375 Main Road P. O. Box 1179 Soutliold,NY 11971-0959 h 765 1,x Date Received APPLICATION FOR BUILDING P For Office Use Only �J PERMIT NO. Building Applications and forms must be filled out in their entirety.Incomplete applications will not be accented. Where the A plileantisnottheowneran Ownei'ts Authurizafion foe irl(Page 2)shaill be cornpleted. Date: OWNER(S)OF PROPERTY: #10 Name:OREGON ROAD ESTATE ViNEYARi3,� LLC SCTM � Project Address:13050 Oregon Rd, Cutchogue, NY 11935 Phone#:631-734-1100 Email:susan@suhruwines.com Mailing Address:PO BOX 523 Cutchogue, NY 11935 CONTACT PERSON: Name:KATHERINE SAMUELS Mailing Address:25235 Main Road Cutchogue, NY 11935 Phone#:631-734-6405 -kat�e@samu DESIGN PROFESSIONAL INFORMATION: Name:ABOVE Mailing Address: Phone#: mail: CONTRACTOR INFORMATION' Name:TBD Mailing Address: Phone#: Ern ail: DESCRIPT!ON OF PPOPOSED CONSTRUCT!0N EINewStructure OAddition WAlteration EIRepair DDemolition Estimated Cost of Project: ❑Other 300,000 Will the lot be re-graded? OYes *No Will excess fill be removed from premises? 11Yes *No PROPERTY INFORMATION ...,..,:s. m. �^^�,. m m m n m d _e.,tilli,i.� a:� ,t! 1�r;: l. - '.� ("'I r �.� .9�; �.� IJti:,?,y)z �7° Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to AC this property? OYes *No IF YES, PROVIDE A COPY. ,..Check Box After Reading, The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building permit pursuant to the Building Zone is:ci:z _�l tl Tcvdn pt 5 4,4mh€W,W talk,z a runty,New York and at&ms applicable L3 ars, or k guia,tic res,f i the of buitgirgs, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(sl for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. mni r 'P zlmi:"t1+91 w±-dJr:w r' ��y:'11 .Aa F F dr w P �....:..�.�ma,.;'d 9A,'x`„''i41:.S:�M="."d Agent 7 0,,&t`ak.u' +r Signature of Applicant: �'y �-�r�- -- Date: z STATE OF NEW YORK) SS-, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the '� iryl�v _ i,i oFit..iCt�f, ll�,[=r?T, �17;�7f�rcll� UfPI_er,metc,I of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this qday of --,9 2l7 �� a_. w Notary Public JULIANNE CAROLINE FEDELE P 'WT AUTHORIZATION 1 INotary Public•State of New York �..�. .�.._ _ .. ........" NO.01 FE0016050 (VVheni , ?FSG;" .rN 1lki':,z ld p':;'not I`Uw nr;y'I >w� �u.allfi�LnSufflikCount), My commission Expires Nov 11,2027 ....... residing at . .__ ..... _.. ........... —do hereby authorize_w._w�w_.www..._..M_.�.._.�_...._......_..........�..._„ ............ .ww_��io apply on my behalf to the Town of Southold Building Department for approval as described herein. Owners Si...................... e Date Print Owners Name 2 ARCHITECTS: OREGON ROAD VINEYARD RENOVATION SAMUELS+ STEELMAN ADDRESS: ,' e:�` •,\�,Adak' d° w�`il. 25235 MAIN ROAD ' CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: ENGINEER: V5 . . .. 6 s a ,; ; �.., COMPANY , r z �� STREET .ro , �. .. , . :4.. NEW YORK, NY 00000 fssww .zi6,wis• , .. Y:' ar� wz-",�fP"'�.' s'ya,' ;�'':,•,S ." y-,+ y,xa, aYs' ,..<ti"'n.rF 'S'tru '` .�• � 5•, ... e3. y:. `�y�,*` '5 "',�, n•, ,C,:' ,'°4'_ ::rd*.i :S:,ti:<::.y.',:�' ;N.`;'«.Nt?,vx ,y.:<•,"t -F NI' ^`-�'�' ..:: :.,s e,;a?:;,e t •"�" 's'. ',yEw,,.,, ,,:w. 'ti r.°" ',`; �;' '. ..�,r'r%.9. d+,^.:�„q .�,._p , ,.s^.-.a. a« N;,o,,:>,,, ""'', ',.a;•k .'. � . .�,f OWNER: r - ^ae^' � .""'.•„ ti *y. yy' ,.M.:.._, +iv`'E"'ar a, .'i° ,> d'IK y 'vim"x k"..,�`m' r � '' ..,tq y �' ;�- - - ,"°" d- a >raxmSS; """ws•... - '",fir:, "`-� . waE'� � e<"''^sem^, -e" --.¢ fit' ,,-;:n `"r .4,�„ �. , :' OREGON ROAD ESTATE VINEYARD LLC Z' 13050 .,P a - - ,,,,�t�° ,'.:.•>w." .^'" „ '.' `• 's:.- :: ''�', • y ,`„,' ,c'� ,,r„ zt ';�, ,tom _ A y.• ,,,,.-..t,,,.*;a _ �,� o'rd.;;"' ,.y .:"+„ 13050 OREGON RD &°per. .. ..,.....• i ,r �` i.,;,",,. .tr,y.„. a^,d"- m b .'iv. " 5 :w. w q, P. •w , •y - wR w t n , s ,;_�:�.. '•- a, .' ;.� • -- P.0 BOX 523 CUTCHOGUE NY 11935 �>- ,X f• e S "ii � , µ' 'S:y ' `i'dK �P'"r+ K ..Msi#t'.L. j A�•w .G :4 -., t: ,.�, `."�." m,„, *� 'a b�.q „:,'�; �_` 6'�;>S;;.F<;. F • ,..,•a, L, '.a •'e�E`rt",fa*. ,;� r ', £; x}yL,,;`` s;v",''4,•.°PJk�: y,,„ .' ,A<,k•'moi �"- y k. '�"-kw - „•lM'l. M•4 v :Yr.)T✓ a ^ s. .£ < s '� 1 •) ''3;9 ,y-y,-�4 ret il "?':.r"., :o,ar;.', e-'�w. '3'..,t.'''.*,,. REVISIONS: i PERMIT SET 1.15.24 ° •� :�... �`„x,.Y '=ik.'`?'Sr-a� ,,, '� `r - i., a t;ff : t sr i gg .bra ..a.,A. ,i ?�`:•r: -",�,' :' #; "!fi:, y' . ,L;a.' s � � • ' m°r4+, �..w' .y.° - - z't ' ',Js �+. -'S dEr Y as ..^�6 .'•,-�f -aar:.r'�� a.�°r`±v.4«,: °".`°- . ate•d: A a a {)�&� s. .L g .,: "!"%`M.°,y tr.,. 9f.., '.:C;'. „p. i R • ,., f ,t. may," .,rr, , ..k `4'• l Y' f' -i, °'.S»»,;., ?,�%.a;,:,7'<, .x"" .8irtw64,';;e,yw.;, mm... am.y w , " a . g ., - , -: °.., .. a •, '., ', �,=f, >>.i-:. _ :•:a�.v:. - MRa sem.. - t `f $ :•M,,"+' 7 v.i£. •:i, °k3, ' .:J:, a.b«:::'a ",wN+". J "P P Wy d D / , - - - a. .�'��'> >b,•c. . ;y :,�°. �t r,' 1 `<S £, t,y,,` -: `�,f<4s! , ,,>, r;,Fah � s ,� •`f :tis;sg, {.`,>a,�,�'�''' ht, '2`., � s ,C�. • ,,i3 .� t.: .w.`:E.4, '' , (` ,» p r. �# .k a�'r Vii:`,, f,$'. x'y" ,.p ,1;�' m' '� '' •, : '�",..- ..,. uw .� _- i ":r»:'° •:, ..,- <axa�«+' •�M'.«;, > ,,' "�..•µ�� r�� :;E�� :�fi �i�F y �, ,� ow,af y ,�=,.,,.•...,....,. -- r.t,w„ m PROJECT NAME: - - - 'a•ro 0.1 W .le� a'„ ggg[ cE ;� jj � : ' . . , .. ° ` ��1 Bis{' • ' ' . : ` v • 777 " ,. • 1 .. . .,. -, - ..,'Y, _ ...E F.kN,„. E BEFORE START OF ANY WORK AND DISCREPANCIES OR n, ' GENERAL NOTES VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE THE ATTENTION OF THE OWNER BEFORE PROCEEDING. KEY PLAN TEST HOLE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING 12. ALL WORN: OF THE VARIOUS TRADES INVOLVED WITH THE NO SCALE CODES AND ORDINANCES HAVING JURISDICTION AND BEST CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED BY MARK McDONALD GEOSCIENCE STANDARDS OF CONSTRUCTION PRACTICE. BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN SITE INFO SOUTHOLD, NEW YORK 11971 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL LOCATION: 13050 OREGON ROAD SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. GOVERNING AGENCY. CUTCHOGUE NY, 11935 THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE 13. ALL WORK OF THE VARIOUS TRADES IS TO BE TOTAL SITE AREA: 591,144 SF (13.639 AC.) TEST HOLE DATA 5/14/10 ELEV. + 23 SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL 0 '9 046 SF OR .92 ACRES 0 FT. DARK BROWN LOAM OL ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT CODES AND ALL OTHER APPLICABLE AGENCIES AND _ C'p SITE AREA(DEV RIGHT INTACT): 40, , S OF CONSTRUCTTON, THE CONTROCTOR SHALL BE STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS rG, SITE AREA(DRS): 554,114.44 SF (12,721 OC) RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE TYPE: AC (AGRICULTURAL CONSERVATION) HEREINAFTER STATED OR IMPLIED. S.C. Tax Map #: 1000-83.-3-2.1 BROWN SILT MT HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS BUILDING USE: DRY STORAGE, WINE TASTING ROOM 1.0 FT. 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END CONTRARY TO THAT REQUIRED BY THE APPLICABLE 13050 OREGON RD 23' 0" DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO OWNER: 3.0 FT. BROWN SILTY SAND SM THE FINAL CERTIFICATE OF OCCUPOM;Y. THE ATTENTION OF THE OWNER, AND CORRECTED IN 0 OREGON ROAD ESTATE VINEYARDS LLC 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ORDER TO CONFORM TO THOSE GOVERNING 13050 OREGON RD CUTCHOGUE NY 11935 CONSTRUCTION MEANS METHOD, TECHNIQUES, REQUIREMENTS.G PALE BROWN FINE TO MED SAND SP SEQUENCES OR PROCEDURES, OR FOR THE SAFETY 15. ANY DISCREPANCIES SC EPANCIES FROM THIS PLAN AND THE ACTUAL SURVEYOR: 4.0 FT. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE SCALICE LAND SURVEYING WORK AND HO ARCHITECT OR HIS REPRESENTATIVE. ¢�O 1 SOUTH BAY AVENUE, ISLIP NY 11751 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF U) FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF LOT COVERAGE CALCULATION: DEV RIGHT INTACT PALE BROWN FINE TO COURSE SAND SW THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL WORK DESIRED BY THE OWNER. 0 { 16 FT. NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND SITE AREA: 40,046 SF OR .92 ACRES TOTAL LOT COVERAGE ALLOWED: 20 % (8,009.2 SF) THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE RECONSTRUCTED TO INSURE DURABLE STRONG PROJECTADDRESS: TOTAL LOT COVERAGE SF EXISTING: 13.9% (5,569 SF) 23 FT. DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A (NO INCREASE PROPOSED) THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. COMPLETE WALL. TOTAL COVERAGE: 13.9% < 20% REQUIRED THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS OREGON ROAD COMMENTS:NO GROUNDWATER ENCOUNTERED MAINTAIN CONTINUOUS INSURANCE ,COVERAGE ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. CUTCHOGUE, NEW YORK FLOOD ZONES: STATUTORY POLICLES (WORKER COMPENSATION, ETC.) AND REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING, SITE IS NOT LOCATED IN A FLOOD ZONE. GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 PRIOR TO ANCHORING PLATE. MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM \��ti��RCy�� N COVERAGE NOT LESS THON $ 2 MILLION. THE ARCHITECT THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, G SNE NS F SHALL BENAMED INSURED ON ANY AND ALL POLICIES. SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE D RAW I N G LIST. CODE INFO 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY NOTED BY THE OWNER. '+ . , ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE 'k THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE TIME OF THIS APPLICATION ARE NOT THE T-100.00 TITLE SHEET A-001.00 GENERAL NOTES CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY LNSULOTED CORES. THE INSULATION PROTECTION AS RESPONSIBILITY OF THE ARCHITECT. S-100.00 SITE PLAN ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT `S'1' "443r �o N- DM-100.00 1ST FLOOR DEMO ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO STANDARDS. THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY ��oF A-100.00 FIRST FLOOR PLANS THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL 7. THESE DRAWINGS AND SPECIFICATION ARE OF THE ARCHITECT. A-101.00 ROOF PLANS BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS DRAWNBY,- Author A-300.00 ELEVATIONS SHALL BE SECURED AND PAID FOR BY THE TENANTS PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT DATE: 1/1612024 11:53:26 AM SCOPE O F WORK. A-301.00 ELEVATIONS LIMITED TO TH(E FOLLOWING:LE CODES INCLUDE BUT ARE NOT BEICH THEY USED ON ONYDE LS EXECUTED OTHER PROJECTOR NOT. THEY MAY EXCEPT BY WRITTEN OT TOF 1920 O THE ACT.D TO ANY RULES AND REGULATIONS PURSUANT SCALE: A-350.00 SECTION BUILDING AND STRUCTURAL 2020 CODE OUTHORLZATLON OF THE ARCHITECT. 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES DRAWING SHEET NAME INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING A-600.00 WALL TYPES SMOKE AND CARBON MONO. 2020 CODE 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE USED IN THE PERFORMANCE OF THE WORK SHALL DRY STORAGE AND WINE TASTING ROOM. NO INCREASE IN SQUARE SAFETY NOTICES 2020 CODE SHALL BE INSTALLED CONFORM TO THE STANDARDS OF THE BUILDING. COVER SHEET FOOTAGE. MECHANICAL 2020 MECHANICAL CODE IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE INTERCONNECTED PER CODE. DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR PLUMBING 2020 PLUMBING CODE 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR ENERGY CODE 2018 NYS ENERGY MECHANICALLY VENTILATED OS PER NEW YORK STATE WHICH CUSHMAN & WAKEFIELD INC. ACTS AS AGENT" DRAWING SHEET NO: CONSERVATION CODE. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE GOVERNING AGENCY OR AGENCIES. MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED T=000 , 00 ARCHITECTS: GENERAL NOTES (CONT.) PLUMBING NOTES ACCESSIBILITY NOTES (BC 2014 - CHAPTER 11) ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, 1. CABINETS SHALL BE MODIFIED,RANGE, DISHWASHER,WASHER I DRYER(WHERE APPLICABLE)SHALL BE 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS SAMUELS+ 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. PLUMBING AND FUEL GAS CODES. REPLACED AND APPROVED TYPE APPLIANCES SPECIFIED IN ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY 3. IF NECESSARY:UPDATE AND MODERNIZE HVAC EQUIPMENT IN LIVING ROOM AND BEDROOM-COORDINATE WITH 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL. APARTMENT TO BE RENOVATED. 3. FOR DEVICES ON WALLS UP TO 3-0"WIDE, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN. � „ STEELMAN BUILDING. 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED W/ 2. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS SHALL BE MADE STABLE, FIRM AND 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3-0 LAYOUT DEVICES VERTICALLY ON ONE SIDE OF 4. ALL SPECIFICATIONS I SCHEDULES TO BE COORDINATED IN DETAIL AFTER INITIAL FLOOR PLAN DESIGN APPROVAL PIPE INSULATION. SLIP RESISTANT IN COMPLIANCE WITH SEC.4.5.1.ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL, FROM THE MANAGEMENT COMPANY AND BOARD. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. PLUMBING CONTRACTOR SHALL ARRANGE AND APARTMENT TO BE RENOVATED. 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2"APART. 5. BATHROOM IS TO REMAIN AT THE SAME LOCATION AND SIZE. OBTAIN INSPECTIONS AND SIGN-OFFS. 3. DIMENSIONS OF CLEAR SPACE AND DOOR OPENING INTO ADAPTABLE TOILETS(WHERE APPLICABLE)COMPLY 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP, COORDINATE WITH SCHEDULED 5.1. ALL UTILITIES AND FIXTURES TO REMAIN OVER EXISTING"WET ZONES" 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A WITH SEC.4.32.4.2. MILLWORK AND FURNITURE. ADDRESS: 5.2. NO NEW EXHAUST VENTS RESULT OF THE ALTERATION,SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE 4. DOOR WIDTHS SHALL BE A MINIMUM OF 34"IN COMPLIANCE WITH SECTION 4.13.5 ANSI DOOR CLEARANCE TO BEFLOOR CL 25235 MAIN ROAD 5.3. EXPANSION(IF DESIRED)MUST BE APPROVED BY THE BOARD FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL 32 DESIGNATION HALL SIGNALS - 00 THERMOSTAT/ COAT � CUTCHOGUE NY 11935 6. THE KITCHEN TO REMAIN AT THE SAME LOCATION AND SIZE UNTOUCHED. BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. 5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 112"IN HEIGHT AS PER SEC 4.13.8 ANSI. (ADA/ANSI) TEMPERATURE HOOKS 631-734-6405 7. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYC BUILDING CODES FOR CLASS I FIREPROOF 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS 6. HANDLES,PULLS,LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A C/) SENSOR 02"r HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. SHAPE THAT IS EASY TO GRASP AND SHALL BE OPERABLE WITH ONE HAND AS PER SEC 4.13.9 ANSI. L j CONSULTANTS: BUILDING,AND ALL WOOD WILL BE FIRE RATED. F CARD READER o 7. NO WORK SHALL BE DONE THAT AFFECTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM 7. MANEUVERING CLEARANCES AT DOORS TO COMPLY WITH ANSI SEC 4.13.6 5.SINKS SHALL BE HANDICAP " BUTTON SWITCH � ENGINEER: 8. THERE MAY BE HUNG CEILINGS AND SOFFIT IN THIS PROJECT(SEE PLANS FOR CONFIRMATION). t__ � J COMPANY THE BUILDING MANAGEMENT. ACCESSIBLE AS PER FIG.31 ANSI. ¢ 9. PLUMBING PARTITIONS,PARTY WALLS OR EXTERIOR WALLS WILL BE CONSTRUCTED WITH MASONRY OR CEMENT o o � I STREET BOARD AND PLASTER OR EQUAL. 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE CITY, BOARD OR ITS 8. FUTURE OUTWARD DOOR SWING INDICATED ON DRAWINGS(TPPN 15/88). `0 o N o N N o NEW YORK NY 00000 co 10. ARCHITECT TO PROVIDE AN ELECTRICAL LOAD LETTER LISTING THE EXISTING AND NEW ELECTRICAL LOADS DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED. 9. DOOR BUCK SHALL BE PROVIDED TO ALLOW REMOUNTING ON SAME FRAME IN ORDER TO ACHIEVE ALTERNATE `r \ -- Q `r BASED ON THE NEW YORK CITY ELECTRICAL CODE. 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. SWING(TPPN 15188). o "' ' OWNER: 11. PRIOR TO WORK,THE CONTRACTOR AND ARCHITECT SHALL MAKE ADEQUATE PROBES OF EXISTING PARTITIONS 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION. 10. EXISTING RESIDENITAL BUILDING WITH ELEVATOR SERVICE COMPLIES AND/OR PARTIALLY COMPLIES WITH °° ELEVATOR DOOR SWING DOOR L OUTLETS SHOWER CONTROLS OREGON ROAD ESTATE VINEYARD LLC TO BE DEMOLISHED TO DETERMINE THE PRESENCE OF ANY CONCEALED RISERS,ELECTRIC CONDUIT, 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE.ALERT ARCHITECT TO MODIFY PREVIOUS ACCESSIBILITY REQUIREMENTS UNDER LOCAL LAW 58 OF 1987. 13050 OREGON RD �. AND ACCESSORIES TELEPHONE OR OTHER UTILITY LINES SERVICING THE BUILDING OR OTHER APARTMENTS PRIOR TO COMMENCING PLANS IF OTHERWISE. 11. NEW WORK SHALL COMPLY WITH 2014 BC,CHAPTER 11 "ACCESSIBLITY"(ANSI Al 17.1-2009)EXCEPT THAT AS THIS I P.0 BOX 523 CUTCHOGUE, NY 11935 DEMOLITION. 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISING ABOVE THE RESIDENTIAL BUILDING WAS OCCUPIED PRIOR TO MARCH 13, 1991,TOILET AND BATHING ROOMS MAY COMPLYr � MIRROR 12. ARCHITECT SHALL ASSURE THAT NO BUILDING SYSTEMS WILL BE DEMOLISHED DAMAGED OR RELOCATED FIXTURE. WITH PROTOTYPES ESTABLISHED BY ANSI Al 17.1-1986 PER RCNY 1101-01. J 40 I 48" MIN. REVISIONS: DURING DEMOLITION OR CONSTRUCTION WITHIN THE APARTMENT INCLUDING, BUT NOT LIMITED TO,STRUCTURAL 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED 12. BC 1101.3.1: NO CHANGE OF OCCUPANCY OR USE PROPOSED UNDER THIS APPLICATION z J j 24" MIN. MAX. 42" MI 17" MI _ _ _ _ _ _ PERMIT SET 1.15.24 ELEMENTS SUCH AS SLABS BEAMS,COLUMNS,VENTILATION AND FIRE-RATED SHAFTS, ELECTRICAL, INTERCOM, ENDS AND BRASS BUSHINGS. 13. BC 1101.3.2:ALL PORTIONS OF THE BUILDING BEING ALTERED UNDER THIS APPLICATION TO THE EXTENT OF THE 18" MIf�. 12"�12" z SOAP z GAS,HEATING,OR PLUMBING RISERS,AMONG OTHERS.ARCHITECT SHALL ASSURE THAT WORK WILL NOT IMPACT 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. ALTERATION ARE PROVIDED WITH ACCESSIBLE FEATURES AS NOTED. � 1 g 8" MIN. - - BUILDING SYSTEMS AND/OR SURROUNDING APARTMENTS AND WILL BE PROPERLY PERMITTED AND SIGNED OFF g�_ 14. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH "' 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE I � �ON. IF UNEXPECTED CONDITIONS ARE UNCOVERED AND/OR THE ALTERNATION PLANS MUST BE MODIFIED IN ANY a X - - - SLAB, CHAPTER 11 ACCESSIBILITY,BC APPENDICES E, N&P,AND ICC Al 17.1 (ACCESSIBLE AND USABLE BUILDING ` - - - - - - - - Q Q - Q CLEAR WAY,THE APARTMENT OWNER AND/OR THEIR CONTRACTOR MUST NOTIFY BUILDING MANAGEMENT PRIOR TO 60"MIN. o o M �, MI FLOOR 16. NO RISERS CAN BE RELOCATED OR REMOVED. FACILITIES). PROCEEDING FURTHER. IF SIGNIFICANT ALTERNATIONS TO THE APPROVED AND PERMITTED PLANS ARE 15. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING,TO ACCESSIBLE BUILDING PLAN `�' j 0 N . PLAN SPACE REQUIRED AND THEY ARE PRESENTED AND PRE-APPROVED THOUGH MANAGEMENT AND THE BUILDING 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT CONSULTANT THE DOB PERMITS MUST BE AMENDED THROUGH THE PAA PROCESS AT THE DOB.NO WORK ON INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY,AND OTHERWISE COMPLY ACCESSIBLE GRAB BAR WITH TOILET I ACCESSIBLE 11" MN. PROJECT NAME: THE MODIFIED WORK CAN BE PERFORMED UNTIL THE PAA IS APPROVED. 18. SPEEDY CONNECTIONS ARE NOT PERMITTED. WITH CHAPTER 4,ACCESSIBLE ROUTES,OF THE ICC 117.1. WATER CLOSET REINFORCING STRIP PAPER LAVATORY 12.1. IF NECESSARY:THE CONTRACTOR SHALL FIRE-SAFE ANY OPENINGS BETWEEN FLOORS AND/OR WALLS 16. ACCESSIBLE MEANS OF EGRESS TO BE PROVIDED AS PER NEW YORK CITY BUILDING CODE SECTION BC1007. EXPOSED DURING THE WORK. 19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED. 17. ALL UNITS SERVED BY AN ELEVATOR IN OCCUPANCY R-2 SHALL BE TYPE B UNITS WITH THE ADDITIONAL 12.2. ALL VENT OPENINGS,CONVECTORS, ENTRY AND SERVICE DOORS SHALL BE SEALED OFF WITH 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. REQUIREMENTS OF TYPE BUNITS IN R-2 OCCUPANCY PER BC 1107.2.ALL TYPE B UNITS TOILET AND BATHING POLYETHYLENE SHEETING 6 MIL.THICK OR GREATER AND/OR DUCT TAPED DURING DEMOLITION TO PREVENT 21. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT. FACILITIES IN GROUP R-2 MUST COMPLY WITH APPENDIX P OR TYPE A TOILET AND BATHING FACILITIES(BC 4"MIN, � � 4"kN. � � DUST FROM INFILTRATING BUILDING SYSTEMS,CORRIDORS AND STAIRS. 22. IF NECESSARY:NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB. LEAD PANS MUST 1107.22). DWELLING UNITS SHALL BE EQUIPPED WITH DOOR WIDTHS AND CLEAR FLOOR SPACES FOR POSSIBLE ' 124"MIN. 12.3. THE CONTRACTOR MUST CONTROL DUST AND NOISE TO THE MAXIMUM EXTENT POSSIBLE DURING THE BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION.THE SHOWER PAN MUST BE OCCUPANTS WITH PHYSICAL DISABILITIES.TYPE B UNITS FOR R-2 OCCUPANCY SHALL INCLUDE ADAPTABLE 24" MIN, rM X. 4" MAX 12" MIN. DEMOLITION AND CONSTRUCTION WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REQUIREMENTS OF TESTED BY 24-HR STANDING WATER TEST.THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED. FEATURES AND ABIDE BY REQUIREMENTS SET FORTH ALL APPLICABLE SPACES IN SECTION BC 1107. - - - 'o ' - - - Q THE BUILDING'S ALTERATION AGREEMENT REGARDING WORK WITHIN THE APARTMENT AND OTHER BUILDING BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. 18. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO 48" MIN. "MIN_ ' 30' MIN. "MIN_ ACCESS AREAS. 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET,WASHING MOVE THE DOOR SHALL BE 5 SECONDS MINIMUM. 12.4. THE CONTRACTOR MUST CONTROL DUST AND NOISE TO THE MAXIMUM EXTENT POSSIBLE DURING THE MACHINE, DISH WASHER,AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILITY SINKS AND TUBS SHALL 19. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308 DEMOLITION AND CONSTRUCTION WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REQUIREMENTS OF HAVE OVERFLOW DRAINS BUILT IN. OF THE ICC Al 17.1 AND BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR THE BUILDING'S ALTERATION AGREEMENT REGARDING WORK WITHIN THE APARTMENT AND OTHER BUILDING TWISTING OF THE WRIST AS PER SECTION 309 OF THE ICC Al7.1. ACCESSIBLE TUB FOR GRAB BAR WITH ACCESS AREAS. PIPING NOTES ADAPTIVE BATHROOM REINFORCING STRIP 12.5. PER DOB:A CERTIFICATE FROM A LICENSED ASBESTOS INVESTIGATOR INDICATING WHETHER THE PROJECT 20. BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS TO BE PROVIDED IN ALL ACCESSIBLE BATHROOMS AS DOES OR DOES NOT INVOLVE THE REMOVAL OF ASBESTOS MUST BE PROVIDED TO THE MANAGEMENT PRIOR TO STIR IN ALL RENOVATED AREAS,THE FEED BRANCH LINES MUST BE REPLACED BACK TO THE RISER. DESCRIBED IN SECTION 604 OF ICC A117.7.GRAB BARS,SHOWER SEATS AND DRESSING ROOM BENCH SEATS WORK. 2. ALL RISERS MUST BE INSPECTED BY THE RESIDENT MANAGER UPON OPENING UP THE WALLS AND IF ANY WORK SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF NEW YORK CITY BUILDING CODE SECTION BC 1607.7.2. _ 36" 40" 12.6. THE CONTRACTOR SHALL COMPLY WITH"THE USE OF LEAD-SAFE PRACTICES"FOR WORK IMPACTING 6 SQ. 21. INTERIOR ACCESS FLOOR SURFACES ADAPTABLE KITCHENS ADAPTABLE KITCHENETTES AND ADAPTABLE x 0 IS REQUIRED THE RESIDENT MANAGER SHALL CONTACT THE BUILDING PLUMBER FOR FURTHER REVIEW. --- 42" MIN. 12" M 36" MIN. 18" 1311 FT.OR MORE OF LEAD PAINT IN BUILDINGS ERECTED BEFORE 1978,AND ALL APPLICABLE STATE AND LOCAL 3. THE FEED BRANCH LINES MUST BE EQUIPPED WITH AN EMERGENCY SHUT OFF/CHECK VALVE AS CLOSE TO THE BATHROOMS SHALL BE AS PER ICC A117.1. _ , I1 11 REGULATIONS. PROPOSED WORK MUST ALSO COMPLY WITH THE FEDERAL EPA RULE ISSUED APRIL 22,2008. . z - . RISER AS POSSIBLE. C:) 12°� MIN, ( IN 13, THE ARCHITECT HAS REVIEWED THE BUILDING'S ALTERATION AGREEMENT INCLUDING ALL RIDERS,AND THE 4. THE VALVE MUST ALSO BE LOCATED OUTSIDE THE WALL OR IN A FIRE RATED ACCESS PANEL. -®r- CONTRACTOR'S SCOPE WILL INCLUDE COMPLIANCE WITH ALL OF THE BUILDING REQUIREMENTS. 5. ALL BRANCH FEED PIPING MUST CONFORM TO LOCAL CODE REQUIREMENTS AND ONLY HIGH QUALITY COPPER h " aQ 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE EITHER EXPOSED OR FROM ACCESS PANELS. 56 MIN 18 - 1 PIPES CAN BE USED. o - _ r 9 II d M M 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE 6. THE LOCATION OF THE ACCESS PANELS,VALVES AND NEW BRANCH LINE RUNS MUST BE LOCATED ON THE � 9235 TURNED UP 4"AT WALLS. ALTERATION PLANS AND/OR SHOWN TO THE RESIDENT MANAGER DURING CONSTRUCTION. PLAN 0 16. LICENSED PLUMBER SHALL COORDINATE ALL WORK WITH THE RESIDENT MANAGER PRIOR TO THE START OF ALL 7. ALL EXPOSED AND NEW FEED PIPING MUST BE INSULATED.THIS INCLUDES BUT IS NOT LIMITED TO ALL HOT, TOILET PARTITION GRAB BAR WITH j ACCESSIBLE&AMBULATORY URINAL WORK. COLD, HEATING AND COOLING PLUMBING FEED LINES,WHETHER BELONGING TO THIS APARTMENT OR NOT. REINFORCING STRIP WATER CLOSET 17. FILING, PERMITS,&LICENSES 8. ALL PIPE INSULATION MUST BE INSPECTED BY THE RESIDENT MANAGER PRIOR TO CLOSURE. Uj 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK CITY BUILDINGS DEPARTMENT.A PERMIT WILL BE WALL MOUNTED OBTAINED AND COPY WILL BE PROVIDED TO THE MANAGEMENT PRIOR TO WORK.AT THE COMPLETION OF WORK, CONSTRUCTION PLAN LEGEND ELECTRICAL LEGEND CLOCK SPEAKER/STROBE AED A LETTER FROM THE NEW YORK CITY BUILDINGS DEPARTMENT INDICATING THAT THE WORK HAS BEEN -- -- AUDIO/VISUAL I STROBE U) SATISFACTORILY COMPLETED WILL BE PROVIDED TO THE MANAGEMENT. HOSE CABINET - -- ALARM&STROBE O 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND FILED WITH THE NEW YORK CITY 3q-- j HORN/SIREN NOT IN SCOPE BUILDINGS DEPARTMENT.THE WORK WILL BE APPROVED BY THE NEW YORK CITY BUILDINGS DEPARTMENT AT NOT IN SCOPE GFI L FIRE EXTINGUISHER , THE COMPLETION OF WORK. EXISTING STRUCTURE/ GFI OUTLET z LL -- CABINET o PROJECT ADDRESS: (NON TYPICAL HEIGHT) ¢ _ O - - Z 17.3. ALL ELECTRICAL WORK WILL BE COMPLETED BY AN ELECTRICIAN LICENSED BY THE CITY OF NEW YORK.THE PARTITION WALL _ _ > z ELECTRICAL WORK MUST BE FILED BY THE CONTRACTOR WITH THE BUREAU OF ELECTRICAL CONTROL AND A O DOWNLIGHT 220 w I AEID oLul CERTIFICATE OF ELECTRICAL INSPECTION MUST BE PROVIDED TO THE MANAGEMENT AT THE COMPLETION OF (SURFACE MOUNT) 22 VOLT OUTLET U_ WARDEN STATION CAco BINET o o O°, OREGON ROAD WORK. .. .. NEW PARTITION WALL DOWNLIGHT ON SENSOR o FIRE ALARM PULL STA ION M Cf) CUTCHOGUE, NEW YORK O (SURFACE MOUNT) WET ZONE GROUND-FAULT CIRCUIT �- c 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE,WATERPROOF CEMENT PLASTER,WATERPROOF WINDOW S W INTERRUPTER RECEPTACLE �- GYPSUM BOARD,OR NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK. , DRINKING FOUNTAINS 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYC BUILDING CODER RECESSED LIGHT FIXTURE QUAD RECEPTACLE WALL MOUNTED (STANDARD&ADA/ANSI) \C,�ER�ARC/ (H=NON TYPICAL HEIGHT) FLUSH CONTROL SNE S � 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. DOOR �� 21. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION. (SEE SCHEDULE ON SHEET X-XXX) IC SMOKE DETECTOR TOILET PAPER AND SEAT OUTLET OUTLET ' R` $ SWITCH(VIF) COVER DISPENSER 22. NO GAS PIPING SHALL BE LOCATED IN THE FLOOR. OVERHEAD AND BASE MILLWORK -�� -- - I 23. CON-ED SHALL BE NOTIFIED OF THE WORK. ------- (ALL MILLWORK TO BE CONFIRMED O CEILING FAN ' VIA SHOP DRAWINGS) $D SWITCH ON DIMMER(VIF) X X C UNTER 24. IT IS A SPECIFIC REQUIREMENT THAT THE COMPLETED GAS PINING SHALL BE TESTED BY CONTRACTOR AND Q ¢ T] COUNTER DESK INSPECTED AND SIGNED OFF BY THE DOB.SELF-CERTIFICATION BY PLUMBING SHALL NOT BE ALLOWED. 11 WALL TYPE TAG CHANDELIER THREE-WAY WI � z M v `� o o pp `P��rF X4436 (SEE WALL DETAIL SHEET A-800.00) $T SWITCH 25. PRESSURE TEST SHALL BE AT 3 PSI AFTER A NEW VALVE AND TEE IMMEDIATELY ADJACENT TO THE GAS o bo �F NEW SHUT-OFF.SHUT-OFF VALVE SHALL BE TESTED WITH SOAP FILM. ROOM L1 _ _ _ _ HORIZONTAL COVE LIGHT INTERCOM 26. PRIOR TO COMMENCING ANY WORK,THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BACK TO 101 ROOM TAG (SPECIFY VIA SHOP DRAWINGS) (H=NON TYPICAL HEIGHT) TOILET 7 PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY.' AufhorVH DISPENSER&WASTE DISPENSER&WASTE DATE: 1/16/202411:53:33 AM THE POINT REQUIRED BY NYC DOB.IF THE LOSS IN PRESSURE EXCEEDS CODE LIMITS,NO GAS PIPING WORK L2 _ _ _ _ HORIZONTAL SHELF LIGHT RECEPTACLE DISPOSAL SHALL BE DONE UNTIL REPAIRS ARE MADE AT THE SHAREHOLDER'S EXPENSE. SHOULD IT NOT BE POSSIBLE TO (SPECIFY VIA SHOP DRAWINGS) TH THERMOSTAT SCALE: As indicated MAKE THE NECESSARY REPAIRS DUE TO LIMITED ACCESS TO THE GAS RISER OR FOR OTHER REASONS,THEN NO (H=NON TYPICAL HEIGHT) GAS CHANGES WILL BE ALLOWED. SH ROLLER SHADE FG SPEAKER CLEAR DOORWAY WIDTH AND DEPTH DRAWING SHEET NAME: 27. IF THERE IS NO EXISTING GAS SHUT OFF VALVE IN THE APARTMENT,NO GAS PIPING CHANGE WILL BE ALLOWED. H (H=NON TYPICAL HEIGHT) 28. ALL EXISTING THROUGH SLAB PENETRATIONS, PARTY/CHRASE WALL PENETRATIONS, PARTY AND CHASE WALL SOFFIT LOCATION 32" MIN. 32"MIN. 32"MIN. G E N E RAL N OTES // /� � - (CONFIRM DURING CONSTRUCTION) TV AVI HDMI PORT JOINT AT THE TOP AND BOTTOM MUST EE SEALED WITH FIRE STOP SEALANT/MATERIAL. H (H=NON TYPICAL HEIGHT) 28.1. ALL FIRE RATED CHASE WALLS,ENCLOSURES AND FIRE STOPPING MUST REMAIN IN PLACE UNTIL ACTUAL #DROP CEILING DROP HEIGHT Q PROPOSED WORK IS APPROVED AND IMPLEMENTED AND CANNOT BE LEFT OPEN OR UNPROTECTED OVERNIGHT. JUNCTION BOX � 28.2. ANY PROPOSED WORK CANNOT LOWER EXISTING FIRE RATING. DRAWING SHEET NO: 28.3. DUST PROTECTION WITH PROPER PROTECTION AGAINST TRANSFER OF NOISE AND DUST AS WELL AS DATA/ETHERNET OUTLET (H=NON TYPICAL HEIGHT) FUMES MUST BE IMPLEMENTED IMMEDIATELY UPON OPENING. L - - - - DUPLEX RECEPTACLE (A) (B) (C) (H=NON TYPICAL HEIGHT) HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH A=001 ■ ARCHITECTS: x x x SAMUELS+ VINEYARD STEEL MAIC x x x A EXISTING KITCHEN AN ADDRESS: SANITARY WASTE SYSTEM 1 - 1,500 GREASE TRAP 25235 MAIN ROAD 1- 1,200 SEPTIC TANK CUTCHOGUE NY 11935 EXISTING CLEAN OUT < w 1-LEACHING POOL 8X13' TO BE RELOCATED 631-734-6405 Z APPLICATION TO SCHD ONGOING CONSULTANTS: 0 1 _j 272.34' N48 031 100 11W ENGINEER: DEVELOPMENT RIGHTS SOL COMPANY STREET z S48031 10011E NEWYORK, NY 00000 n 0 0 Z4 L-X0 OWNER: CL 9 OREGON ROAD ESTATE VINEYARD LLC 2 8 01 11 12 13 14 . 15 161 17 18 19 2 21 22 W 3 4 5 6 13050 OREGON RD A ADA P.0 BOX 523 CUTCHOGUE, NY 11935 DA CD elf LO REVISIONS: O < clq (5)EXISTING DRIVEWAY cy) PERMIT SET 1.15.24 Z NEW C) ING DRAINAGE LEACH CD 10' X LIQ. 121 DEPTH ASPHALT DRIVEWAY x EXISTING POOLS (4 cy) LL' W/ STONE CURB U_ (1) 1 OX LIQ 10" DEPTH cy) 0 0 GRAVEL z U) 31 23 24 25 26 27 28 29 30 POOL 10' LIQ. 10' cy) PROJECT NAME., DEPTH D WELL 82'-9" < Z 2� Ill (n 0 29'4" 6-61' LO — ------- cy) Uj EXISTING (y) w 0 0 U) c:) GRAVEL U) 0') ELEC POLE 601-0" N m 0) 0 cy) co Z z CONC. 00 z Lli ST.OR'Y '\ 00 \1 z RAMP cy) c6l AGRICULTU AL\ 2 R'A 0 EXISTING IL, ' , ' 0) C0 OMMERCIA 1 > U-) B CONC' -SLAB UILDING\ 0 Uj 0 w F_ C) < CD < 0 i BOG 81-01, 00 10 63.2 115.2' ........ X 0 Nt Uj co 0 z PJAN<S PJANKS GENtL-TOIR (0 1 C) WATER METEEX FROIT YARD SETBACK 100'-0" —4 ---DUWS`TER APPROVED ZBA FILE: 6469 co LO co Uj ry LOCATION 0 27'-3v 0 LU w W < 0 U_ 0 cd TAX LOT 2. 1 �5 �- WMF w U) PROJECT ADDRESS: 1 .0 CD Uj N48031'00"W 279.38' OREGON ROAD CUTCHOGUE, NEW YORK PROPERTY LINE 101 WOOD MESH FEN. WMF LWMF 1173.97 0 0 w 2 0 1.3 .21 0 w E D ARC co Is, C) w N -IT cy) CIN C\l NOW OR FORMERLY TAX LOT 3. 1 GREGORY A. BOYD & N 0443 OFN - SUSAN BOYD DRAWN B Y.- Author - DATE: 1/16/202411:53:42 AM SCALE: SITE PLAN NOTES: DRAINAGE CALCULATIONS: TOTAL VOLUME: DRAWING SHEET NAME: - 465.17 CF + 2,524.03 CF +354 CF + 930 CF = 4,273 CF EXISTING ASPHALT PAVEMENT 2,785.43 SF - (4) 10 X 14' DEEP LEACHING POOLS VOLUME PROVIDED 3,831.52 CF SITE PLAN - 2,785.43 SF X .167 X 1.0 = 465.17 CF - + 1 NEW 10' X 1O' LEACHING POOL = 4,343 CF DRAINAGE = 4,343 ON SITE > 4,273 NEEDED DRAINAGE CALCULATIONS: PROPOSED AND EXISTING GRAVEL PARKING AREA= 15,114 SF VOLUME AREA X RAINFALL X COEFFICIENT - 15,114 SF X .167' X 1.0 = 2,524.03 CF PARKING CALCULATIONS: SITE PLAN DRAWING SHEET NO: EXISTING PATIO AND SIDEWALK AREA= 2,124 TASTING AREA 29 SPACES P_\ 3' G T -7 D 71 131 $ - RAINFALL 2" HR 0.167' 2,124 SFX .167 X 1.0= 354 SF - WINE STORAGE= 2 SPACES SCALE.1:150 - COEFFICIENT OF ASPHALT 1.0 - OFFICE= 4 SPACES - COEFFICIENT OF GRAVEL = 1.0XISTING BLDG A AREA= 5569 SF - PARKING TOTAL NEEDS= 35 SPACES NEEDED, 2 ADA SPACES NEEDED E COEFFICIENT OF ROOF = 1.0 - 5,569 SF X .167 X 1.0 = 930 .0 = 930.0 CF - TOTAL PARKING EXISTING = 48 SPACES > 35 SPACES smi 00100 ARCHITECTS: DEMO PLAN NOTES NOT IN SCOPE 1. PATCH,SKIM COAT AND PAINT WITH LOW VOC PAINT ALL HOLES RELATING TO DEMOLITION SCOPE. ExlsrwG srRucruREl I' PARTITION WALL 2. ALL EXPOSED WIRES TO BE REMOVED BY THE CONTRACTOR. SAMUELS+ 3. ALL ITEMS TO BE REMOVED IN ORDER TO ACCOMODATE NEW INSTALLATION. STEELMAN NEW PARTITION WALL 4. ANY UNDETERMINED PORTIONS OF THE DEMOLITION TO BE SUBMITTED TO WINDOW THE CLIENT AND ARCHITECT VIA RFI PRIOR TO INITIAL FEE PROPOSAL. THE CONTRACTOR ACCEPTS THAT THERE WILL BE NO SUPPLEMENTAL DEMOLTION FEES AFTER THE INITIAL CONTRACT IS SIGNED UNLESS THE ADDRESS: DOOR SCOPE HAS BEEN MODIFIED BY THE CLIENT. (SEE SCHEDULE ON SHEET X-XXX) 25235 MAIN ROAD CUTCHOGUE NY 11935 OVERHEAD AND BASE MILLWORK (ALL MILLWORK TO BE CONFIRMED 631-734-6405 VIA SHOP DRAWINGS) CONSULTANTS: 11 WALL TYPE TAG (SEE WALL DETAIL SHEET A-800.00) ENGINEER: COMPANY ROOM STREET 101 ROM TAG NEW YORK, NY 00000 OWNER: CONSTRUCTION PLAN LEGEND OREGON ROAD ESTATE VINEYARD LLC REMOVE WINDOWS FOR REUSE 13050 OREGON RD P.0 BOX 523 CUTCHOGUE, NY 11935 REVISIONS: 331-611 71-211 7' -5" 71-511 71-711 41'- 11" PERMIT SET 1.15.24 i REMOVE FOR FUTURE USE Al Q - -----TT�---,--- -r- -pT------ - -- -------p- II II II I I � 13371-I 211-911 211-7116" o0 REF. I I PROJECT NAME: W.0 1 I I l I I \\ � �� CLG r — � CLG @ 8'_01 I— —I I I I I ° I I ° °I I J CLG @ 8'-0' I----� 1 MAIN \ �--- � � I DW I I OFFICE _ __ — r- --- � — � I I I CLG @8 0 � �i�ll��\ � —I� — � F -- HALL 11 I �I KIT. I I I I y II 1 W C 2 I I I I 13 REMOVE CEILING ABOVE 11 OFFICES 11 1 CLG @ 8'-0" I L�=J� REMOVE I I THROUGHOUT I I I I 10 n �T; COUNTE�S 1 1 I I I I I I I I REMOVE CEILING ABOVE CLG @ 8'-0" I— °) I I ___ I I I I I THROUGHOUT °1 I i I _ I — ——= — .._..._..__.. ._.. ................... . I I I I o I� - - - - - - - - - - - - - - - - ......_........._. _._......._.................._....-. _ ---- II - - - - - - - - - - - - - - - -- - I I I13 REMOVE DECORATIVE TIMBER I 1 141-311 21'- 7" 0 I I I i i 11 ' -- STORAGE � ( \\ CLG @ 8-0 _� SERVICE AREA ' " \\ AREA 2 II ---------- --------------J VEST. II I � II II II 0 o I -I -------- -- -- -- -- - --------------- ----------- - 1 1I 1 0 EO EO -- -- - - . ---- -- — ----I i -- - - -- -------CLG @ RIDGE 14'-6"------ - ------ I i- -- - -- - ----- ----- - - _ - ------ ------ 161-011 1 tilI h - - - - - - - - - - II w- - - - - - - - - - � JC I II IIII I REMOVE EXISTING I I DOORS II I , I ZREMOVE METAL O CEILING ABOVE I I I I STORAGE N f 11 AREA 1 TASTING M 13 PROJECTADDRESS: EXISTING ROOM U' PRIVATE STRUCTURE TO TASTING OREGON ROAD REMAIN ROOM CUTCHOGUE, NEW YORK II _ o II N N RED AIDC JEA/V REMOVE LVL FLOORING I I CLG @ 8'-0" �,� If11 m CL78'--O� 111 i 'k t A M1'• 4• C � V1 11 I MECH. I I IIII I I I ,a. II I01II I I o 436 6'-6" 22'-0" I F NEW ELEC.PANELS I CLG @WALL 12'- 0" DRAWN BY. Author __ _____ __ __ _ __ _ _ _ __ _ DATE: 1/16/202411:53:50AM ----- - --- - - -- --- ----E ---- --- SCALE: As indicated 25'- 11DRAWING SHEET NAME. " 79'- 1" DEMOLITION PLAN 105'-0" DEMOLITION PLAN DRAWING SHEET NO: SCALE: 114"=1'-0" N D= 1 00 , 00I ARCHITECTS: NOT IN SCOPE EXISTING STRUCTURE/ SAMUELS+ PARTITION WALL STEELMAN -. NEW PARTITION WALL WINDOW ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-XXX) 5 5 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 OVERHEAD AND BASE MILLWORK -------- (ALL MILLWORK TO BE CONFIRMED CONSULTANTS: : VIA SHOP ENGINEER 1 I WALL TYPE TAG COMPANY (SEE WALL DETAIL SHEET A-800.00) STREET ROOM NEW YORK, NY 00000 101 ROOM TAG OWNER: OREGON ROAD ESTATE VINEYARD LLC CONSTRUCTION PLAN LEGEND 1 13050 OREGON RD -350.0 P.0 BOX 523 CUTCHOGUE, NY 11935 DN 44'-0" DN REVISIONS: _ PERMIT SET 1.15.24 a 21'-311 ' ` _24 71 -411; ' 5' -0„ 7, _4,1 21.9,1 4,� 2,_911 41 2' -9" 5' -0" 321-6„ T 1. EXISTING STRUCTURE NEW CURTAIN WALL =- °r NEW EGRESS DOOR ---+II'III'Ii'I�IIIII',I,I IiI,iI';,IIi,,I _ ,�I I 9 1' _6;I o2'�-0."o 0012 4, _0 1' ._�;6 '�- 31' -6 1' -5'ti'-4 '-51'-4' ,'.-0 3".0,24'7-- 5 " 1'- 4�' - = a- _ p , PROJECT NAME: LO ENTRY PRIVATE BATH FIREPLACE COUNTER M ' 0 001 PUBLIC BATHROO012 275 SF -013 _- NO OC UPANCYOCCUPANCY: 10 195 SF "NO OCCUPANCY 6' -2" 6' - 1" 6' EXISTING CEILING HALL C? i TO REMAIN NO OCCUPANCY 2 HR RATED Uj WALL ASSEMBLY TO CEILING 0 211 -711 HALL STORAGE NEW EGRESS DOORS SLAT WALL o co011 EXPOSE TRUSSES - — — — — — — _ — ` 14 AT ROOF 161 SF o NO OCCUPAN Y 1031 SF OCCUPANCY:6 sf CD o? NEW CEILING 12'-0" 0 TASTING AREA CLG @ RIDGE 19'-4u - i ----�L---------------------------------------- ----------- ---------- -- ----- - ------------------------------------------------------------------------- ---------iIIIII IIII - IIiIIIIIIIIIiIII - 1------ ------------------- IIIIIIIIiIIIIIIIII----- iIIIIIIi'IIIIIiIIiI o_ ' �Ii1I -0- , 004 0 06 =�oO 1300 SF ' CLG RIDGE IDGE 19' - 4" NOCCUPANCY:87 PRIVATE TASTING ROOM N Ln 515 SF 5' -0" ' w 0 O OCCUPANCY: 35 2 HR RATED WALL ASSEMBLY 5'- 10" 8' - 11" TO CEILING PROJEC*T�ADDT2R9 E��FSRS :2 OREGON ROADNOT FULL HEIGHT PARTITION WALLS CUTCHOGUE, NEW W r4 NYORK 21' -7" DAR N JEA/V PRIVATE OFFICE PRIVATE OFFICE OFFICE SERVICE o, PREP N O 008 COUNTER 00 PREP 454 SFEXT. MECH COUNTER PREP AREA OCCUPANCY:5 sf SERVICE AREA VESTIBLE009 o 04OF48SF 005 007 231 SF r— co OCCUPANCY `V 168 SF 55 SF OCCUPANCY:6 sf NEW CEILING 12-0' DRAWN BY,r AuthorN-PUBLICOCC WATER SERVICE NEW EGRESS DOOR PREP DW DW SINKS FRIDGE R DATE: 1/16/202411:53:5 6 CS� qyA M LINE IN ELEC. PANELS COUNTER STORAGE MECH-HW NEW EGRESS DOO COUNTER SCALE: As indicated DRAWING SHEET NAME: 4" 91-311 71 -711 22'-4" 5'-0"6'- 11" 16' 32'-6" 105'-0" CONSTRUCTION m�t N PLAN DRAWING � L AN DRAWING SHEET NO: DESIGN PLANS LU SCALE: 1l4"=14" ' N Aml 00000 ARCHITECTS: NOT IN SCOPE EXISTING STRUCTURE/ SAMUELS+ PARTITION WALL 711 STEELMAN NEW PARTITION WALL WINDOW ADDRESS: DOOR 25235 MAIN ROAD (SEE SCHEDULE ON SHEET X-XXX) CUTCHOGUE NY 11935 OVERHEAD AND BASE MILLWORK 631-734-6405 -------- (ALL MILLWORK TO BE CONFIRMED VIA SHOP DRAWINGS) CONSULTANTS: ENGINEER: 1 I WALL TYPE TAG (SEE WALL DETAIL SHEET A-800.00) COMPANY 1 STREET ROOM -350.0 NEW YORK, NY 00000 ROOM TAG 101 OWNER: OREGON ROAD ESTATE VINEYARD LLC CONSTRUCTION PLAN LEGEND 13050 OREGON RD P.0 BOX 523 CUTCHOGUE, NY 11935 EXISTING METAL STAINING SEAM NEW GUTTER DOWNSPOUT EXISTING DOWNSPOUT,TYP RELOCATED LINE OF BUILDING BELOW EXISTING GUTTERS TO REMAIN REVISIONS: ROOF WITH NEW SPRAY FOAM INSULATION IN TASTING ROOM PERMIT SET 1.15.24 1., 105' -0" — ---------------------------------------------------- ------------------- ---------------------- - ----------------------- ------------------------ --------------------------------------------------------------------- 0 ------ --- --- -- --- --- -- --- — — ------ ------ Q PROJECT NAME: 0 z SLOPE 4;12 0 w (D <o 00 Uj ry U) ow PROJECT ADDRESS: 2 SLOF E 4;12 -350.0 OREGON ROAD CUTCHOGUE, NEW YORK ,��RED ARC - S 04435 SOF NE�� DRAWNBY.- Author DATE: 1/16/202411:54:01 AM SCALE: As indicated DRAWING SHEET NAME: — --- --- ------ --- ------ --- ------ -- - --- — — -- --- --- ------ --- ------ -- - --- -- --- --- ------ --- ------ --- ------ --- --- -- --- --- ------ --- ------ --- ------ OF--------------------------------------------------------- --------------CIF---------------------------------------- ------------------------------------------- ----------------------------------------------------------------------------------------- ROOF PLAN DRAWING SHEET NO: ROOF SCALE: 1/4"=1'-0" ARCHITECTS: SAMUELS+ STEELMAN 2 ADDRESS: -350.0 25235 MAIN ROAD CUTCHOGUE NY 11935 Level ROOF631-734-6405 23 8 CONSULTANTS: ENGINEER: COMPANY STREET EXISTING FASCIA NEWYORK, NY 00000 OWNER: OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD P.0 BOX 523 CUTCHOGUE, NY 11935 Level T.O� 14'-1" REVISIONS: Lu i i /; %-' i;% , , . :% /'' COLUMNS WITH PERMIT SET 1.15.24 METAL PANEL SURROUND Level CL W EXISTING METAL PANEL i GLASS PANEL 51/ \ / \ IN ALUMINUMPROJECT NAME: LLJ \ STOREFRONT METAL PANEL IN Lu ALUMINUM STOREFRONT Level FIRST FLOOR - - - - - �i 0 --........ -- ........... ...... — - — - — : , II ..._ ; i .. -..: ._.. ......... ............. .............. ..._ ... I.... ; , ' -.......... _....... i .... del eve .... ........... ................... ............ i , i : ....... .. _:.:I I I I 1 I I I i .._..... ..._ i... ........., _. ............. I. ..._ _......... . . .... ....... .. ..... i........ ....... .. ....... ............... ...... ._ I : i i I I ... I . I ................... :..- 1. .. - ..... _._ _._. ....-..._ .. .. ........._. ..__.. .._, _.. ._.... ......._ _.......... ....._ .-... .. .._ ....... ._.. ... i _I I .. ............ - -._......... ......_ I.... Level FND I , I WEST ELEVATION O SCALE: 114"=1'-0" �■ 1 -350:0 0 Level ROOF 23'-8" EXISTING ROOF ow PROJECTADDRESS: EXISTING FASCIA OREGON ROAD Level T.O CUTCHOGUE, NEW YORK M BRED AR — — — — — — — _ Level CLG / 10'-0" ti s NEW GLASS STOREFRONT PANELS WITH r c`eiia .x' ITT ALUMINUM MULLIONS - k_4436 D NE�� \ COLUMNS WITH METAL PANEL SURROUND DRAWN BY,' Author DATE: 1/16/202411:54:09 AM \ M SCALE: 1/4"= 1'-011 Leve FIRST FLOOR DRAWING SHEET NAME' I ( _i _-1 - - -I -- I III - -- — -- ! - -- -- ! - --- --- --- - - - I _. . . — - - - --- — --- - -- I I I - - _... _.. ...... -.... _._.. __._.... __. — ..I-- : i i PATCH METAL SIDING _.. _ I _ _..._ __....... _ __. ! ' Level de I --- I... - , . is : , : _ � i- - ! : - - i i I -- � - - - - - -- - - - - - ELEVATION ; : . AS:NEEDED � i - . - - -- - S ' 5 _ , , I , ! _I ... .. . : i _._.. I ....._..._... I i : I __ _. _ I ! eveIFND — — i " . -- : , ORELEVATION �i : � � , i...' -4 -4�.... NORTH DRAWING SHEET NO: SCALE: 1/4"=1'-0" ARCHITECTS: SAMUELS+ 2 STEELMAN -350.0 ADDRESS: Level ROOF 25235 MAIN ROAD 23 -8 CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: ENGINEER: ~ COMPANY STREET NEW YORK, NY 00000 OWNER: Level T•0•W OREGON ROAD ESTATE VINEYARD LLC 14'-1 � 13050 OREGON RD _ P.0 BOX 523 CUTCHOGUE, NY 11935 co 1 , �* cn REVISIONS: Level 1 PERMIT SET 1.15.24 10'-0" EXISTING METAL SIDING NEW OVERHEAD METAL ELECTRIC GARAGE DOOR NEW DOOR / EXISTING DOOR o / � 1 o PROJECT NAME: / Level RP OT rI nno .............. Level Grade ........_.... __: ... .._._.. !.. .. ......... ... _....! :.. ... i ... _ ...__._...... -----. I I ! ..:............... — 5 I ! . I - _... f - - - - -- -- - _: ... _..... -' .._....-- .............. I I I I .. .......... . .... ........ ......... ... ...... ....... _.. ............... ..... .... .... .._ .... .. : i I I' _.._.... _.._... I ; 1. - : _. - _. I I I: - - i i .. . ............... ....... . _............. _............I Level '_-4 I : .. (. - I ! 2 EAST ELEVATION SCALE: 114"=1'-0° 0 1 -350.0 Level ROOF 23'-8" 0 EXISTING - Q (D METAL ROOF U) — Level T.O.. W � 0 14'14'-1" PROJECT ADDRESS: 1 OREGON ROAD Level CLG CUTCHOGUE, NEW YORK 10'-0" EXISTING METAL SIDING D AfZC ti NEW WINDOWS° h`r Gtr 1 Q f3 CD C `s�,9j, 04436 OQ�' SOF NE�� Level F RST FLOOR II _.... r ! I ...... I i ! . I i _ _ ,. _..... _..__.. _.... _ __... DRAW ! I I , _, ;.: -Level de. NBY• I : : : IAuthor : I : : I ! - I _.... DATE: 1/16/202411.54.14 AM EXISTING METAL DOOR ! - - ! ; i.. _ .._...__... _.... : I _..._ I.:::: _._...___ __.._.__..__ _._...._. ...._...._. .__..... .. ....._. i _.-_.._..__ .... .. .... .._. - I ._'_'_ - I I Leve - : : � - DRAWING SHEET NAME: I : ! ELEVATIONS SOUTH ELEVATION SCALE: 114"=1'-0° DRAWING SHEET NO: ■ ARCHITECTS: SAMUELS+ 1 STEELMAN -350.0 ADDRESS: 25235 MAIN ROAD Level ROOF — — — — — — — EXISTING METAL CEILING — — — — — CUTCHOGUE NY 11935 23_8 3'-8" 631-734-6405 EXISTING ROOF CONSULTANTS: WITH NEW INSULATION it It COMPANY STREET NEW WOOD FINISH CEILING — NEW YORK, NY 00000 EXISTING EXTERIOR — OWNER: WALL END TRUSS OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD Level T.O.W_co — P.0 BOX 523 CUTCHOGUE, NY 11935 14'-1 015 REVISIONS: PERMIT SET 1.15.24 Level CLG — — — — — — — — — — — — — — — — — — — — — — — % ' %.N NEW CEILING STfNG ARE ,' ' ' PRIVATE TASTING ROOM HALL STORAGE 004 � 010 NEW GLASS STOREFRONT — SYSTEM 04 NEW WINE RACKS — ' ` ` , PROJECT NAME: PALLETS Level FIRST FLOOR o„ LL a a n — — Level Grade EXISTING CONCRETE FOUNDATION ,A 44 � Level FND — J 41-4" 1 -350.0 0 Section 2 SCALE: 1/4"=1'-0" > 2 w -350.0 0 Level ROOF — — — — — — — _ — — — — — — — — — — 23 -8 (D < Uj EXISTING ROOF W/NEW INSULATION 4" EXISTING TRUSSES NEW GLASS STOREFRONT SYSTEM -- 0C? PROJECTADDRESS: Level T.O:W OREGON ROAD CUTCHOGUE, NEW YORK NDAR cy rh Level CLG �� SNE JEANS 10—_on _ SERVICE AREA — EXISTING EXTERIOR WALL * ? A, 1,4". CD ENTRY TASTING AREA X4436 NEW BARN DOORS qT OQ' 001 ,'/ 002 TO PRIVATE TASTING ROOM FOF NE�� t 0 DRAWN BY.. Author Level FIRST FLOOR DATE: 1/16/202411:54:24 AM 0" SCALE: 114"= 1'-0" 4 A - 9 d — _.. ... Level Grade 5 DRAWING SHEET NAME: c e - _ o 11 EXISTING CONCRETE FOUNDATION a SECTION Level FND - 2 DRAWING SHEET NO: -350:0 Section 1 SCALE: 1/4"=1'-0" A=350000 ARCHITECTS: SAMUELS+ STE ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS; ENGINEER: COMPANY STREET NEW YORK, NY 00000 OWNER: OREGON ROAD ESTATE VINEYARD LLC 13050 OREGON RD P.0 BOX 523 CUTCHOGUE, NY 11935 REVISIONS: PERMIT SET 1.15.24 PROJECT NAME; O O LU W ' T? 6"METAL STUD e• 6"METALSTUD SEE RMS U) 3C WITH SOUND ATTENUATION BLANKET ZC WITH SOUND ATTENUATION BLANKET 51rr „ SEENA;S o O 3 516”METAL STUD 2B 3 518 METAL STUD WITHOUT SOUND ATTENUATION BLANKET WITHOUT SOUND ATTENUATION BLANKET 1A ' 3518"METAL STUD O Sir? 35/8"METAL STUD SEERANS SEEPANS BERMS WITH SOUND ATTENUATION BLANKET WITH SOUND ATTENUATION BLANKET PROJECTADDRESS: UNDERSIDE OF SLAB UNDERSIDE OF SLABUNDERSIDE OF SLAB UNDERSIDE OF SLAB UNDERSIDE OF SLAB OREGON ROAD CUTCHOGUE, NEW YORK SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE BOTH SIDES BOTH SIDES BOTH SIDES BOTH SIDES BOTH SIDES STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN 2'-0"O.C.MAX AS REQ'D 2'-("O.C.MAX AS REQ'D 7-0'O.C.MAX AS REQ'D 2'-0"O.C.MAX AS REQ'D 2'-0"O.C.MAX.AS REQT) RED ARCy/ MTL STUD 16'O.C. MTL STUD 16"O.C. GUSSET PLATE 2-0"O.C. GUSSET PLATE 2'-0"O.C. N� EAN �� SOUND ATTENUATION SOUND ATTENUATION VERT VERT BLANKET BLANKET MR STUD 16"O.C, MTL STUD i6'O.C. MTL STUD 16'O.C. SOUND ATTENUATION SOUND ATTENUATION SIZE TO FIT OUTLET CONDUIT Pa GYP.BD.EACH SIDE, ee GYP.BD.EACH SIDE, BLANKET BLANKET USE CEMENTITIOUS USE CEMENTITIOUS (2)5?GYP.BD.EACH SIDE, (2)Y8'GYP.BD.EACH SIDE, o BOARD AT WET AREAS BOARD AT WET AREAS USE CEMENTITIOUS USE CEMENTITIOUS BOARD AT WET AREAS BOARD AT DIET AREAS GREEN GLUE ST,�T 04436 STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN OF NES STEEL TRACK,FASTEN STEEL TRACK,FASTEN 2-0'O.C.MAX AS REQ D v 2'-0"O.C.MAX AS REQ'D 2'-0"O.C.MAX.AS REQ'D 2'-0"O.C.MAX AS REQ'D 2'-0"O.C.MAX AS REQ'D SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE DRAWN B Y.- Author SEALANT&TAPE SEALANT&TAPE BOTH SIDES BOTH SIDES BOTH SIDES BOTH SIDES BOTH SIDES /4: CONT.FIRESTOP CONT.FIRESTOP DATE; 1/16/202411:54:28 AM SEALANT BOTH SIDES SEALANT BOTH SIDES TOP OF TOP of - SCALE; 1/4"= 1'-0" CONCRETE FLOOR CONCRETE FLOOR TOP OF TOP OF TOP OF DRAWING SHEET NAME: FLOOR FLOOR FLOOR TI tDNON-RATED. -RATED 4 718" LN -RATED 5112" NON-RATED CHASE WALL UR RATED WALL NON-RATED FURRING WA L L TY P E S 9'.,'-0' SCALE _,'-0' $fCMS � SCALE 3-,'-0' OTC--50 4A �2HQm 3'■1'-0' ST,aSCUE: S•,'-0'UNDATTENUATION UND ATTENUATION WITH SOUND ATTENUATION D ATTENUATION WIIHOUTSOUND ATTENUATION ED 4 718" -RATED 5112" 3B 1 HOUR RATED CHASE WALL3'•1-0' STC 43 7.1'd STC 4S SCALE 3.1'-0 SfC=50SOWDATTENUATION SDIA�ATIENUATION WfTHOUTSOL'NDATTENUATIaNDRAWING SHEET N0: -RATED 7114" -RATED 6' 3C 2 HOUR RATED CHASE WALL 9'=1'-0' STO.43 9'-1'-0 SfC•43 SCALE: S'=T-0 STOIUNDATTENUATION UNDATTENUATION WITHSOUNDATTENUATION WALL TYPES A=600 , 00 IIIVV T muoou° �� FOR INTERNAL USE ONLY I N ' "t-A -UM T� MI I �C31 FEB ,1 — D ._ lI"1 G W a l_D Date Sent:. . GIa �uurrri..Crarl...... .......... at.e: ..°� _...�.. . ._� . . Project PName Dia Project Address: Suffolk courity'fax Map No.: 1ttCDCD- � .. .�- Zoning District: Request: Al -10f AL9.-111 (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be Submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required:__.. �_-. p ....... 0 - 30 - 201L °° r 4 w _._ Sign atur 'Building Inspe �r -------------------------------------------------------------- Planning Department(P.D.) Referral: -- ..... _. P.D. Gate Received: ,�� ✓ )�'.._ /.__ � Date of Comment: > fak CorxamentS. c .__ Signature Of Planning D a Staff Reviewer Final Determination ination Date; ..._._._....._./__..._.................. Decision: Signature of Rerilding, Inspector RECEIVED FOR INTERNAL USE ONLY .. w....._._...._......._....._.. ' SITE PLAN USE DETERMINATION FEB 14024 Initial Determination Plapning Baard .. Date: _� _. / Date Sent: Project Name: �w �.. qa5 Project Address: . Suffolk County Tax Map No.: Zoning District:. Request: _ � m .M: . .._._ (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to �..__..._W...� ..�__�....__w�.. .. .Mw._.._�.__..__.- whether site plan is required: - 30 . 20 1 Z Signature uilding Inspe r Planning Department (P.D.) Referral: P.D. Date Received: Date of Comment: Comments:—, Signature of Planning Dept. Staff Reviewer Final Determination Date: —J Decision: Signature of Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 a. 802 � Naws^ sM� fl o cpb�one 6,631) J7G�5-1 F"�.�,.x'6'? � K Y l )y�' Date Received APPLICATION FOR BUILDING PERMIT M k For Office Use Only J A l� 1 7 2024 PERMIT NO. Building Inspector.-__-- Applications nspe tor. __ww Applications and forms must be filled out in their entirety.Incomptete applications will not be accepted_ Where the Apnikcant is not.the owner,an 0woer's Authorization Corm(Page Z)shall be completed. Date: OWNER(S)OF PROPERTY: Name:OREGON ROAD ESTATE VINEYARDS LLC SCTM#10W-_83.-3-2.1 ...... Project Add'....._._ ... ............ _ ... ..µ..._. ..... ... d ....... _.... _...�.._..,. I . _Aress 13050 Oregon Rd, Cutchogue, NY 11935 Phone#:631-734-11M00 Email:susan@suhruwines.com Mailing Address:pp BOX 523 Cutchogue, NY 11935 CONTACT PERSON: Name:KATHERINE SAMUELS Mailing Address:25235 Main Road Cutchogue, NY 11935 Phone#:631-734-6405 Email:kate@samuelsandsteelman.com DESIGN PROFESSIONAL FESSIONAL INFORMATION-- Name:ABOVE Mailing Address: Phone#: _..�.._.._.. .._.�w.� ...�...�- Email: CONTRACTOR INFORMATION' Name:TBD Mailing Address: Phone#: iDECCRIurInly OF PROPOSED CONSTRi„x"04 ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other_-.._...... _____�w_w� Will the lot be re-graded? ❑Yes*No Will excess fill be removed from premises? ❑Yes *No 1 SAMUELS+ STEELMANy m -1 Na4 631-734-6405 a Samuelsandsteelman.com Board of Trustees Town Hal Annex PO Box 1179 RE: Oregon Road Estate Vineyard Southold, NY 11971 13050 Oregon Rd, Cutchogue, NY 71935 SCTM# 1000-83.-3-2.1 Dear Permit Administrators, We are applying for a building permit, however we have been notified that we will likely receive a letter of disapproval for our project at 13050 Oregon Road in Cutchogue. We have attached our permit application and permit set for your review and comment. Please don't hesitate to contact Kate Samuels at G�a� � r�w�:1.ulne <�Bo��1r�. �rr Sincerely, SAMUELS & STEELMAN ARCHITECTS PLLC Kate Samuels, Principal Architect North Fork 25235 Main Road Cutchogue, NY 11935 New York 115 Broadway Fir 5 New York, NY 10006