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o 7A c^ LOT OIIN8R59IP OdT.I .�m KEY XAP 500' RADIUS MAP OF PROPERTY SITUATE MATTITUCK TOW N OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-06-22.1 SCALE 1"=100' SEPTEMBER 28. 2018 o o y e y4 ram, m zy 1 \ � r \ � r 1 / 1 r r Nathan Taft Corwin III Land Surveyor SURVEY OF PROPERTY FOR 9025 MAIN ROAD, LLC SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.TAX No. 1000-122-06-22.1 SCALE 1'=10' ""EMBER 25.2018 S N1 � �xx�keirt� Scale 1" = 40' 4oe' ti �9 lyG vG • � 0 �da • ts_ 14 ♦ ✓d /,r>z 4G49 a�v^ Nathan Taft Corwin III Land Surveyor �M KEY MAP 9 aCAII t'•aa9' Scale 1• 40' SITE PLAN FOR 9025 PAIN ROAD,LLC SD'UAfS DfATTITNCK TOWN Of SOUTHOW / SUM LK COUNTY,NEW YORK Im 1pa 2Lt yCYy / �•�n e. / \ =.��'aa• a \'\\ + /, .f roes / \ a� Nathan Ten Corwkl N _ Y Land Surveyor ju s � r 8 \ I Ali 0. A A- 1 UN9KII.�.�f �* N � pN FRlyEBT F WIl88fR I ire / t STATE i e}i sv i PS, !.• tom, ' FORM NO. 3 owm D ,1 TOWN OF SOUTHOLD BUILDING DEPARTMENTSP SOUTHOLD,N.Y. THOLD TOWN � IBOARD NOTICE1 OF DISAPPROVAL DATE: March 2 , 2018 RENEWED:ED: November 15,2021 AMENDED: November 15,2021 AMENDED: December 3,2021 AMENDED: December 1.4, 2022 AMENDED: March 1, 2023 AMENDED: September 1.9,202 TO: JeanMarie Killeen(9025 Main Road LLC) 100 Motor Parkway, Ste 3 00 Hauppauge,NY" 1178 Please take notice that your application dated February 20, 2018:. For permit to: construct a 2-story hotel resort containiing 81 uest rooms with caretaker housing units at: Location of property: 9025 Ma"I'n Ro a, �::._. a,1ti1 � County Tay Map No. 1000--Section 122 dock.E Lot 22.1 &2 Is returned herewith and disapproved on the following grounds: 1 ° w��o se coitstr ct o �e ages S eci �� trio r vat fro. �o ofA p and site leg rova '` frog the Southold, ova l� ��� You may now apply to these agencies directly. This.Notre of Disapproval has been amended to reflect the revised plans received on 911.5125. p Authorized S i'p at are Nate 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 CASE]M • • Case Development Inc VAL 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522pISAppRO Proposed Mattituck Hot -el www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: SEP 1 9 2025 F6A SC'JTHOLDTOh'N GREGORY SHARP ARCHITECT,PC Mattituck , PLANTING uOARD 9025 Main 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM 1\\ A Project Developed By: < r PRIETO FOUNDER +CEO VIVO HAUS y VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 ys PEE a TABLE OF CONTENTS Y+�S�Q�P��P Op6 \ S� ` i NEW SUFfOLK AVE ;� T-001 TITLE PAGE S-001 SURVEY S-001.2 500'SURROUNDINGS Mattituek Mar`ratooka D — m o Pond A � T-002 ZONING m Z T-003 FEMA FLOOD MAP Aa SOUND AVE T-004 EXISTING CONDITIONS � � BUNGq U y A-001 PROPOSED SITE PLAN + LANDSCAPING Ma ituck Project Owner: td ; < Air ort z A-002 PARKING + CIRCULATION PLAN I: p ° A-003 FIRE TRUCK ROUTE PLACE PLAN MATTITUCK HOTEL DEVELOPMENT, LLC ARK AVE �a A-004 SECOND FLOOR ON SITE PLAN 9025 MAIN ROAD P Point MATTITUCK, NEW YORK 11952 o A-005 PROPOSED FIRST FLOOR PLAN A-006 PROPOSED SECOND FLOOR PLAN <Z cAa��` A-007 PROPOSED ROOF PLAN A-008 PROPOSED ELEVATIONS& SECTION hw A-009 RENDERINGS 5 A-010 LIGHTING PLAN Laurel Lake A-011 SOUND/NOISE DIAGRAM A m oR C 1.0 GRADING AND DRAINAGE PLAN C 1.1 DETAILS-SEWER AND WATER C 1.2 DETAILS -SEWER AND WATER `J' + PROJECT ,�, STRUCTURAL ENGINEER C 1.3 DETAILS -DRAINAGE o Laurel LOCATION CA C 1.4 DETAILS-UTILITY C 1.5 DETAILS-SITE C 1.6 DETAILS -EROSION AND SEDIMENT CONTROL C 1.7 DETAILS -PAVEMENT MARKINGS AND SIGNAGE PROJECT ENGINEER �I C 1.8 DETAILS-PLANTING Z 9 ?� pp S F NOTES a �vG ��• y v l SYMBOL LEGEND See Detail 15 Door Number �3 -- Wall Type A8 Elevation 0.0" Elevation Target x r A8 Section Cut Revision Window Number �. North Arrow: ... � . DRAWINGS AND SPC;ECIFICATIONS REPRESENTED AND OR 1II q INDICATED HEREBY,ARE THE PROPERTY OF CASE I I ► """"" DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE "�....,�� OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY \ � '' t' �°'"' � `• CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM A • J E CASE DEVELOPMENT. d tir t DRAWING INFORMATION x, ISSUED FOR REVIEW 5/30/2024 p- - 771 ti A 81-Key Luxury Resort and related t amenities located in Mattituck, developed by: D-Wayne Prieto + Founder + CEO, VIVO Haus VIVO Investment Partners, LP `r PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, IVY 11952 TITLE PAGE DATE: 05/30/2024 F—O AIRS, PROJECT No: MATTITUCK 2024 ¢'g OQV CASTE tiV DRAWING BY: GS/AS CHKBY: Q' DWG No: e •' T-001 .00 CADO No: BSCAN: i CASE • Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: SUBJECT Y' PREMISES °`, c SCTM No. 1000-122-06-22.1 y 'to GREGORY SHARP ARCHITECT,PC M19\ d A, � 145 PALISADE STREET, SUITE 211 '10 DOBBS FERRY SCTM No. 1000-122-06-26 °� (4.361 cc. �° ��Lo"° OFFICE 914 478 4170 CELL 917 597 1982 z INFO@CASEDEVELOPMENT.COM 0 KEY MAP SCALE 1"=600' A Project Developed By: ao o ao eo tzo \ \ D-WAYNE PRIETO Scale 1" = 40' \ _ FOUNDER + CEO, VIVO HAUS SITE PLAN FOR VIVO INVESTMENT PARTNERS, LP \ / j 9025 MAIN ROAD, LLC HTTPS://VIVOHAUS.IO SITUATE MATTITUCK / 1r TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK $\� % S.C. TAX No. 1000-122-06-22.1 1000-122-06-28 SCALE 1"=40' SEPTEMBER 25, 2018 / Vc� %Q' \ AUGUST 14, 2020 SITE PLAN FEBRUARY 14, 2021 REVISE �/ p\o ,;� JUNE 23, 2021 UPDATE SURVEY A�/ �r° Project Owner: LOT AREA DATA ; \ / 100 TAX No. szs,ns N.- MATTITUCK HOTEL DEVELOPMENT LLC qj / loar-Izz-a-zz.t 7.aa... + S.C.TAX No. 9025 MAIN ROAD 1000-I z2-oe-2e a.%1... /`4+ TOTAL 6I',Ms 16 MATTITUCK, NEW YORK 11952 ` /\per e9 415,,° 4, •1 'V/022 t' '°. OIIN�S MAIN ROAD,LLC MATTIITUCK095 NNEW ROAD, 1952 STRUCTURAL ENGINEER / / � :sa e•'3 PROJECT ENGINEER dI`a � 06 / • _ ,.:. "' ` 9 NOTES m° A 0 e.� :d�l • , \ opt 0. F — SYMBOL LEGEND 15 Door Number See Detail / , ��� •\ mar_ ' . x, °c \ 03 — Wall Type i Elevation 0.0" Elevation Target � � ea c\ .•I. ,,r 7 f ! �,. / 8 Section Cuit at 'd g • 4-- # / Revision --- - , '•` ',`, , `,` ' ! �b •\4'`•;, rr'' � Y "` a ,. ` tuber .40 ` `,``` ``,` ' ! °'�' �_ J ip0 1 1 Window NU eM1{,r ,,.. � �A. .. J, i : r i„i r' I,u' `+ �� P � • '�,,o.. .Q e t. �.. ,,�. -z, .y / �i„� North Arrow: o F ek,. e •\ <' `d;� a e j�tQ' f7\ i i �J 0, r', t'� '' _� 1 't t ` t ` e-''r r '-l'', '!',, + ,' � ��� � �w'z •� .t '� p<,y' ,P'� f�j• /,{`•,/ 4wQ,r tJ.e. E.;i,,;r r i`t' r , r i r `-' + _ ', ' `sz?,` �, r � \, � 4• 2'�. `_, .i./SlQ' ` * °, ,/• '-S/�;`•° DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR �►,. ; + , , + + ` /' "', /` J,' �• s erxsoo•c Tte,xs \ i �'' INDICATED HEREBY ARE THE PROPERTY OF CASE �, �� • ° ;' 1 __ DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE "`` •\ = �• / OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY + '`..'}, /r,- tars xux"00 su ` r ,+ + _ -w.,.. S tCla'20• � Z e ` Y , too's N N M_X a -` 13.96 R ANY PARTIES OTHER THAN THOSE AUTHORIZED BY c rrtmucK 0r nAbT __- 1 / �' 1 / CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM go ;' - '•' 'S.C.TAX No. t000-tzz-o6-xe � _`-'� _,• ® •\ �• f' �J j / -_--- - _KY S 159.06' N erxsoo-w sz.10 R., ' w. %j / CASE DEVELOPMENT. ao'zo• - \ 4 1. - ` l •J' _•.-_- -J O _ Y54. Y *( E • �• _ _ «, ;: ✓� / DRAWING INFORMATION _ ISSUED FOR REVIEW 5/30/2024 AILAL "• ,610} A.. ... ° '' pK �t,,� / / 11` 114 P AL AL � AL AL Pp 'e./• / / I r i i r "ALL r r , , r , r r b •y� / //� AL ` i r A L •O} qr ''r/ r, rr' ' i - •A AIL }•O 1� / y / AL 0 - St AI` � j/ !� / A 81-Key Luxury Resort and related amenities located in Mattituck, 'r ye!ti}04 developed by: / \ oy= � D-Wayne Prieto 10-1 Founder + CEO, VIVO Haus VIVO Investment Partners, LP / o / PROJECT: / / !/ THE MATTITUICK RESORT / r i 9025 Main Road, I Mattituck, NY 11952 SURVEY � S- 001 . 00 N.11.U.�.80467 SURVEY K.,a—. Nathan Taft Corwin III w Land Surveyor M,nA tw,con'S AYm fGl« MOsm A.Y AWL xoT e[m,sAoen f"n.oaA•WennoW' 'AWLA 8-TA Js-�ip A Md J1.L& - o ,a.• DATE: 05/30/2024 ,mL eaM•..oa,.,rm..a,.,•o aA,svn+-51A•.1iir-SA,aor- Ca,sheefb. mac(alpn-2m 1-(a0m-172T ,uinn a.•n.mo Nc•m WWvw.r. vx teemrx«eeAn«an mtrEs marto AT rwnc sawea E ARC PROJECT No: MATTITUCK 2024 wo/oe rau.am«e[w.o./ tsee rat,r.r ►.0.6e.fe J c °A.,.m-c,m e-I-T w;ALL . +...s«t",.r".nA0 +.•.e.,,.",.rA.41- �OQ,I CAs,I,s��� DRAWING BY: GS/AS ---- -- — -- - �, y, 0 CHK BY: 2 7` C7 �p DWG No: S-001 .00 CADO No: BSCAN: FCASE • -ase Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: F&qA GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM IS C Q��R GIS DATA View, Download, Connect D WAOYNEtPDR ETOIOped By: News About Status (https://gis.ny.gov/gateway/orthoprogram/index.cfm) ( Web Services (http://gis.ny.gov/webservices/) Help Contact Us FOUNDER + CEO, VIVO HAUS '■� ,, ,,.,,,�, VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 y I w t } ,e _ wi 0 117� �, ARCH Pr oject Owner: p� ' MATTITUCK HOTEL DEVELOPMENT, LLC t. ,u 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 , 1 t °d STRUCTURAL ENGINEER PROJECT ENGINEER TT� L I ... , NOTES 4}. f SYMBOL LEGEND_ See Detail Door Number ✓4 r 3�-- Wall Type " AS Elevation 0.0" Elevation Target 1 Section Cut ® Revision 1 1 Window Number � I ` ' "' North Arrow: r , DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR y INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY �? #� CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM III' 1i CASE DEVELOPMENT. DRAWING INFORMATION x, ISSUED FOR REVIEW 5/30/2024 { A 81-Key Luxury Resort and related ' amenities located in Mattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 500' Surroundings Around Site Plan 1 500 SURROUNDINGS SCALE: ns SEAL AND SIGN DATE: 05/30/2024 ,��ftED qqc PROJECT No: MATTITUCK 2024 �g OPY CAgF ��� DRAWING BY: GS/AS CHK BY: Q C7 - DWG No: i o? S-001 .02 CADO No: BSCAN: OZoning C A S E • - Zoning Schedule As Per Town Of Southold ZONING SCHEDULE -B- GENERAL BUSINESS 280 ATTACHMENT 4.1 ROOM TABLE Case Development Inc 145 PALISADE STREET, SUITE 211 Chapter 280 Attachment 4:1 - - -------- ---- - Design Criteria- ITEM REQUIRED/ALLOWED PROPOSED LOCATION FLOOR 1 FLOOR 2 TOTALS ORBS ERR www.casedevelolopmenent.comcom Exist-Land, no previous improvements. MINIMUM REQUIREMENT _ BUILDING A 5 RMS 12 RMS 17 RMS Office 914 478 4170 Cell 917 597 1982 Exist-Driveway Coverage = (+/- (0 square ft.) LOT SIZE 30,000 S.F. 515,233 SF. BUILDING B 0 RMS N/A 0 RMS Exist-Site Coverage Elements = (+/-0 square ft.) LOT WIDTH 150 FT. 465 FT. BUILDING C N/A 64 RMS 64 RMS_ Project Architect: SCTN 1000-122-06-22.1 LOT DEPTH 150 FT. 693 FT. TOTAL 5 RMS 76 RMS 81 RMS SCTN 1000-122-06-28 LANDSCAPE AREA 35% 412,623 FT. (80%) TOTAL ROOMS 81 Zone -B-General Business* SETBACKS HOUSING APARTMENTS TOTAL 3 Lot Size -515,233 SQFT. FRONT Variable` FT. 34' GOLF SWINGS AREA WET AREA/SURF CLUB [& A LOT COVERAGE 30%SQFT. - -- - (5,624 S.F.) KIDS SPLASH GREGORY SHARP ARCHITECT,PC Lot Requirements B-General Bussines REAR 35 FT. 35' RESTAURANT 225 SEATS (9,417 S.F.) 145 PALISADE STREET, SUITE 211 Minimum Required Yards SIDES 25 FT. 25'-0" CATERING HALL 300 SEATS DOBBS FERRY Front Variable'Main Road BOTH SIDES 50 FT. OFFICE 914 478 4170 CELL 917 597 1982 Side PARKING SPACES 311 378 INFO@CASEDEVELOPM ENT.COM Rear 35' MAXIMUM REQUIREMENT DIMENSIONS Zoning Sq.Ft. Diagram A Project Developed By: Pervious Lot Area= 116,580 SQ.FT. (35.8%) LOT COVERAGE 30% 102,610 sgft. (20%) Impervious Lot Area= 208,696 SQFT. 64.2% p ( ) BUILDING HEIGHT 35 FT. 34' D-WAYNE PRIETO Building Coverage = 102,610 SQFT. FOUNDER + CEO, VIVO HAUS Heated Space = 116,555 SQ.FT. NUMBER OF STORIES 2 2 VIVO INVESTMENT PARTNERS, LP Basement - ZONING SCHEDULE -B- GENERAL BUSINESS 280 ATTACHMENT 2 RESTAURANT+BAR KITCHEN SERVICE HTTPS://VIVOHAUS.10 Floor 1 47,661 (3,781 S.F.) (2,437 S.F.) Floor 2 41,559 ITEM REQUIRED PROP. EMPLOYEE AREA/ /ALLOWED SERVICE AREA MOTEL, HOTEL OR CONFERENCE CENTER GUEST UNIT EMPLOYEE'S (5,119 S.F.) UNDER HOUSING GUEST UNIT WITHOUT UTILITIES 6,000 PROPOSED (2,610 S.F.) 81 KEYS UNDER GUEST UNIT WITH COMUNITY WATER 6,000 PROPOSED Project Owner: 81 KEYS MATTITUCK HOTEL DEVELOPMENT, LLC GUEST UNIT WITH COMUNITY WATER AND SEWER 4,000 9025 MAIN ROAD SERVICE AREA MATTITUCK, NEW YORK 11952 (2,343 S.F.) SITE STATISTICS DESCRIPTION FSFIT PROPOSED QTY EXISTING QTY WELLNESS CENTER/ AREAS CATERING HALL ENTRY HALL SPA AREA EAST PARCEL 325,273 325,273 (12,916 S.F.) (2,107 S.F.) (6,556 S.F.) BUILDING COVERAGE 103,484 57,408 BUILDING A SF 5,945 - BUILDING B SF 69,809 BUILDING C SF 4,503 HOTEL ROOMS DECK/POOL AREA SF 23,227 - (1,975 S.F.) STRUCTURAL ENGINEER PAVEMENTS SF 119,265 198,288 LANDSCAPE SF 102,524 69,577 WETLANDS SF - - OTHER LANDSCAPE SF 102,524 69,577 SF LOBBY/OFFICES WEST PARCEL SF 189,984 189,984 (3,624 S.F.) BUILDING COVERAGE SF 240 - PROJECT ENGINEER VWVTP BLDG SF 240 PAVEMENTS SF 75,097 - LANDSCAPE SF 114,647 189,984 WETLANDS SF 18,426 18,377 OTHER LANDSCAPE SF 96,221 171,607 TOTAL SF 515,257 515,257 TOTAL WETLAND SF 18,426 18,377 EASEMENTS SF 11,621 NOTES BUILDABLE LAND SF 485,210 496,880 r SYMBOL LEGEND AN Ag See Detail 15 Door Number 1 D- Wall Type x A8 Elevation 0.0" Elevation Target R A8 Section Cut Revision UPPER LEVEL 2ND FL. HOTEL ROOM-INCLUDE Window Number D PORCHES-TERRACES a (36,087 S.F.) North Arrow: T m I DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR B INDICATED HEREBY ARE THE PROPERTY OF CASE B DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY TOTAL SQFT. CHART P CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. LOBBY/OFFICES HOTELIST FL. (3,624 S.F.) DRAWING INFORMATION �. '�N u LOWER+UPPER LEVEL HOTEL (43,534 S.F.) 0 1 ST FL.-21ND FL. RESTAURANT+BAR (3,781 S.F.) ISSUED FOR REVIEW 5/30/2024 LOWER LEVEL 2ND FL. HOTEL ROOM-INCLUDE ENTRY HALL (2,107 S.F.) PORCHES-TERRACES SIGH Fi < �ti jN o (5,472 S.F.) SERVICE AREA (9,899 S.F.) CATERING HALL (12,916 S.F.) m EMPLOYEE'S HOUSING (2,610 S.F.) WELLNESS CENTER AREA (6,556 S.F.) S Ff J WET AREA/SURF CLUB (9,417 S.F.) _ o � - GOLF SWINGS (5,624 S.F.) A 81-Key Luxury Resort and related TOTAL SQFT. HOTEL (100,068 S.F.) amenities located in Mattituck, EZoning Map developed by: SCALE: NS D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: THE MATTITUCK RESORT 51 as° M w 4Fa �` H .,S °44 � �` •j`C ,w N1 n ti q 9025 Main Road, Mattituck, NY 11952 - - - - tli',.;A. X. - ... .,.- - - - �r a �2 �e" rs„ r, i+, t'?t!k 10 0 y, .y ..n .. :et+a •. Bi','� i G YJ,.,;,� u,e" Y'.'� -v tf .F,.'• d a l pQ �e+y- �f ZONING k , • + .-z . . - .4..tY ' 'IrKI A Fin I DATE 05/30/2024 RF'O AR PROJECT No: MATTITUCK 2024 C+ti DRAWING BY: GS/AS CHK BY: C7 - DWG No: J55 HOBSON DRIVE 9255 MAIN ROAD 9249 MAIN ROAD 0 Zoning Diagram - Front Elevation T-002 .00 CADO No: BSCAN: FCASE � - Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Nat 'ional Project Architect:r rtiz -: : FEMA 72032'51"W 40059'13"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 14RPA°R E SHARP RARPSARE 2IiTECT,PC .,° DOBBS FERRY Without Base Flood Elevation (BFE) o ,NF ELDPM T F OFFICE 914 478 4170 CELL 917 597 1982 74 a ,. . :,. ,-,; 0@CASEDEV EN .COM Z e A A V 99 . . ... a . �7s 40ki ww Project Developed By With BFE or Depth zone AE, AO, AH, vE, AR I SPECIAL FLOOD D-WAYNE PRIETO ui HAZARD AREAS Regulatory Floodway FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP NEW I= f HTTPS.//VIVOHAUS.IO 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average : r depth less than one foot or with drainage m areas of less than one square mile zone X Project Owner: Future Conditions 1% Annual MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD Chance Flood Hazard zone X MATTITUCK, NEW YORK 11952 u Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. zone X - FLOOD HAZARD Area with Flood Risk due to Leveezone o No SCREEN Area of Minimal Flood Hazard zone X Effective LOMRs STRUCTURAL ENGINEER OTHER AREAS Area of Undetermined Flood Hazard zone D GENERAL - — - - Channel, Culvert, or Storm Sewer PROJECT ENGINEER STRUCTURES Levee, Dike, or Floodway 20.2 0 B - Cross Sections with 1/o Annual Chance NOTES 17.5 Wa ter Surface Elevation 01N of' � { �, FL00D R�° - 8 - - - Coastal Transect ,.. . i' evation Line (BFE) 3608 ,. 513� Base Flood El 1 ' . �t of Study SYMBOL LEGEND Lim A8 See Detail Door Number Jurisdiction Boundary 1 �3 Wall Type A8 Elevation " Elevation Tar --- --- Coastal Transect Baseline 8 � get ., 1 Section Cut OTHER A8 Profile Baseline ,- �� � ZL Revision 11 Window Number ,._. FEATURES Hydrographic Feature i North Arrow: Digital Data Available N No Digital Data Available DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR - - INDICATED HEREBY ARE THE PROPERTY OF CASE MAP PANELS DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE Unmapped OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. The pin displayed on the map is an approximate DRAWING INFORMATION point selected b the user and does not represent p y p ISSUED FOR REVIEW 5/30/2024 an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards A 81-Key Luxury Resort and related amenities located in Mattituck, The flood hazard information is derived direct) from the developed y P D-Wayne Prieto authoritative NFHL web services provided by FEMA. This map Founder + CEO, VIVO Haus was exported on 8/12/2021 at 10:40 AM and does not VIVO Investment Partners, LP reflect changes or amendments subsequent to this date and PROJECT: time. The NFHL and effective information may change or THE MATTITUCK RESORT become superseded by new data over time. 9025 Main Road, Mattituck, NY 11952 This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, ° FEMA FLOOD MAP , legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for ............................................111111 11111111111117� Feet 1 . 72032'14"W 40058'46"N unmapped and unmodernized areas cannot be used for DATE 05/30/2024 . 6 ��0 ARC, PROJECT No: MATTITUCK 2024 regulatory purposes. Ogg aPv CAS+c s V DRAWING BY: GS/AS 0 250 500 1 ,000 1 ,500 2,000 ti CHK BY: Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 DWG No: T-003-00 CADO No: BSCAN: I �����������������l--- 1- ����������l--- �����������������l-- �����������������l- 1 -- I I I � ��������������� �������������� ���������� III I I 1 � �������� � 11 � ___ DEVELOPMENT I Case Development a.,.t x , ,: . �.�,�x,, . I, .- PALISADE a. .' a 5*;Q�!'�f � >,.; s# 'SFr • a \ `.@ �` y y��!� , , q,r.r,. .,.t.. .;.. 8e{ 1.: _ .. „T x„�c ..._.,.:.�.«-_ ,.• ,:,...,. ,.'--.�,r,x -:.,.. .. -PCs:- - 'r :,s .:..... '.;x ., , q,t` .ter. _ ,. -, .:3 �.. ,r, l ..x,- _,. n .. :, ,• .,.. .< '+,. 41 . - - ,� I W I I - , I . t d �. >_.. a - �. c r f a+. :r w.,.,ollol . :.,.,q._ A..,v- w , '.,F;. �+•;- .e". a ►,. -rUI' r. :c••,.. 1. 1. a 1 : ,','' >.. -,., ..,. ..fi'°i .xt`S�-. t ,. .:-. ,L r 4. •:....kr`•.., r ::Y. 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'- �. r _ -A: _. _ _ .41 .._ ..,,�w r -:a� P:-°i :f.• 1, x .. s ,,, .' , _-, _ :,:,, -, , -- r:' � -.--- . I _- r , '.- : . : _ < , _- - , . ,,. � :: ., , „ ",, K yy =` ' • • • � I • • • • • s+i „^ - - - .r.0 v R 1 ;1 ,> _ 4 = • e• lated .., _ " - _ _. ,._d developed • • • • V • - • • . • VIVOInvestment Partners, ■ PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY • CONDITIONSEXISTING ,,►1 �, 1 CI•1 :�. • /- •. \ ..1. I . F64 • DWG No: ,I . , '� T-004.00 I �'x W ft- \ - - CASE DEVELOPMENT_ Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: qA GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 o DOM FERRY OFFICE 914 478 4170 CELL 917 597 1982 q ® I S O ` J Z � / INFO@CASEDEVELOPM ENT.COM y o a A Project Developed By: I m D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS 0 VIVO INVESTMENT PARTNERS, LP 0 � / HTTPS://VIVOHAUS.lO � o MIN. O ° 1 REQUIRED ^c1 0 o SETBACK 0 O o 0 0 0 o I O I O O X . O Project Owner: G x 0 y� MATTITUCK HOTEL DEVELOPMENT, LLC o �02 9025 MAIN ROAD o I I MATTITUCK, NEW YORK 11952 o O X 1. 0 b x N.CCy q I o ° Ch C O MIN. q o REQUIRED x o SETBACK 0 b I x x o •�, .� . �I � I ° STRUCTURAL ENGINEER X X x A q X O X x x x x x S .. o q > PROJECT ENGINEER q x � x ,< x p ,.tidy a � .. •� � mj� � ell °o q y a11J fir° O O+iJ r O aL.J ( 0 o6 °, •fin °O X (1 q Oq I 01 y .lVM3n1210 A •m I •;TEN I / q LL ' NOTES fn :a R r / °o q I � z� I N D � °oy NIS FACILM 01 � FII TENBUILDING o / IT MIN. (� o o BUILDING A I REQUIRED y�� �I a 0 q I O O SETBACK o -013� o fi O CD' OCOO c Oc H.,,0 ®° HOTEL ;m �� oI SYMBOL LEGEND I �O I m �tz I . b ® a 2 STORY zQa o / Ag See Detail 15 Door Number QLo® ®O BUILDING I �� [3- Wall Type 7 STORY �C� �� o o� / 1 q u BUILDING ��� O1I / 88 Elevation a a I `I 0.0" Elevation � E e ation Target El (1 I tvrn3nlao N 00 / . N 9 � �, N ;; / 8 Section Cut I �' Revision -56 q o i _-} ._.` - - + / Window Number € fl J� F }— —� �'I'2 ;q I V ����TT�� / - .' '•N � North Arrow: • u _i -� --r -� i€t 9oMIN. -r SETBACK rm _I I b a REQUIRED FT ► o Ch too I . Evergreen Tree o��� N Typical Planting__ Details Ell x�x o DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR ! 7,)�_t} o a �z I/ INDICATED HEREBY ARE THE PROPERTY OF CASE q T - SOLAR •y�•y �J�J H� N `'ek- , M 2 Scale: NTS _I DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE I BUILDING B COS r OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES, BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY L.T,..-. � cn�i Z > ® I N riMiz brree Sk pi f— es 1 STORY tree PI CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM t BUILDING a 12"Prard 13a11 CASE DEVELOPMENT. o n m free I'larrtinq 17etail DRAWING INFORMATION / m F 0. Z— ]q °O y � I LJ 1 � O > / � laaphicSeale +�,) (/�'�) (/�'�J ISSUED FOR REVIEW 5/30/2024 OU�` / � � street rree �xlst free � E Limit of Cedar M°kh POOL A 2,r5-36 rree Staples REA Se o Apo N Ian—� opsoil 12""aramd ball p `xlouo a Wire Fence r � �3'Nigh Installed p� Al0.lnel i=XlStlnq O It 1 jJ(Vj O Freestandirgrree free f lartincl netail 0 o s b O O o MIN. rreeProtectian o, 2. q. 0 o REQUIRED Nf5 f-LJ—I A 81-Ke Luxury Resort and related b � + Q 0 O / SETBACK Y Y GTRANRALROAD amenities located in Matirituck, q ° I (D �� a PLANT SCHEDULE AS PER 280-95 C. developed by: °° D-Wan Prieto PROPERTY LOCATION:9025 MAIN ROAD,MATTITUCK N.Y. BLOCK:6 LOT:22.1 y e eto q � / / °� `•' Founder + CEO, VIVO Haus o ABB. BOTANICAL NAME COMMON NAME SIZE Q IAN. b I O TREES VIVO Investment Partners, LP EX EXISTING TREE TO REMAIN / CF CORNUS FLORIDA FLOWERING DOGWOOD 7-8'HT. 21 q ➢ PROJECT: AR ACER RUBRUM RED MAPLE 7-8'HT. 24 b ➢ O FG FARGUS GRANDIFOLIA AMERICAN BEECH 50-100'HT. 3 THE MATTITUCK RESORT NS NYSSA SYLVATICA BLACK TUPELO 66-82'HT. 1 MIN. QA QUERCUS ALBA WHITE OAK 80-100'HT. 1 BF BENTHAMIDIA FLORIDA FLOWERING BIG-BRACTED WOOD 10-20'HT. 11 9025 Main Road, REQUIRED qSETBACK AC AMELANCHIER CANADENSIS SERVICEBERRY,SHAD 10-20'HT. 8 M attituck, NY 111952 RE RHAPIS EXCELSA LADY PALM 6-15'HT. 15 q PD PHOENIX DACTYLIFERA DATE PALM 50-80'HT. 2 , )SITE PLAN + LANDSCAPING PLAN WP TRACHYCARPUS FORTUNEI WINDMILL PALM 39-66'HT. 4 PERENNIAL AF ATHYRIUMZACHRY FILISCOPANA LADY FERN 2-5'HT. 0 SITE PLAN + LANDSCAPING SCALE: 1/32"=1'-O" SS SCHIZACHRYUM SCOPARIUM LITTLE BLUESTEM 2-4'HT. 5 SHRUBS CA CLETHRA AL NIFOLIA SWEET PEPPERBUSH 4-5'HT. 14 MP MYRICA PENSYLVANICA NORTHERN BAYBERRY 9'HT. 40 0 5' 20' 50' IG ILEX GLABRA INKBERRY 3-3.5'HT. 9 LS LIGUSTRUM SPP. PRIVET 8'HT. 86 DATE: 05/30/2024 TO THUJA OCCIDENTALIS AMERICAN ARBORVITAE 6'HT. 34 GRASS All. O AAC PROJECT No: MATTITUCK 2024 PV PANICUM VIRGATUM SWITCHGRASS 4-6'HT. 0 �g OPY CASE �x DRAWING BY: GS/AS PT PENNISETUM WHITE FOUNTAIN GRASS 3-8'HT. 7 s'L 41 CHI BY: CID CYMBOPOGON LEMON GRASS 6'HT. 10 q�' v� -A KG KENTUCKY BLUE GRASS 3"HT I C7 v DWG No: NOTES: 1.ALL PLANTS TO BE HEALTHY,FULL AND OF A FORM TYPICAL OF THE SPECIES ON PLANTING,AND �p A-001 .00 WARRANTED IN THE SAME CONDITION FOR 2 FULL GROWING SEASONS. '!� p 2.ALL TREES TO HAVE 18"OF TOPSOIL AROUND THE ROOYS,ALL SHRUBS 12". 3.ALL PLANTS AND PLANT BEDS TO BE MULCHED WITH 2"OF BROWN SHREDDED CEDAR. CADO No: 4.WATER ALL PLANTS THOROUGHLY AT PLANTING,AND WEEKLY DURING THE FIRST 2 GROWING SEASONS AS NECESSARY. BSCAN: C ASE-EMMIM111=1 Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: qA GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 o DOBBS FERRY O� OFFICE 914 41 CELL 917 597 1982 J _ � � INFO@CASEDEVELVELOPMENENT.COM £O A Project Developed By. { y o WARD CONSORTIUM, LLC HQ. 81 MAIN STREET o ;o DOBBS FERRY, NY 10522 o A Direct 914-729-1052 x O O x 0 o • Owner: a C 925 MAIN ROAD LCC o `,. Cod CARDINALE MANAGEMENT ° `� \' . �a� 10095 MAIN ROAD, UNIT 4 2Q)a MATTITUCK, NY 11952 � � •�' it ° e � STRUCTURAL ENGINEER yxp� q 'I tr �o �a� o o am �Z�y'] PROJECT ENGINEER Vz • q C7 ° _ AVM3nlaa � O ° m TEN I / ;.• q,.. q /¢��, °� �j NOTES N (7 • O q X O TENNIS FACIII (? p 000 y Q q 0000,00 PoDo O _' O co'i ° q 0 o DO C7 OD i m= �o G q C? 0 00 —I E- o— O Dm n� O SYMBOL LEGEND 00 O TT LOBBY z xoyo I b q 1 15 oO « I I ®® �z N z q Ag See Detail Door Number �" �' �o� �o� J L °0 ' � � y q 1 ❑3 — WaIl Type ° o 0 0M77 < q �? A8 Elevation p j r "z I � 0.0" Elevation Target CATERING HALL ° �', 2V a N C7 ww,n- rs �o o®a nvn3nlaa oo 3 ` A8 Section Cut ���� ® Revision ® _Ono_ Q 11 Window Number ° ° I_ nn�. �a Rp W 0 0013 -0flo- 000 90% oil RN- q North Arrow: 9} ED ft�� ;.. nn HOVEes - f� ®0 y x x � of p o I D—sEft q o 00 �� ° o ROW ftIDFR O © B88fl __, o �z DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR iwAllo S b INDICATED HEREBY ARE THE PROPERTY OF CASE 4 ° y DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY SURF CLUB ®® CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 00 a0D oC or sw ftG salts ®® ® CASE DEVELOPMENT. KIDS�SPIA ®00 On $ ® o DRAWING INFORMATION > m o O � o A ao CO 3D A ISSUED FOR REVIEW 8/20/2021 o a �o � ®o®o ° aa oo ° o � ° ' Sao �d POOL AREA CD ° o ° ���o� ( )) D.O.B. No. - 0 OOO Ll 1I o A new house located in Mattituck, O ° developed by: 00 ®� f O TRAIN RAILR AD MATTITUCK'S HOTEL 9025, Mattituck, New York 11952 y ° PROJECT: MATTITUCK HOTEL 9025 Main Road, Mattituck, NY 11952 1 1 ST. FLOOR ON SITE PLAN SCALE: 1/32 =1 -0 1 ST FLOOR ON SITE PLAN 0 5' 20' 50' SEAL AND SIGNATURE: DATE: 04/29/2024 Al ED Ait , PROJECT No: MATTITUCK 2024 dg OAY CASE 'S'�1 DRAWING BY: GS/AS I BY: v DWG No: a . , A-002. 00 I No: BSCAN: CASE DEVELOPMENT Case PALISADE t Development Tl=_2c 145 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: GREGORY SHARP ARCHITECTRC 145 PALISADE STREET, SUITS 211 EGRESS / i / DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPM ENT.COM ° o A Project Developed By: D-WAYNE PRIETO ° I FOUNDER + CEO, VIVO HAUS �� I VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.IO bi 0 0 1 �� ; ' ram ACCESS I o \ ° O \ e I ,/ T I \ ° ° I Project Owner: ° I I MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD i0 MATTITUCK, NEW YORK 11952 I I • I I � � aw o ° I CA I I I ° 1 I l STRUCTURAL ENGINEER �l 01 2 13 IT 2 (2) yob q aq -1I � PROJECT ENGINEER 00 m nRI��Z b 1 Iox�o 1 I I nm GC aa'Tj q 1l II o I 1 q re�A1 _ FF —H _6 � -4 _ _ II I q q ° _ NOTES q I q o AVM3AR10 TENNIS/ a' - __ =_1 — — — N R o SYMBOL LEGEND /'� J(��� \f�\/) x O� TENNIS FACILI ;';�� � }�'s'� �� )f l\ /J'J S"_�—Y/ {`�'} ��1 .,M .. 1 Z q BUILDING 1 1J o Ag See Detail � Door Number ❑ ❑ °®° ° °p° y�� a �s q 0 3 Wall Type o'o_ Do 0 00 00 �� o I I B I �� yx0 o o q o A8 Elevation YP 00 I I LOBBY I - I :m �_0 o a t i � 0.0" Elevation Target z b q Section Cut 00 III z xo \ 1 � J L_ �I z�a N z q `J A8 # Revision I "fib I q p I I - cz y Window Number Do Oo i ��z rn a : q , a • �vG CATERING HALL I I � _ ---I AVM.3/J2J0 � N ° q �(�II!-ill 00 1 I � North Arrow: ogg O + KAREA I I I q -I f I I ° 0 3 O q; DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 6PD RIP EE I I a w b '1 - INDICATED HEREBY ARE THE PROPERTY OF CASE � qn ' FF I y"' p• DEVELOPMENT,AND ARE:NOT TO BE USED,EITHER IN WHOLE ® KITCHEN AREA 'a' b' I 1 �7) a VEES c]o o OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY 0100 � ' max. o 0 °" o o E3B8B / o ��aye CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 0 o CASE DEVELOPMENT. za DRAWING INFORMATION SURF CLUB g ®® rrsma GOLF SWING SUITS � o � ISSUED FOR REVIEW 5/30/2024 > IMP I: LD 0 ® g n O ° n m ° °nO °pO ® F ®O®® z 0 0 o c� 0 "J °a POOLAREA o A 81-Key Luxury Resort and related amenities located in Mattituck, o� developed by: ° D-Wayne Prieto 0 o ° Founder + CEO, VIIVO Haus Q O VIVO Investment Partners, LP o p V..RAILR AD PROJECT: THE MATTITUCK RESORT 0300 ° 9025 Main Road„ o Mattituck, NY 11952 ° SYMBOLOGY CIRCULATION FIRE TRUCK ROUTE - — = FIRE TRUCK ROUTE PLAN FIRE TRUCK ROUTE PLAN HANDICAP PARKING 1 _ DATE: 05/30/2024 SCALE: 1/32"=1'-0" A �EAED ARG+� PROJECT No: MATTITUCK 2024 t�g OQY CASE �k DRAWING BY: GS/AS 0 51 �20' 50 s'yy�o� CHK BY: Q C7 DWG No: A-003 -00 CADO No: BSCAN: CASE • - Case Development Inc 145 PALISADE STREET, SUITE 211 DoBBs FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: qA GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 o DOBBS FERRY Y1 IONF01@CASEDEVE 4170 L 917 597 1982 avoENT. �m A Project Developed By: SWO `3 m D-WAYNE PRIETO c) FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.IO o x 0 O 0 o • Project Owner: • yNa MATTITUCK HOTEL DEVELOPMENT, LLC O �oz 9025 MAIN ROAD 0 MATTITUCK, NEW YORK 11952 +�z ° �a 01 -il ° =il al 411 0 STRUCTURAL ENGINEER 3�Q) b 21 O �w�az 0 0 PROJECT ENGINEER b a, O .C2 AVM3n1210 O0 m TENNIS/ • NOTES n o . b 0 n DO b 00 0 �'r'�,'�•-�1'MS\�lJj '�J' 0 0 X TENNIS DING <\ J/ 'W" Z (O q BUILDING O O ® tidy O � � b ,�3 b O oaa Ada ®� TTrm IIIoc yxo SYMBOL LEGEND ® Q mmComi] Z O b b 00® a o a� 1 15 o z�� � n� C qg See Detail � Door Number 0 . ; o y _ 1 Wall Type 0') — A8 Elevation q 0.0" Elevation Target M wM3nlaa � ° A8 Section Cut • u / $$$;E ° Revision FU� 13 11 Window Number ° ® T'q ® a g $ a °�,` North Arrow: '777o O �v ° � Q YW b �C�� S, yx � 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0060 0R xao 0 mO H�H Be EFB Hfl H'HVH 1 0 o a DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR �� o �z INDICATED HEREBY ARE THE PROPERTY OF CASE \ DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE KT �xa � z OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY fiwa a ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM ®®g� L_ o ° " o r � CASE DEVELOPMENT. N DRAWING INFORMATION o N o Cr`'y'J} ®®®® A ISSUED FOR REVIEW 5/30/2024 a a � �� O � 1 W �aaa V* POOL AREA CD Q DQ OO mp0% �] V o [n ° � 0 O o A 81-Key Luxury Resort and related TRAIN RAILROAD amenities located in Mattituck, o developed by: 0 D-Wayne Prieto Founder + CEO, VIVO Haus ° ° VIVO Investment Partners, LP o O PROJECT: THE MATTITUCK RESORT 0 9025 Main Road, Mattltuck, NY 11952 ())2 ND FLOOR ON SITE PLAN SCALE: 1/32"=1'-0" 2ND FLOOR ON SITE PLAN 0 5' 20' 50' SEAL AND SIGN DATE: 05/30/2024 t�REO AReti PROJECT No: MATTITUCK 2024 ag OPY CASEDRAWING BY: GS/AS (V� n XY tnC� CHK BY: Q' C� po DWG No: A-004.00 CADO No: BSCAN: CASE DEVELOPMENT Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: A v \ l00 `<:�7 Q Y/ 0 O ® GREGORY SHARP ARCHITECT PC ° ° o 145 PALISADE STREET, SUITE 211 0 ° ° DOBBS FERRY 0 0 o OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM 0 0 O ° CO OJ A Project Developed By: 0 o ° D-WAYNE PRIETO O O O FOUNDER + CEO, VIVO HAUS (O VIVO INVESTMENT PARTNERS, LP 0 =I AR/CHECK IN O 1 10 HTTPS://VIVOHAUS.10 e o �O O� � O O AEA a 0 o KIDS PLASH O _ o O ° GOLF SWING SUITS GOD GOD SURF CLUB ° OProject Owner: II - o MATTITUCK HOTEL DEVELOPMENT, LLC N 9025 MAIN ROAD H MATTITUCK, NEW YORK 11952 o II I O 0 o II I ------ ------------------- -- — ----------- — — ---- a�E� II �65'-3" e10" FEEOr" I FLOW RIDER - " O V TOWEL/SERVICE El 0 F7 �7 E] Ee . ��y E O - o 0 Cj h d EMPLOYEE'S_ STRUCTURAL ENGINEER 734SF KIT�HENEnE ¢JOD g KITCHEN AREA c' � I� �� �I�� AREA O R FLEE ���� ����V� oHEII OD 734SF CC ACI Y- 25 S 10O�� PROJECT ENGINEER 3 EMPLOYEE'SO HOUSING UNITSIEI ®�� c — SERVICE HALL - - CIOD COD — E — — 46'- - - - -- -Q cl � 6� ofr FI tjuvv Stage NOTES - E 0 7 z z rC1 7 Spa Room STEAM O II F I ' Z Z �� - SPA SYMBOL LEGEND AREA 0 qg See Detail 15 Door Number ——————————————————————————— Hot tub Spa Room C� 3 — Wall Type Spa Room A8 Elevation 0 0.0" Elevation Target 4D - 1 Section Coat _I �❑ Q _ a A8 O Revision 265SF IQV 11 Window Number 10 ` (a3 CATERING HALL o Sauna Sauna OD CAPACITY=300 SEATS 265SF d North Arrow: O� a Dressing Room Spa Room )0 H o 1 30 (1 cl'7 12DEICI 12 I2 I, G H 265SF DRAWINGS AND SPCECIIFICATIONS REPRESENTED AND OR Spa Room Dressin Rogrn OO INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE 265SF e�'% ell% - OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY '`` " " " " e � � 0 CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM - I 0 O O CASE DEVELOPMENT. o LOBBY O` DRAWING INFORMATION 0 I� 7 O O Reception 265SF Coat/Misc. _I (CL 1 1 " " " " ISSUED FOR REVIEW 5/30/2024 O O �0 0� ' Yoga Room - ,„ O Fa—.1 OFFICE aai ool60' n A 81-Key Luxury Resort and related - amenities located in Mattituck, O 0 developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment (Partners, LP PROJECT: THE MATTITUCK RESORT 9025 Main Road, 1 ST FLOOR PLAN Mattituck, NY 11952 LOCATION SQ.FT. BUILDING A LOBBY 10,551 PROPOSED FIRST FLOOR 1 ST FLOOR PLAN CATERING, SERVICES, GOLF SWINGS, (�)_ SCALE: 1/16"=V-0" BUILDING B WET AREA , HALLWAYS, RESTROMS 47,661 PLAN TOTAL 58,212 SIGNATURE- DATE: 05/30/2024 0 5' 20' 50' SEAL AND kf-D AqC' PROJECT No: MATTITUCK 2024 �g OQY CASE rj DRAWING BY: GS/AS CHKBY: c n 0 - DWG No: o� A-005. 00 CADO No: BSCAN: CASE DEVELOPMENT Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: 1 GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM 66'-6° A Project Developed By: M D-WAYNE PRIETO L-1 m FOUNDER + CEO, VIVO HAUS w VIVO INVESTMENT PARTNERS, LP 308SF 308SF HTTPS://VIVOHAUS.10 -I f 296SF 296SF EMP 308SF 308SF Project Owner: I � � ® MATTITUCK HOTEL DEVELOPMENT, LLC I 296SF 296SF 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 I COT7 G7 I � I m -17 n n nb'R n nE n nn n 308SF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - Laundry/Service 296SF O O O O O O O O O O O O O O O O O O O O O O O O I [ FJ [—� !E] ° I STRUCTURAL ENGINEER Le E) Fee 9 L4e 0 L4e e E) le 14(3 [11 1 308SF L� C C C C CL 0 ''IF LL:_01 L L 7) - 1] P L= - P LET77T0)' (3 (3 :1 '3 (3 EO P Le 296SF _ PROJECT ENGINEER LL s LL LL e a s e s e LL e Ts Ju-) u-) LL a LL a p LL p e LL LL s p LL e LL LL a a U7 Cn �y Cn F (A � Cn nn fn r (A U) fn U) U7 v7 � fn U) v7 - UL L3 N D N D >D N U Q O N -- D C] N D✓D N D O N D✓Q N D O N - D >D N Dvim. ,a, N �, N N N N �, N � NOV V' 7 04 V V <t V CN V 1 ' 308SF F7 H NOTES Z296SF 0 0 � Q fl m 00 E) O rn o D£77 rn 00 1310 rn c D 00 E3 Da rn OD DO rn D CO W ( [ U) U) cn m T TI ?1 TI el TI ' -n T T1 7l TI T , T , �7 _ _ _ _ Q 1,3 TT i--- r)U-13 ETh A (I dh hGYM in 308SF SYMBOL LEGEND fl°fl B°� 8°H B°L B° i fl°fl fl°fl °H fl 8°fl B° 1 fl°H B°fl fl°� fl°H fl°fl 8°� fl°fl o 296SF qg See Detail 15 Door Number 134'-6" 8('- 1 . ;1; t t t Elevation �— Wall Type m0.0" Elevation Target 0 A8 Section Cut Revision LTI D 308SF c > > Window Number 308SF m 265S 265SF ® o North Arrow: F ® 0 © "" "" ® OUTDOOR ADULT 296SF 296SF AREA H I 265SF [E 265SFrT [0 (7 m M M m C 0 DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR VIP LJ�I I�1J 308SF 308SF INDICATED HEREBY ARE THE PROPERTY OF CASE m ED DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE w ® OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY 265SF 265SF ANY PARTIES OTHER THAN THOSE AUTHORIZED BY '® ®' E0 296SF 296SF CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM le CASE DEVELOPMENT. 265SF 265SF a m o � DRAWING INFORMATION Lj m � � a O _ W �O � ISSUED FOR REVIEW 5/30/2024 0 _ E� El m7 ILI W ° ° ° ° ° ° ° ° ° I 265SF 265SF 128'-1° 28'-0" 1 66'-6° I 265SF 265SF o I Co m so'-ors° A 81-Key Luxury Resort and related amenities located in Mattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP 2ND FLOOR PLAN PROJECT: - THE MATTITUCK RESORT LOCATION SQ.FT. 9025 Main Road, BUILDING A HOTEL ROOMS 5,472 Mattituck, NY 11952 BUILDING C HOTEL ROOMS _ 36,087 TOTAL 41,559 PROPOSED SECOND FLOOR nISECOND FLOOR PLAN PLAN SCALE: 3/32 =1 -0 DATE: 05/30/2024 RED ARC PROJECT No: MATTITUCK 2024 0 5' 20 rJ0' ag 0 CASE �rl DRAWING BY: GS/AS (V� n s���� CHKBY: Q C7 - pp DWG No: of A-006. 00 CADO No: BSCAN: C A*::E:�_DEVE LOPM Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: on r&qA GREGORY SHARP ARCH ITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPM ENT.COM A Project Developed By: D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 Project Owner: f 'm 1 MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 I i I I I I I I I I 1 I i Iz { I { i I I I I � I I e STRUCTURAL ENGINEER � I I I PROJECT ENGINEER --------- - --- - -=-- -- ---- ---- ----- ------ ---- - ------ - -- --- --- - - SOLAR PANELS- SEE A-XXX FOR SOLAR PLAN -- -- — — - --- — — — --- --- -- -- --- — — -- - ---- NOTES I i ! — --- - - ---- --- - --- ----- -- I I SYMBOL LEGEND, I qg See Detail 15 Door Number 3�— Wall Type Elevation 0.0" Elevation Target ° A8 Section Cut Revision 11 Window Number North Arrow: ( I I OUTDOOR ADULT AREA 00 �® j DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY (� ANY PARTIES OTHER THAN THOSE AUTHORIZED BY o �% CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM .. CASE DEVELOPMENT. CD DRAWING INFORMATION e ISSUED FOR REVIEW 5/30/2024 ° ° ° ° ° 0 ° A 81-Key Luxury Resort and related 60'-%" r° - - - amenities located in Mattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 PROPOSED ROOF 1 RT�F�PL�A ��� PLAN -0 SEAL AND SIGN DATE: 05/30/2024 ��p�ED qRC PROJECT No: MATTITUCK 2024 0 5' 20' 50' �g OPV CASE S � DRAWING BY: GS/AS (vim CHK BY: Q w C7 - DWG No: A-007.00 CADO No: BSCAN: CASE DEVELOPMENT Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: r AK GREGORY SHARP ARCHITECT,PC TOP OF R00F 145 PALISADE STREET, SUITE 211 Nnw+32-1N' �„ N�rZx _ � M' r '^ DOBBS FERRY ♦,. ?.it Q OFFICE 914 478 4170 CELL 917 597 1982 -Z INFO@CASEDEVELOPMENT.COM IwrELRoOMSLflEL �+. �_ ara .,.; .:a UUUIj 2NO FLOON ..r, NAw+13 7 - _ _ A Project Developed By: -WAYNE PRIETO ST FL r �s :, r i Ih FOUNDER + CEO, VIVO HAUS IOORz." VIVO INVESTMENT PARTNERS, LP NAw+D'-D' -- :.. ,�:, ., .. . . ... . ... :::. ., ,. ... . . <. . ,. HTTPS.//VIVOHAUS.10 1 Proposed Front Elevation SCALE. 1/1 6 =1 -0 Project Owner: MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 TOP OF ROOF f a NAw+32 10• �,�5.,„� .• r"�;•6a�6i��'''' '*ems' tq�, ,3'f�f' , HOTEL ROCPAS LEVEL .` 2ND ROOK `Y.'- .• :'`• < L�. :: = NAw+13•_J• .`�'. ... '''' � - a v �''���€- "r''° � iE, � .,, � 'i� �.a>. ✓F''�� v��y �r1.. ar .$�4_ij;. r Y t. IS FLOOR �W NAw+O.-O. STRUCTURAL ENGINEER 2 Proposed Rear Elevation SCALE. 1/16 =1 -0 PROJECT ENGINEER r a NOTES FOP OF ROOF " ,.,�, f'- � °... ,:•", _ TaP of RODr �- NAw t32'-10" � zl � � Hotel Rooms HOTEL ROOMS LEVEL HO1EL ROOMS LEVEL °- '"F,. - NN SYMBOL LEGEND 2N0 FLOOR `S 2N0 FLoaR Nnw+I3'-+' P 4 LE mi FLOOR __14 FLOOR �lull I qg See Detail 15 Door Number — Wall Type - -_,.. - — - — NAw+O'-o' __ -- Nnw+D'o° 1 Elevation 0.0" Elevation Target A8 Section Cut Revision LProposed Side (West) Elevation 3 Proposed Side (West) Elevation 11 Window Number SCALE. 1/1 6 —1 0 SCALE. 1/1 6 1 0 North Arrow: "" A R s DRAWINGS AND SPCEC IIFI CATIONS REPRESENTED AND OR Q #� INDICATED HEREBY ARE THE PROPERTY OF CASE - � DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE `V� OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY �..n»0 r 2 ¢_,. CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM TOP OF ROOF CASE DEVELOPMENT. NAw+32 10 $ DRAWING INFORMATION MOTEL ROOMS LEVEL ISSUED FOR REVIEW 5/30/2024 2N0 E. IST OOR NAw+0'0° y. 4 Proposed Side (East) Elevation A 81-Key Luxury Resort and related SCALE: 1/16"=1'-0" amenities located in IVAattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP TOP OF ROOF PROJECT: Nnw+32'-10' _ THE MATTITUCK RESORT Hotel Rooms HDTEL ROOMS LEVEL 9025 Main Road, NAw+1e'-D° Mattituck, NY 11952 210 FLOOR Sports Bar/CoRee Cathenng Hall Service Hall NAw+13'-7' _ Storage PROPOSED ELEVATIONS 1ST FLOOR ..::.. _. NAw+6'-0' — & SECTION Proposed Section 1 DATE: 05/30/2024 5 ��RED AqC PROJECT No: MATTITUCK 2024 SCALE: 1/1 6"=l'-O" �'J OY CASE '� P, DRAWING BY: GS/AS .0 S���� CHK BY: 7. L Q DWG No: a: A-008.00 CADO No: BSCAN: CASE • - Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: of g e GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 at DOBBS FERRY o OFFICE 914 478 4170 CELL 917 597 1982 r INFO@CASEDEVELOPMENT.COM A Project Developed By: D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 4 M! L I 1 1 _ Project O` wne MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 3 Vivo Spa + Cathering Hall Facade STRUCTURAL ENGINEER I , w •i. lr PROJECT ENGINEER 1 Mattituck Resort- Aerial View - - NOTES SYMBOL LEGEND See Detail CID Door Number Wall Type A8 Elevation 0.0" Elevation Target AS Section Cut Revision 11 Window Number r North Arrow: F4] Pool Area View DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR !f ' INDICATED HEREBY ARE THE PROPERTY OF CASE w DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE " I , .� F� H ► t �w, OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM I i F I i CASE DEVELOPMENT. DRAWING INFORMATION e + e - ISSUED FOR REVIEW 5/30/2024 x . � f I F j; A 81-Key Luxury Resort and related amenities located in Mlattituck, J J � developed by: JJJJJ . , D-Wayne Prieto -. .r. Founder + CEO, VIVO Haus VIVO Investment Partners, LP _ PROJECT: THE MATTITUCK RESORT 9025 Main Road, ` Mattituck, NY 11952 2 Hotel - Main Entrace RENDERINGS 4 West Facade View SEAL AND SIGN DATE: 05/30/2024 �EREO ARc+ti PROJECT No: MATTITUCK 2024 dg�PV CASE DRAWING BY: GS/AS (vim n SWS, ��� CHK BY: Q' U DWG No: p A-009 .00 CADO No: BSCAN: CASE DEVELOPMENT Cas145 e Development SUITE 2c 11 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY %I OFFICE 914 478 4170 CELL 917 597 1982 o INFO@CASEDEVELOPM ENT.COM 1 o S` r` A Project Developed B j P Y: av ® Il° �1 \ I�` J/0 �7_vO �� D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 / 1 mTo O /I / / \ /' 1 Project Owner: MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD b 1 ° - / \ I \ j MATTITUCK, NEW YORK 11952 ell Cod ° 1 0 to�� Cj) /1 I \\I I 11 \\\� o II m o ° - _I \ : N 1 Al A \ a 1 IT 1 J 8 -� STRUCTURAL ENGINEER \ — — ---' I p, I 0 0 If ° \\ // ° \\ /' ° \\ // 11 yx� \ i ° \\ ° J� II PROJECT ENGINEER m 0o - r 00 1 tt -J { I -- i 1•? — ' n° �n -M 0 D° 1 / :1 ° ° ° �° ° ° °r '0 ° H Lq // r/ ;11 ; NOTES z o ❑ AVM3AR10 ' nr 1 - - 1 1 I 1 - 1 1 1 a � S 0 / I`.. / o \ / \ / \ / \ / \ / m TENNIS/ ' \ / /� I 0"Sy' IFU1 R O 1 c zo e • V TENNIS FACILI ti� 1 o x o \ , �; :� ' SYMBOL LEGEND CD 03 BUILDING / _ / \ - 'a � �W � � 'll � '1•i •' \` � // \J 1 1 15 BUILDING A m y-� 1° 1 A8 See Detail o Door Number oa opa j \ I �a y o0011, \ / / ' 1 - I / 3 Wall Type lo HOTEL O o _ \ / / _ - A8 Elevation I- To IQ\ � � 2STORY p oao �' \ I \\ / \ 0.0" Elevation Target r \ T O a io 1�° io BUILDING kZ N _ / \ X' ---'' J 1 Section Cut I ®® a v�� � 1 +may I y / \ m> 1 rp / A8 o Revision b N \ ADULT AREA >� \ ;1 � 11 Window Number 1 11 )IMM3AIWI 00 ° / �•' m n 30 North Arrow: li 1 > T IT x TOIo. Fool ;oo- :0000-' I olio o - 00 s I'G 00 p f 1 00o Fool '.o-) M_ M] Ion I r I -col J a 9 / x \/ m0 .-.L- �•.. T 1 L..-� �Lll.LI., �� I l I i t4 .•iJJ l_L_LJ it 11 ' 1 �� O oo o ' - 1 �\T^ DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE i m - h DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE -F 1 I xina o {Z 1J �� OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY o _�'/ ANY PARTIES OTHER THAN THOSE AUTHORIZED BY o CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. b "" BUILDING B 00 j••"" " '" g°m A T DRAWING INFORMATION T a A 1 STORY A - \ � BUILDING O ° °/ � _ ISSUED FOR REVIEW 5/30/2024 / A `r° � 0 m C mQ ° jO AkI. - � *01 _ I ' Lighting Schedule & Detail o \ ' om \ o Scale:NTS POOL AREA \ - o p m \'.�I�'_J b o r °- I �o° \�v� N° m ° ' > ALL LIGHTING IS IDA DARK SKY COMPLIANT A 81-Key Luxury Resort and related b o -/r/ ��b� \ p o COUNT SYMBOL DESCRIPTION LAMP TYPE LUMENS WATTS MOUNTING amenities located in Mattituck, ° O O o °% ;\% 46 KIM LIGHTING- ALTITUD-ALT120-1 ARM SIDE-FULL LED 14200 135 20' developed by: e �O / 1 MATE PARM LOT: EL-1 1 m / O AVC.0.5 FC,MCI.0.I3 FC. CUT OFF, IDA DARK SKY APPROVED D-Wayne Prieto p °p\-��oN ) O o O ' o >\°'0 ° \ N° TRAIN RAILROAD 5 Q$ EL-2 KIM LIGHTING- ALTITUD-ALT120-2 ARM SIDE-FULL LED 14200 135 20' Founder + CEO, VIVO Haus / � \> /\ /� e� m l`0/f LL77 CUT OFF, IDA DARK SKY APPROVED b o \ oP �o I !o ` A�/`\ U EL-3 EXTERIOR- LED-FLOOD LIGHTS- IDA DARK SKY LED 2400 250 14 VIVO Investment Partners, LP o APPROVED 63 O EL-4 HAWTHORNE PATH LIGHT- 1 1"X37"- FULL CUT LED 351 7.8 SURFACE PROJECT: >\ ° �_i� ° OFF, IDA DARK SKY APPROVED MOUNT ° "o O ALCOTT AREA LIGHT - SINGLE MOUNT-FULL CUT LED 2870 57.4 12' THE MATTITUCK RESORT b ;ol O l m° 37 oO EL-5 OFF, IDA DARK SKY APPROVED b � LED CANOPY LIGHT-SP 2025- 7B- IDA DARK LED 27913 250 CEILING 9025 Main Road N9TOxEXCED5 C, U ® EL-6 SKY APPROVED MOUNT Mattituck, NY 11952 NOT TO EXCEED 5 FC. b O 9 O EL-7 ROBUST 1 ROUND FRAME RECESSED LIGHT LED 3867 37 CEILING 9.5"-URO-80476- IDA DARK SKY APPROVED MOUNT U EL-8 AMP LOW VOLTAGE LIGHTHING DECK PRO LED 500 300 WALL q p`eJ CLASSIC-ADL-2010-4-B-XX IDA DARK SKY APP. MOUNT 3' LIGHTING PLAN b PROVIDE INSTALLATION OWNER, COORDINATION ONLY. 1 �12HTING PLANSEAL : D SIGNA DATE: 05/30/2024 FkED ARC, PROJECT No: MATTITUCK 2024 5 20 50 a OPV CASE �j` DRAWING BY: GS/AS .0 n s�� CHK BY: Q• C7 - DWG No: ai A-01 0.00 CADO No: BSCAN: CASE rm Diagram of Sound Deterotation ove Time 1 g __ Case Development Inc SCALE:ns 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 INVERSE SQUARE LAW SOUND www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: sphere area intensity at I 4zr2 surface of sphere — [& A I y (B.)db SOURCE - p— - I — DISTANCE= 100' source power 4.Tr 2 4 ` a GREGORY SHARP ARCHITECT,PC MAX 39 db<60 db P j , f 1 145 PALISADE STREET, SUITE 211 DOBBS FERRY ;A Yr1 1 OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM A ,f 'A A Project Developed By: r A '�t r D-WAYNE PRIETO r (D.)db SOURCE The energy twice as far from the 2r � FOUNDER + CEO, VIVO HAUS MAX 80 db source is spread over four times VIVO INVESTMENT PARTNERS, LP the area, hence one-fourth the intensity. 3r HTTPS://VIVOHAUS.10 Project Owner: INVERSE SQUARE LAW PLOT MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD r , MATTITUCK, NEW YORK 11952 1.0 I 0.9 0.8 it IrCh i.9/:l� 1 01, 01'�!! Y14�1 OJ ,, N O e I > C4 4 ti ll(H ol�t a� 0.3 I WA_Fk 1�ar r iIg IlO.cU K 1 ` ` i . 9� u 02 K I I I i" 0i I STRUCTURAL ENGINEER PUBLIC WATER 36 49 64 a1, 100 v r 2r 3r 4r 5r 6r 7r 8r 9r 10r Distance from point source PROJECT ENGINEER THE SOUND ANALYSIS IS CONDUCTED WITH THE ASSUMPTION THAT THE OPEN TERRACE AREA AND POOL DECK IS THE ONLY POTENTIAL SOURCE FOR AN ELEVATED db NOISE LEVEL.THIS STUDY DOES NOT INDICATE OR REPRESENT AN ACTUAL AUDIO PLAN BUT A GENERALIZED COMBINED MAXIMUM NOISE LEVEL r__F i-,r I 1 r 1 T j ` NOTES f ri I I i - s 13 COMM01•a OUTDOOR y COMMON INDOOR SOUND LEVELS SOUND LEVELS - -- RAIL TRAIN= MAX �- 85db SYMBOL LEGEND (A.)db SOURCE f ' - **s °,..., �► See Detail 15 Door Number DISTANCE=100 (B.)db SOURCE © A8 MAX 39 db<50 db 1 �i DISTANCE= 100' �— wall Type I - : ' A8 Elevation -- MAX g __ �r' �..,. ^t, � 0.0" Elevation Target ��� ,<< Section Cut (B.)db SOURCE # Revision MAX 80 db a 11 Window Number r � a Z* Q 0 ..❖.•,. North Arrow: - Z ./,ili► - F ► 0 . — DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR (A.)db SOURCE r T INDICATED HEREBY ARE THE PROPERTY OF CASE MAX 80 db - -- — (C.)db SOURCE DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE - - DISTANCE= 1 OO' OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES, BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY C -- MAX 39 db<50 db CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. I- DRAWING INFORMATION U SHAPE DESIGN-SOUND+VISUAL BARRIER ISSUED FOR REVIEW 5/30/2024 TO HOTEL COMMON AMMENITY SPACES OPEN PLAN TERRACE , DESIGNED TO MITIGATE NOISE IMPACT FROM REGULAR HOTEL ACTIVITY RAIL TRAIN= MAX _-- - Resort and related -- - - 85 db 81-Key Luxury -- amenities located in Mattituck, developed by: n 1 LL�_� l , Il I � ��� II N-11 D-Wayne Prieto T Founder + CEO, VIVO Haus krt -j I(C.)db SOURCE VIVO Investment Partners, LP CAI j: CT N L f .� �� MAX 80 db EA _ PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 SOUND/NOISE DIAGRAM Sound / Noise Attenuation Diagram Plan SEAL AND N E: DATE: 05/30/2024 SCALE:ns �-RED ARC, PROJECT No: MATTITUCK 2024 'g OPY CAs,!F P, DRAWING BY: GS/AS �� CHK BY: DWG No: 6' t r A-01 1 .00 CADO No: BSCAN: CASE DEVELOPMENT Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: " A GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPM ENT.COM A Project Developed By: D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 S9 k Al k } g� k k } Project Owner: k } MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD k MATTITUCK, NEW YORK 11952 Mk aryl � k k - } } a\\ STRUCTURAL ENGINEER ,6 a .� �6- m N F PROJECT ENGINEER N � � n qq a o} p �� of m r k N R } N N F� do O NOTES dDdo do r n do • • TENNIS/ • • NNvi PICKLEBALL N kb., Dud3S AREA. SYMBOL LEGEND S' 'I LNNIS FACII.11 eun DING 1 qg See Detail 15 Door Number BUILDING A ' '; n A8 Elevation Wall Type 0.0" Elevation Target HOTEL ° Section Cut 2 STORY o L A8 1 BUILDING o M Revision TO 1 1 Window Number N \ CI! STORY � BUILDING North Arrow: i — 0. } DRAWINGS AND SPCECIFIICATIONS REPRESENTED AND OR } INDICATED HEREBY A ELLOPMENT,,AND ARE TO BE USED, CASE DE EITHER IN WHOLE i OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY \ ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. BUILDING B ��— DRAWING INFORMATION 1 STORY ISSUED FOR REVIEW 5/30/2024 BUILDING ^` r �z a POOL " A 81-Key Luxury Resort and related ' amenities located in Mattituck, �a developed by: D-Wayne Prieto Founder + CEO, VIIVO Haus Yl VIVO Investment Partners, LP TRAIN RAILROAD e«« PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 J? GRADING + DRAINAGE PLAN 1 GRADING AND DRAINAGE PLAN -- SCALE: DATE: 05/30/2024 ED ag Aqc PROJECT No: MATTITUCK 2024 OP4 C'ASF yrA DRAWING BY: GS/AS 0 5' 20' 50' ,n, �� .a CHK BY: tilt a. 0 DWG No: c..L o? N C- 1 .0 CADO No: BSCAN: CASE � ' • , - 1 � Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 MINIMIZE VARIATION, USE Project Architect: A CONSTANT WIDTH CLEANOUT NOTES 1. ALL HOUSE CONNECTIONS SHALL BE PROVIDED WITH A CLEANOUT AT THE L, MIN. LENGTH TO BE RESTRAINED 12" MIN FROM ON EACH SIDE OF FITTING FT. FINAL SAW CUT DISTURBEDNOM FACE OF THE BUILDING. PIPE FITTINGS (Deg) TEES (PAVED AREAS) PAVEMENT 2. REFER TO UTILITY PLAN FOR PIPE SIZES AND MATERIAL. PIPE INITIAL SAW CUT GREGORY SHARP ARCHITECT,PC �2 1 2 22.5 45 90 ENDS SHEETING AS NTR 3. REFER TO UTILITY PLAN FOR ADDITIONAL CLEANOUT AND HOUSE CONNECTION 145 PALISADE STREET, SUITE 211 3 3 4 7 10 8 (PAVED AREAS) (DESIGN BY CONTRACTOR) INFORMATION. DOBBS FERRY 6 4 6 0 15 1�1 OFFICE 914 478 4170 CELL 917 597 1982 10 5 9 15 25 18 IN PAVED AREAS, RESTORE BACKFlLL WITH SUITABLE MATERIALS IN INFOCCASEDEVELOPMENT.COM 12 6 10 17 29 21 AREA BETWEEN FINAL SAW \ �' UNPAVED AREAS AND SELECT GRANULAR FILL L CUTS WITH TYPICAL \ IN PAVED AREAS, COMPACT TO 95% IN PAVED PAVEMENT SECTION (SEE AREAS AND AT LEAST 85% IN UNPAVED AREAS A Project Developed By: PAVEMENT SECTION \ / STOPPED OR DETAILS). PROVIDE CRACK \ 36" MARKER TAPE TO BE END PLUG D-WAYNE PRIETO ) ~MAX. INSTALLED 12" ABOVE PIPE SEALER BETWEEN \ / FOUNDER + CEO, VIVO HAUS PROPOSED AND EXISTING SUITABLE COVER /CINVESTMENT � ASPHALT. \\ / �_TRENCH WALLS MAY BE SLOPED ABOVE TO GRADE VIVO . RTNERS, LP FITTING ANGLE \ / TOP OF PIPE, AT CONTRACTOR'S OPTION 6" MIN. (TYP.) \ / SELECT GRANULAR FILL, COMPACT TO \ / 95% MODIFIED PROCTOR DENSITY PIPE ZONE f N + SELECT GRANULAR FILL, COMPACT TO RESTRAINING JOINT (TYP - 95% MODIFIED PROCTOR DENSITY SPRING LINE N '�'= ' SELECT GRANULAR FILL, COMPACT TO NOTES: SEWER OR WATER PIPE AS 95% MODIFIED PROCTOR DENSITY (SEE SEWER PIPE 1. ALL PRESSURE PIPE BENDS, TEES AND WYES SPECIFIED ON UTILTY PLAN NOTE 1) SHALL BE RESTRAINED FOR PIPES 4" DIA. OR Project Owner: LARGER. 2. PROVIDE ROMAC "GRIP-RING" OR EQUAL FOR 1. "SELECT GRANULAR FILL" AS DEFINED IN TECHNICAL SPECIFICATIONS. 30' ELBOW MATTITUCK HOTEL DEVELOPMENT, LLC PVC/PVC JOINTS. PROVIDE SELECT GRANULAR FILL PIPE BEDDING BELOW THE PIPE WHERE 9025 MAIN ROAD ROCK OR OTHER UNSUITABLE CONDITIONS ARE ENCOUNTERED. IN SUCH CASE PROVIDE A SUFFICIENT AMOUNT OF FILL AS WARRANTED BY FIELD MATTITUCK, NEW YORK 11952 CONDITIONS, BUT NOT LESS THAN A THICKNESS OF 6- BELOW THE PIPE BOTTOM. 2. "SUITABLE MATERIALS" AND "UNSUITABLE MATERIALS" ARE AS DEFINED IN TECHNICAL SPECIFICATIONS. 60' WYE MECHANICAL PIPE RESTRAINT TYPICAL SEWER OR WATER PIPE TRENCH �,� SANITARY CLEANOUT NOT TO SCALE 02 NOT TO SCALE NOT TO SCALE STRUCTURAL ENGINEER PROJECT ENGINEER RPZ ASSEMBLY (TYP) NOTES RPZ NOTES: CLASS "A" CONCRETE 1. A SECOND RPZ IS PROVIDED FOR REDUNDANCY. EITHER RPZ MAY BE TWO REDUNDANT 4" DE FILL, 4,000 PSI TYPE REMOVED FOR MAINTENANCE WITH NO SERVICE DISRUPTION. RPZ DEVICES IN I II CEMENT. COVE TO PARALLEL, FEBCO 1 PIPE INVERTS 2. EACH RPZ SHALL HAVE FOUR (4) TEST COCKS AS SHOWN. ALL TEST COCKS I. MODEL LF860 OR SHALL BE POSITIONED FOR EASY ACCESS. 1 APPROVED EQUAL \ pQ� 3. HEATERS SHALL BE SUITABLE FOR USE IN WET/DAMP CONDITIONS. HEATERS CONTR TEMPERATU EEOFO40'F YE RSHALL BE THRMSTATICALLYROUND.OLLED TO MAINTAIN A MINIMUM 1,000 WATT SYMBOL LEGEND 4. PROVIDE ELECTRIC POWER TO THE ENCLOSURE TO POWER THE HEATERS. WATER —` ELECTRIC SERVICE TO THE ENCLOSURE SHALL BE PROTECTED WITH A GFCI RESISTANT BREAKER. HEATER (TYP, 2) qg See Detail 15 Door Number / \ 5. ALL WATER CONNECTIONS SHALL BE DOWNSTREAM OF THE BACKFLOW �— Wall Type PREVENTION DEVICE. 6. NO CONNECTION TO PUBLIC WATER SHALL BE MADE UNTIL ALL REQUIRED A8 Elevation PIPE CONFIGURATION BACKFLOW PREVENTION DEVICES ARE INSTALLED, TESTED AND APPROVED. 0.0 Elevation Target VARIES, REFER TO RPZ PLAN VIEW 8 Section Cut UTILITY PLAN Revision REINFORCE AS REQUIRED STANDARD NYSDOT 11 Window Number FOR AASHTO HS-20 MAINTENENCE HOLE COVER LOAD, #6 BARS ® 6- ELAhl. FROM NYSDOT APPROVED LIST O.C.E.W. TYPICAL BRICK AND MORTAR AS HEATED ALUMINUM ENCLOSURE, North Arrow: MAINTENANCE HOLE NOTES: REQUIRED TO ADJUST COVER HUBBEL HB3E-DS, OR APPROVED FLUSH WITH GRADE EQUAL 1. ALL MAINTENANCE HOLE SECTIONS 6"X6" W4 X W4 4 TEST COCKS SHALL CONFORM TO & A.S.T.M. W.W.M. TOP FINISHED GRADE REQUIRED OS&Y GATE C-478, LATEST REVISION STANDARD V (TYP) VALVE TYP SPECIFICATIONS FOR PRECAST Z a LOCKABLE ALUMINUM REINFORCED CONCRETE M.H. ACCESS DOOR ON SECTIONS. :-iv AD 1ST TO GRADE W/ ALL BOTH SIDES OF 2. MAINTENANCE HOLE RISER SECTION x x - ENCLOSURE FLANGED CONNECTIONS DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR iv 32" WEATHER RED CLAY BRICK W/ 1 TO BE FURNISHED IN 1,2,3, OR 4 TYPE 2 MORTAR (MIN. OF TWO INSIDE ENCLOSURE INDICATED HEREBY ARE THE PROPERTY OF CASE HEIGHTS AS REQUIRED. " DRAINAGE z DEVELOPMENT,AND ARE:NOT TO BE USED,EITHER IN WHOLE COURSES AND MAX. OF 12 ) FLAPS ON SIDE 3. MANUF. SHALL CERTIFY THAT MANUFACTURER'S M OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY MAINTENANCE HOLES DELIVERED ( IDENTIFICATION PIPE z 6 ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONFORM TO AASHTO H-20 LOADING K CAST IN WALL M.H. STEPS (S.S. OR STEEL SUPPORTS 2 0 6" CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 4. REBAR SHALL CONFORM TO ASTM .. REINFORCED COPOLYMER 1 1 CASE DEVELOPMENT. A-615-60 Fs=so,000Psl 2 N I POLYPROPYLENE) ; ; ( ) " DRAWING INFORMATION 5. WELDED WIRE MESH SHALL CONFORM CLEAR 1 TO A.S.T.M. A185 Fs=65,000PSI (TYP) ^v CIRCUMFERENTIAL REINFORCEMENT, 0.12 SQ. . • . e• :.: .•' ,. . x .x a•�..:X • 6. CONCRETE SHALL BE 4,000 PSI ® a "' 28 DAYS IN./FT. OF HEIGHT ISSUED FOR REVIEW 5/30/2024 7. FLAT SLAB TOPS (NO JOINT) SHALL HAVE TOP & BOTTOM STEEL. 41 J 8. THERE SHALL BE AN ELEVATION � " a rb S.Q. OR 3'4" DIA. SELF Z c� 4 000 PSI DROP OF AT LEAST 0.10 FEET FROM SEALING BUM GASKET v� CLASS 53 DUCTILE IRON INLET PIPE TO OUTLET PIPE. ALUMINUM ENCLOSURE p CONCRETE SLA PIPE INSIDE ENCLOSURE 3'-3" �n~ 76X6-10/10 WWM MAX' PIPE AS NOTED ON 4' ? 6" LAYER OF 3/4" UTILITY PLAN 5" CRUSHED STONE COMPACTED TO L A #2 STEEL HOOP AROUND MODIFIED PROCTOR% v p OPENING (TYP) a TEST DENSITYT—Y ., . w z PIPE 2" PAST �'a p w a FLEXIBLE In a F 1.1 I INSIDE WALL R JOINT PROVIDE THRUST BLOCK, OR A 81-Key Luxury Resort and related m c> Y MECHANICALLY RESTRAINED x zoo (TYP) JOINTS AT BENDS (TYP) amenities located in Mattituck, developed by: RPZ SECTION VIEW D-Wayne Prieto "KOR-N-SEAL" Founder +VIVO CEO, Ont PlartOne su LP PVC JOINTS 00 FLEXIBLE SLEEVE, OR APPROVED EQUAL CONCRETE SCORING SECTION MONOUTHIC BASE SLAB REINFORCEMENT #4 BARS ® PROJECT: 6" O.C.E.W. TOP THE MATTITUCK RESORT 4' O SANITARY MANHOLE RPZ 9025 Main Road, 04 NOT TO SCALE 05 NOT TO SCALE Mattituck, NY 11952 DETAILS WATER AND SEWER DATE: 05/30/2024 �ERED ARC PROJECT No: MATTITUCK 2024 CASE s��� DRAWING BY: GS/AS Q�✓ lV� n S'y �� CHK BY: Q CD DWG No: e t�. C- 1 1 i CADO No: rr BSCAN: C A S E • ` . Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 WATER MAIN WATER MAIN Project Architect: 10' MINIMUM OR 1'-6" MINIMUM VERTICAL OFFSET GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY MINIMUM SANITARY OFFICE 914 478 4170 CELL 917 597 1982 SEWER VERTICAL OFFSET INFO CASEDEVELOPMENT.COM A Project Developed By: SANITARY SEWER D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.IO CROSS SECTION SANITARY SEWER MAIN / WATER MAIN PARALLEL INSTALLATION SANITARY SEWER MAIN / WATER MAIN CROSSING NOTES 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR SEWER MAINS AND APPURTENANCES" FOR INFORMATION ON ADDITIONAL REQUIREMENTS. REQUIREMENTS ARE CONSISTENT WITH "10 STATE Project Owner: WATER MAIN STANDARDS" AS PUBLISHED BY HEALTH EDUCATION SERVICES. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES. MATTITUCK HOTEL DEVELOPMENT, LLC9025 MAIN ROAD THE CONTRACTOR SHALL VERIFY ELEVATIONS OF EXISTING UTILITIES TO ENSURE ADEQUATE CLEARANCE FOR THE SEWER LINE EXISTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (IN WRITING) OF MATTITUCK, NEW YORK 11952 CONFLICTING ELEVATIONS, ALLOWING THE ENGINEER ADEQUATE TIME TO REVISE GRADES WITHOUT ::�E t E NECESSITATING REMOVAL AND RECONSTRUCTION OF WORK ALREADY COMPLETED BY THE CONTRACTOR. 3. BEDDING BELOW THE PIPE INVERT SHALL BE REQUIRED ONLY WHEN NOTED IN THE OWNER REQUIREMENTS OR WHEN ROCK OR UNSTABLE OR UNSUITABLE CONDITIONS ARE ENCOUNTERED, HYDRANT 4. ALL PIPES SHALL BE BEDDED IN SELECT GRANULAR FILL. REFER TO THE TYPICAL TRENCHING DETAILS OPERATING NUT F AND TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. TEE (HYDRANT TEE PREFERRED) N OFFSET 5. NEW SANITARY SEWER MAINS INSTALLED PARALLEL TO WATER MAINS SHALL HAVE A MINIMUM OF 10' BONNET it SANITARY SEWER HORIZONTAL SEPARATION (MEASURED EDGE OF PIPE TO EDGE OF PIPE OR EDGE OF STRUCTURE) On BEND o WHENEVER POSSIBLE. WHEN 10 HORIZONTAL SEPARATION CANNOT BE MAINTAINED A VERTICAL = SEPARATION OF AT LEAST 1'-6" BETWEEN BOTTOM OF WATER MAIN AND TOP OF SANITARY SEWER PIPE SHALL BE MAINTAINED. IF NEITHER SEPARATION CAN BE MAINTAINED, THE SANITARY SEWER HOSE NOZZLE GROUND LINE MAIN AND WATER PIPE SHALL BE CONSTRUCTED AS SHOWN ON THE CONTRACT DOCUMENTS AS APPROVED BY THE APPROPRIATE HEALTH AGENCY. VALVE (SEE HYDRANT STRUCTURAL ENGINEER STEAMER NOZZLE GROUNDLINE DETAIL 6. CONFORM, AT MINIMUM, TO NYS PLUMBING CODE SECTION 603.2 "SEPARATION OF WATER SERVICE AND UPPER BARREL BUILDING SEWER". IF MORE STRINGENT OR ADDITIONAL PROTECTIONS ARE SHOWN ON THE PLAN FOR 90n FRANGIBLE COUPLIN THE WATER SERVICE, PROVIDE SUCH PROTECTIONS AS SHOWN ON THE PLAN. DEPENDING ON SITE BEND GROUND LINE SPECIFIC CONSIDERATIONS, ADDITIONAL PROTECTIONS MAY INCLUDE SLEEVING THE WATER PIPE IN AN TEE (HYDRANT (SEE HYDRANT OUTER CARRIER PIPE, SLEEVING THE SEWER PIPE, CONSTRUCTING THE SEWER OF PRESSURE RATED TEE PREFERRED) GROUNDLNE DETAIL) FIN15H GRADE PIPE, AND/OR OTHER MEASURES AT THE DISCRETION OF THE LOCAL HEALTH DEPARTMENT AND TYPICAL HYDRANT INSTALLATION ENGINEER. PLAN VIEW OPERATI G Q PROJECT ENGINEER PLAN LOWER BARRE SANITARY SEWER MAIN / WATER MAIN MAIN OPENING VALVE PARALLEL INSTALLATION HYDRANT DRAIN HOL MANUFACTURER'S SHOE SEWERIWATER SEPARATION FINISHED GRADE MAX. OFFSET (VARIES) - - NOT TO SCALE FINISHED GRADE MIN. ROUND LINE NOTES HYDRANT ASSEMBLY CROSS SECTION HYDRANT GROUND LINE DETAIL ALTERNATE HYDRANT INSTALLATION PLAN VIEW NOTE: WILL VARY WITH MANUFACTURER & MODEL SYMBOL LEGEND 2'-6" PREFERRED AB See Detail 15 Door Number V-6" MIN. OR AS FIRE HYDRANT NOTES: i 3❑— Wall Type SHOWN ON CONTRAC 1. FIRE HYDRANT THREADS SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT BEFORE AS Elevation DOCUMENTS Q� 0.0" Elevation Target 0 COMPACT BACKFILL TO 90% ORDERING OR INSTALLING ANY FIRE HYDRANT. 8 Section Cut PROCTOR AROUND HYDRANT 2. AT EACH PROJECT SITE, THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATER A# Revision VALVE BOX (SLIDE TYPE) BARREL OR INSTALL 2' X 2' AUTHORITY TO OBTAIN AND INCORPORATE ANY ADDITIONAL REQUIREMENTS, SUCH AS PLUMB AND SET TO GRADE CONCRETE COLLAR (SEE NOTE 3) COMMONLY SPECIFIED IN SPECIAL NOTES, "OWNER REQUIREMNETS FOR WATER AND 11 Window Number APPURTENANCES TRENCH & CULVERT 3. ALL NEW HYDRANTS SHALL BE DRY—BARREL. TRAFFIC MODELS IN ACCORDANCE WITH North Arrow: EXCAVATION AWWA STANDARD C502 UNLESS SPECIFICALLY REQUIRED OTHERWISE BY THE OWNER REQUIREMENTS. THE GROUND LINE MARKED ON THE HYDRANT, OR IDENTIFIED BY THE MANUFACTURERS USING AN OFFSET FROM A KNOWN POINT ON THE HYDRANT, SHALL BE WITHIN 1" ABOVE OR BELOW FINISHED GRADE. THE HYDRANT SHALL BE INSTALLED SO THAT NO PORTION OF THE LOWER BARREL (THAT PORTION REMAINING IF THE SELECT GRANULAR FILL UPPER BARREL IS BROKEN OFF) EXTENDS MORE THAN 4" ABOVE FINISHED GRADE, HYDRANT TEE LATERAL PER SECTION 203 MEASURED OVER 5'-0" HORIZONTAL SPAN. (PREFERRED) (ANCHOR PIPE 4. WHEN THE HYDRANT CANNOT BE PLACED IN THE DESIRED LOCATION USING THE PREFERRED) DRAIN HOLE TYPICAL HYDRANT INSTALLATION DUE TO CLOSE PROXIMITY TO THE MAIN, THE (SEE NOTE 9) ALTERNATE HYDRANT LOCATION LAYOUT MAY BE USED. DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR WATER MAIN 5. MULTIPLE BARREL EXTENSIONS ARE NOT PERMITTED UNLESS THE DESIRED GRADE INDICATED HEREBY ARE THE PROPERTY OF CASE CANNOT BE REACHED WITH A SINGLE EXTENSIONS. IF A SMALLER EXTENSIONS DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE IS ALREADY IN PLACE ON AN EXISTING HYDRANT, IT SHALL BE REMOVED AND OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY REPLACE WITH A SINGLE LONGER ONE. THE REMOVED EXTENSIONS SHALL BECOME ANY PARTIES OTHER THAN THOSE AUTHORIZED BY • \ THRUST BLOCK THE PROPERTY OF THE OWNER. CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM N �po 6. BACKFILL AROUND THE TOP OF THE LOWER BARREL SHALL BE COMPACTED TO A CASE DEVELOPMENT. STYONET NO.2 DRAINAGE MINIMUM DENSITY OF 957L DRAWING INFORMATION 7. LATERALS FOR HYDRANTS USING ANCHOR PIPES SHALL BE SINGLE PIECE, UNLESS HYDRANT INSTALLATION DETAIL MORE THAN A FULL LENGTH OF ANCHOR PIPE IS REQUIRED. LATERALS FOR HYDRANTS USING THRUST RESTRAINT PROVIDED BY MEANS OTHER THAN AN ANCHOR PIPE ISSUED FOR REVIEW 5/30/2024 SHALL BE SINGLE PIECE, UNLESS MORE THAN A FULL LENGTH (18'-0") OF PIPE IS REQUIRED. 8. NEW WATER MAINS INSTALLED PARALLEL TO STORM AND/OR SANITARY SEWER CONDUITS SHALL HAVE A MINIMUM OF 10'-0" HORIZONTAL SEPARATION (MEASURED EDGE OF PIPE TO EDGE OF PIPE) WHENEVER POSSIBLE. WHEN 10'-0" HORIZONTAL SEPARATION CANNOT BE MAINTAINED, A VERTICAL SEPARATION OF AT LEAST V-6" BETWEEN BOTTOM OF WATER MAIN AND TOP OF SEWER PIPE SHALL BE MAINTAINED. IF NEITHER HORIZONTAL OR VERTICAL SEPARATION CAN BE MAINTAINED, THE WATER AND THE SEWER SHALL BE CONSTRUCTED AS SHOWN ON THE CONTRACT PLANS AND APPROVED BY THE APPROPRIATE HEALTH AGENCY. 9. THE RELOCATION OF AN EXISTING HYDRANT SHALL INCLUDE THE INSTALLATION LENGTH OF ANCHOR PIPE UP TO 6'-6" LONG, INSTALLED AT ANY POINT BETWEEN THE MAIN AND THE HYDRANT. 10. THRUST RESTRAINTS SHALL BE PROVIDED AS FOR A DEAD END AND AS REQUIRED A 81-Key Luxury Resort and related BY THE OWNERS REQUIREMENTS. amenities located in Mattituck, 11. THE HYDRANT DRAIN HOLE SHALL BE KEPT UNOBSTRUCTED, CARE SHALL BE USED TO developed by: KEEP THRUST RESTRAINTS FROM BLOCKING DRAIN HOLE. IF THE HYDRANT DRAIN IS LOCATED WITHIN 10'-0" OF A SANITARY SEWER OR STORM DRAIN, OR IF GROUNDWATER D-Wayne Prieto IS FOUND WITHIN 6'-6" OF FINISHED GRADE, THE HYDRANT DRAINS SHALL BE PLUGGED. Founder + CEO, VIVO Haus 12. HYDRANT DRAINAGE MATERIAL SHALL BE #1 OR #2 STONE PER STANDARD 703-02. VIVO Investment Partners, LP 13. MATERIALS REMOVED UNDER REMOVE EXISTING HYDRANT SHALL REMAIN THE PROPERTY OF THE SYSTEM OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 48 HOURS PRIOR TO REMOVAL TO COORDINATE PICK—UP, OR SHALL PROJECT:STORE THE MATERIALS FOR PICK—UP ON—SITE A.O.B.E. THE MATTITUCK RESORT 14. MATERIALS REMOVED UNDER REMOVE AND DISPOSE OF EXISTING HYDRANT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY 9025 Main Road, REMOVED FROM THE WORK SITE A.O.B.E. MattitUCk, NY 11952 FIRE HYDRANT NOT TO SCALE DETAILS WATER AND SEWER SEAL N DATE: 05/30/2024 ��RED A& PROJECT No: MATTITUCK 2024 Y CASE DRAWING BY: GS/AS 0 CHKBY: 2 �: 0r" �0 DWG No: C- 1 .2 CADO No: .v. BSCAN: CASE • - Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 --- ---------- -- -- ---- Office 914 478 4170 Cell 917 597 1982 Project Architect: LIE 11)a LJ a a •.� STANDARD NYSDOT STORM PICK HOLE FRAME AND COVER (PROVIDE GRATE INLET, OR flnnnF �nnm j SOLID COVER AS SHOWN GREGORY SHARP ARCHITECT,PC 10" REINFORCED ON PLAN) 14 PALISADE STREET, SUITE 211 H-20 TRAFFIC PAVEMENT COURSES SHEETING AS REQ'D DOBBS FERRY Q D D 1' MIN, 2' MAX BEARING SLAB (DESIGN BY CONTRACTOR) NOTES SUBBASE COURSE OFFICE 914 478 4170 CELL 917 597 1982 Q� P GRADEFINISH 1. THE MINIMUM DEPTH OF BEDDING INFO@CASEDEVELOPM ENT.COM o SHALL BE 3" FOR PLASTIC AND OPENING SHALL BE PRECAST RISER RINGS OR PIPES AND CORRUGATED METAL '4 BACKFILL WITH PIPE-ARCHES. STRUCTURAL PLATE A Project Developed By: RECTANGULAR WITH ` ' PLAN a alca ® ® - - - CONCRETE BRICK MAY HAVE 4,6, OR 8 RIBS) PLAN MAXIMUM DIMENSION OF 4 FL _ SUITABLE MATERIALS PIPE-ARCHES SHALL BE BEDDED ® - STORM PIPE CONNECTIONS IN UNPAVED AREAS FOR THE FULL WIDTH OF BOTTOM D-WAYNE PRIETO �" AND MINIMUM DESIGN OF I®® ® ® _ _ - VARY, REFER TO UTILITY AND SELECT PLATES. FOUNDER + CEO, VIVO HAUS PLAN 1".TOTAL AREA OF OPENINGS SHALL BE NO I®®® ® - - - PLAN. PROVIDE 12" 0 GRANULAR FILL IN 3' MINIMUM PAVED AREAS, 2. "SELECT GRANULAR FILL" AS VIVO INVESTMENT PARTNERS, LP C.P.P. UNLESS OTHERWISE HTTPS://VIVOHAUS.10 LESS THAN 1.60 SQUARE ®® ® ® - - - COVER r7A fl 34" FEET. L_z NOTED ON PLAN COMPACT TO 95% IN DEFINED IN TECHNICAL n DnR UL W a PAVED AREAS AND SPECIFICATIONS. PROVIDE A 32" 3/4" nJ PRECAST CONCRETE AT LEAST 85% IN MINIMUM OF 6" SELECT GRANULAR 2" . 30"s� rn DRAINAGE RINGS UNPAVED AREAS FILL PIPE BEDDING WHERE ROCK OR 2�-{ "� r 32 32" C (4,000 P.S.I.) OTHER UNSUITABLE CONDITIONS ARE �~ ~I� �aF •. ENCOUNTERED. to 1. WRAP ENTIRE STRUCTURE " a WITH FILTER FABRIC. •••• •. .a 3 "UNSUITABLE EAMATERIALS"R NARE AS �) .- 2. 3'-0 MIN. COLLAR e DEFINED IN TECHNICAL 43 M SECTION B-B (SEE NOTE)�±/ � " " ' SECTION A-A MAINTENANCE HOLE COVER - BACKFILL WITH COMPACTED •• • SPECIFICATIONS. MAINTENANCE HOLE COVER APPROXIMATE MASS 230 LBS. SECTION C-C BOTTOM OPEN A CLEAN SAND AND GRAVEL. MAINTENANCE HOLE COVER Project Owner: APPROXIMATE MASS 350 LBS. NOTES •• APPROXIMATE MASS 240 LBS. 11'-4" TABLE 1 MATTITUCK HOTEL DEVELOPMENT LLC 1. SELECT MAINTENANCE HOLE FRAMES AND iv? 4" 4` COVERS FROM THE NYSDOT ENGINEERING 12-0" • . DRAINAGE SELECT GRANULAR DIAMETER OR SPAN "C" 9025 MAIN ROAD DIVISION'S APPROVED LIST. PIPE FILL (AS REQUIRED) D - ROUND PIPE GROUNDWATER z?u-a COMPACT TO 95% UP THRU 24 S - PIPE ARCHES MATTITUCK, NEW YORK 11952 _ _ 2. SANITARY SOLID COVERS SHALL BE CAST F 0 o •• •• • MODIFIED PROCTOR > 24" TO 144' 24" WITH WORDING "SANITARY" ?a 5 a DENSITY (VARIABLE 3. DRAINAGE SOLID COVERS SHALL BE CAST co z o a •. .• • • DEPTH) > 144" 60" WITH WORDING "STORM" a z N Z C a 4. ALL FRAMES AND COVERS SHALL BE rn RATED FOR H-20 LOADING. MANHOLE CIRCULAR FRAMES AND COVERS STORMWATER DRYWELL TYPICAL STORM PIPE TRENCH D� NOT TO SCALE 02 SCALE: 1 2 1 VJ SCALE: 1 2 1 STRUCTURAL ENGINEER PROJECT ENGINEER NOTES SYMBOL LEGEND A8 9 See Detail CID Door Number RATE OR CURB INLET AS NOTED ON PLAN ❑3- Wall Type (SELECT FROM NYSDOT APPROVED UST) '8 Elevation 0.0" Elevation Target NI H AVEMENT AS Section Cut GRADE 2 COURSE CONCRETE Revision PAVER OR COLLAR 11 Window Number • X 6" W4 X W4 W.W.M. z OD Ja 5'-0" North Arrow: 0. 6 ® 6" EACH WAY a M o z r :a 2'-6" p iV �n WOQ t0 z ?� I W W 3 �s U Y N U1 I w W ROVIDE CORNER o DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR a o BARS IF BASE z ARGE INSIDE do I JK Q►- SECTION IS NOT � OUTSIDE TYPE 11 INDICATED HEREBY ARE THE PROPERTY OF CASE > � �- ' DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE o ;� MONOLITHIC o CONCRETE 4000 PSI OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY REINFORCE AS REQUIRED FOR a I 1 -6" I AASHTO H-20 LOAD RATING, N0. o iv iv ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 6 BAR ® 6" TYPICAL T_ ::��EINFORCEMENT CASE DEVELOPMENT. g" 4-0» g" (SEE TABLE) DRAWING INFORMATION TOP SLAB REINFORCEMENT LAYOUT 5'-0" RAVEL FILLED DRAINAGE SUMP \EINFORCE FOR H-20 LOADING, ISSUED FOR REVIEW 5/30/2024 STANDARD MAINTENANCE HOLE FRAME (OPTIONAL) NO. 6 BAR AT 6" TYP DRAINAGE MAINTENANCE HOLE NOTES AND COVER FROM NYSDOT APPROVED SECTION FINISHED GRADE LIST, CAST WITH "STORM" LABEL 1. DRAINAGE MAINTENANCE HOLES SHALL 4'-0" X 4'-0" X 6'-0" PLAN - TOP SLAB - H-20 LOADING CONFORM TO NYSDOT STANDARD HIGH KNOCK-OUT CATCH BASIN SPECIFICATIONS. 1' MIN, 2. ALL MAINTENANCE HOLES SHALL BE 2' MAX CERTIFIED BY THE MANUFACTURER AS SUITABLE FOR AASHTO H-20 TRAFFIC DRAINAGE STRUCTURE REINFORCEMENT LOADING. ;;" ` "' 00 `' 6"X6" W4 X W4 W.W.M. TYP 3. STRUCTURE SHALL CONFORM TO ASTM -2'-8"-� REINFORCE AS REQUIRED FOR CATCH BASIN NOTES: WALL a AASHTO H-20 LOAD RATING, NO. HEIGHT "A" RISER REINFORCEMENT SEE NOTE 1 C478 �z THICKNESS ( ) 4. SEAL JOINTS BETWEEN PRECAST a-,aa.. ,� 6 BARS ® 6" TYPICAL 1. STRUCTURE HEIGHT VARIES, SEE 6" 6"X6" - W6 X W6 OR 3 BARS AT 10" BOTH HORIZONTAL AND VERTICAL SECTIONS WITH ELASTOMERIC GASKETS, a m 5 TYP PROVIDE LADDER RUNGS ® UTILITY PLAN. UP TO 7'-0" 8" UNREINFORCED A 81-Ke Luxury Resort and related OR EQUAL �_ 2. COVER VARIES, REFER TO y rY 12" O.C., IF MAINTENANCE 7'-0" TO 14'-0" 8" 6 X6 - W8.5 X W8.5 OR 3 BARS AT 8 BOTH HORIZONTAL AND VERTICAL 5. ALL REBAR SHALL BE GRADE 60 w-' DRAINAGE COVER DETAILS ON amenities located in Mattituck, HOLE IS DEEPER THAN 4' 14'-0' TO 21'-0" 8" 4"X4" - W8.5 X W8.5 OR 3 BARS A 5 BOTH HORIZONTAL ANDVERTICAL 6. THIS DETAIL APPLIES TO STRUCTURE o ° ° SHEET G-C-01. developed by: DEPTHS OF 7' OR LESS i>o ,"• 3. TOP SLAB TO SUPPORT AASHTO FLOOR SLAB REINFORCEMENT (SEE NOTE 1) 7. PRECAST STRUCTURES SHALL BE 6" CIRCUMFERENTIAL STEEL, H-20 TRAFFIC LOADING. UP TO 7'-0" 6"X6" - W11 X W11 OR 3 BARS AT 6" IN BOTH DIRECTIONS D-Wayne Prieto MANUFACTURED AT AN ACI CERTIFIED 0.15 IN"2 PER VERTICAL FOOT 4. CONCRETE STRENGTH TO BE 4000 7'-0" TO 14'-0" 4"X4" - W11 X W11 OR 4 BARS AT 4" IN BOTH DIRECTIONS Founder + CEO VIVO Haus PLANT. PSI ® 28 DAYS. '• 5. WELDED WIRE MESH ASTM A185. 14'-0" TO 21'-0" 4"X4" - W14 X W14 OR #3 BARS AT 3" IN BOTH DIRECTIONS VIVO Investment Partners, LP • FORMED CONCRETE INVERT 6. REBAR ASTM A615 GRADE 60. PROVIDE CORNER .C., IF i D/4 » 7. ALL PRECAST CONCRETE 14" X 14 ® 11" O.C., IF 6 X 6 W11 X W11 W.W.M., OR STRUCTURES MUST MEET BOTTOM OF STRUCTURE IS , NO. 4 BAR ® 6" EACH WAY PROJECT: ° ACI CODE AND SPECIFICATIONS. NOT MONOLITHICALLY CAST OD :x :z ;x ,-x- x: 8. PRECAST STRUCTURES SHALL BE REINFORCEMENT NOTE THE MATTITUCK RESORT 6" THICK NYSDOT NO. 2 STONE MANUFACTURED AT AN ACI CONCRETE COMPRESSIVE STRENGTH CERTIFIED PLANT. 1. REINFORCEMENT FOR RECTANGULAR DRAINAGE UNITS (CAST IN PLACE OR PRECAST) 9025 Main Road OF 4,000 PSI MIN (TYP) SUITABLE SUBGRADE BAR REINFORCEMENT INDICATED FOR RECTANGULAR TOP SLABS, RISERS AND BASES , �-/ COMPACTED TO 95% MODIFIED SHALL BE GRADE 60. WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL MEET Mattituck, NY 11952 PROCTOR TEST DENSITY THE REQUIREMENTS OF §709-02. RISER REINFORCEMENT SHALL BE PLACED SO IT WILL HAVE A MINIMUM COVER OF 2" BUT NO MORE THAN 4" FROM THE INSIDE SECTION VIEW FACE. THE REINFORCEMENT SHALL EXTEND COMPLETELY AROUND THE DRAINAGE STRUCTURE RISER AND SHALL BE LAPPED AND TIED. BASE REINFORCEMENT SHALL BE PLACED ABOVE THE MIDPOINT OF SLAB AND SHALL HAVE A MINIMUM CONCRETE COVER OF 2". DETAILS DRAINAGE CIRCULAR STORMWATER JUNCTION MANHOLE RECTANGULAR STORMWATER CATCH BASIN 04 SCALE: 1 2 ffi 1 05 NOT TO SCALE DATE: 05/30/2024 ��RED ARcy PROJECT No: MATTITUCK 2024 �►`�OQy CAS,S,A, DRAWING BY: GS/AS Q� !vim �•n 0 CHK BY: C7 - DWG No: c. C- 1 .3 CADO No: v:r ' BSCAN: l CASE • . . Case Development Inc 145 PALISADE STREET, SUITE 211 Dams FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: WIRE HANGER (TYP.) 177 if RESTORE SURFACE IN MORTAR MORTAR KIND OR AS SPECIFIED ON LEVELINGJMIN SAWCUT IN PAVED AREAS THE CONTRACT DOCUMENTS COURSE SEE PAVEMENT GREGORY SHARP ARCHITECT,PC COMPACTED BACKFILL REPLACEMENT DETAILS 145 PLACED IN 6" LAYERS 1 Doses FERRY PALISADE STREET, SUITE 211 BEFORE COMPACTION OFFICE 914 478 4170 CELL 917 597 1982 SEAL WITH WATERPROOF COMPOUNINFO@ CASEDEVELOPMENT.COM 10; BUTYL-ACRYLATE BASED SEALANT OR APPROVED EQUAL 0 NOTES: A Project Developed By: " MAX.II � COMPACTED BACKFILL PLACED IN N 6' LAYERS BEFORE COMPACTION 1. IN EXISTING PAVED AREAS, SAW CUT EXISTING DD-WAY R+CEO VIVO HAUS PRIETO TO GROUND TERMINAL PAVEMENT 12" FROM THE EDGE OF TRENCH, APPLY CONDUIT AS SPECIFIED ON NO. 6 BARESTRANDED COPPER CRACK SEALER, AND PROVIDE THE TYPICAL VIVO INVESTMENT PARTNERS, LP THE CONTRACT DOCUMENTS i7 a GROUND WIRE PAVEMENT SECTION OVER THE TRENCH (MATCH HTTPS://VIVOHAUS.IO EXISTING PAVEMENT SECTION). INSULATING GROUNDING CONDUIT AS SPECIFIED ON THE BUSHING (TYP.) CONTRACT DOCUMENTS REPLACE WITH 4" 2. CONTRACTOR SHALL CONFORM TO THE o TOPSOIL AND SPECIFICATIONS OF THE ELECTRIC / GAS & GRASS TO MATCH 2'-0" COMMUNICATIONS UTILITY COMPANIES WHERE GROUND CLAMP EXISTING 3/4" STONE COMPACTED TRENCH WIDTH APPLICABLE. TO 95% MODIFIED PROCTOR Ue _ 3. TRENCH MAY CONTAIN ANY COMBINATION OF DRY 5/8" x 10' COPPERCLAD TEST DENSITY I (�I�I I I I I I_I I I I I I I I I I I_I I I_I UTILITIES WITH THE CLEARANCES SHOWN. REFER TO GROUND ROD AS REQUIRED PULL BOX BASE I I—I I—III—III—I I(_III=T=I =I I UTILITY PLAN FOR SITE SPECIFIC REQUIREMENTS. FOR GROUNDING SYSTEM I L l I I—I I MI 1 I — — — — 1—I(I—) I—I 4• REFER TO UTILITY PLAN AND TECHNICAL "I rI l l=III-1—I I, : �... - =: _•. ` I I�- I 1. 11-I I,'III SPECIFICATIONS FOR CONDUIT AND PIPE Project OWner: NOTES. RECTANGULAR PULLBOX INSTALLATION _i I :. _I(�' REQUIREMENTS MATTITUCK HOTEL DEVELOPMENT, LLC II I DETECTABLE MARKER TABLE TO BE 9025 MAIN ROAD 1. PULL BOX INSTALLATION SHALL COMPLY WITH LATEST REVISION OF t2". MI{�},6'::mi. .. NFPA 70, NATIONAL ELECTRIC CODE. HDPE GAS SERVICE INSTALLED 12" ABOVE CONDUIT MATTITUCK, NEW YoRK 11952 SAND BACKFILL, COMPACT TO II 2. WIRING OTHER THAN GROUND WIRES SHALL BE SECURED TO THE WIRE z 95% DENSITY HANGAR AND HELD CLEAR OF THE BOTTOM OF THE PULLBOX. PVC ELECTRIC SERVICE CONDUIT 3. ENTIRE COVER, STRUCTURE THICKNESS AND REINFORCEMENT SHALL BE tO PVC COMMUNICATIONS SERVICE CONDUIT RATED FOR H-20 LOADING IF INSTALLED IN VEHICULAR TRAFFIC AREA. 4. ALL PULL BOX INSTALLATIONS SHALL FOLLOW OSHA STANDARDS AND 16 NYCRR PART 753 - PROTECTION OF UNDERGROUND FACILITIES. TYPICAL ELECTRIC OR TELECOM PULLBOX �„1 TYPICAL ELECTRIC/GAS/TELECOM TRENCH NOT TO SCALE v� NOT TO SCALE STRUCTURAL ENGINEER PROJECT ENGINEER PROVIDE 4 SEMI-ROUND 1"0 DRAIN GROOVES o OUTLINE LIGHT POLE BASE 0- 0 z PROVIDE 4 SEMI-ROUND U CONCRETE FOUNDATION DEPTH "D" NOTES 1"0 DRAIN GROOVES wv POLEGROUNDGROUND WATER " BELOW BOTTOM MORE THAN 2'-0" LESS THAN 2'-0 N = �S HEIGHT SLOPE OF FOUNDATION BELOW SURFACE BELOW SURFACE H OUTLINE LIGHT POLE BASE Q 30' 51:4 5' 5' 5' d S 30' >1:4 6' 6' 6' ^ 31' to 50' S 1:4 6' 6' 6' z 1" HEAVY DUTY GALVANIZED PLAN 31' to 50' Z1:4 7'-6" 8'-6" 8'-6" F CONCRETE FOUNDATION DEPTH "D" _ STEEL STUD 6" LONG, FULLY GROUNDING BUSHING UN WATER THREADED WITH HEX NUT SYMBOL LEGEND w v POLE ROUN BELOW BOTTOM MORE THAN 2'-0" LESS THAN 2'-0" LIGHT POLE BASE U 1s g HEIGHT SLOPE OF FOUNDATION BELOW SURFACE BELOW SURFACE 1" x 45' (MATCH APPEARANCE OF EXISTING S30' 51:4 5' 5' 5' CHAMFER LIGHT POLES) e See Detail 15 Door Number < K30' >1:4 g' 6• 6. 31' to 50' S 1:4 6' 6' 6' 8 1" HEAVY DUTY GALVANIZED PLAN 31' to 50' Z 1:4 7'-6" 8'-6" 8'-6" • NOTES �— Wall Type STEEL STUD 6" LONG, FULLY GROUNDING BUSHING n `' "' A8 Elevation g THREADED WITH HEX NUT LIGHT POLE BASE Q F a 1. FOR MOST CASES, EXISTING SITE LIGHT 0.0" Elevation Target MATCH APPEARANCE OF EXISTING := POLES WILL BE RETAINED AND REUSED. 8 Section Cut ( a cn PAVEMENT AREA Revision CHAMFER a LIGHT POLES) �vX= USE THIS DETAIL WHERE THE PLANS TOP OF SIDEWALK SHOULDER w CALL FOR OR SHOW NEW LIGHT POLES. 1 1 Window Number GRADE OR MALL 1" MALLEABLE IRON BOLT '' `� THIS DETAIL APPLIES TO STANDARD CURB COUPLING 3" LONG POLES, NOT HIGH MAST LIGHTS./__�_ North ACCOW: a ROADWA 2. THIS DETAIL (FOUNDATION WITH REVEAL Y (OPTIONAL) COUPLING ABOVE GRADE) IS INTENDED FOR •i i '`� to VEHICULAR TRAFFIC AREAS, AND TO NOTES:7Li MATCH EXISTING LIGHT POLES WHICH o-� HAVE A FOUNDATION REVEAL ABOVE 1" MALLEABLE IRON BOLT `a 1. FOR MOST CASES, EXISTING SITE LIGHT ma GRADE. COUPLING 3" LONG POLES WILL BE RETAINED AND REUSED. (OPTIONAL) 41 M USE THIS DETAIL WHERE THE PLANS w w 3. PROVIDE A LIGHT POLE FOUNDATION o� COUPLING CALL FOR OR SHOW NEW LIGHT POLES. o v EQUIVALENT TO A STANDARD NYSDOT ` m i i THIS DETAIL APPLIES TO STANDARD 4 1/2" LEG DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 1" LIGHT POLE FOUNDATION, SEE NYSDOT POLES, NOT HIGH MAST LIGHTS. FOUNDATION STANDARD SHEET 670-01 AND RELATED INDICATED HEREBY ARE THE PROPERTY OF CASEDEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE w w •:s` _f;•c�' "•::•'..:� ANCHOR BOLTS NYSDOT REQUIREMENTS. OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY o N 2. THIS DETAIL (FOUNDATION FLUSH WITH � a;;�.':: THREAD LENGTH GRADE) IS NOT FOR USE IN VEHICULAR '"' '`'�' TO BE 4" ANY PARTIES OTHER THAN THOSE AUTHORIZED BY TRAFFIC AREAS. (6) NO. 6 BAR EQUALLY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 4 1/2" LEG 3. PROVIDE A LIGHT POLE FOUNDATION SPACED, 3" FROM OUTSIDE EDGE VELEVATION CASE DEVELOPMENT. '+r (4) - 1" EQUIVALENT TO A STANDARD NYSDOT 4,000 PSI CONCRETE DRAWING INFORMATION . •. ; FOUNDATION LIGHT POLE FOUNDATION, SEE NYSDOT NO. 3 TIES AT 12" O.C. .';' a ANCHOR BOLTS •g'�:a.r'�;;,= STANDARD SHEET 670-01 AND RELATED " THREAD LENGTH • �` '�`••"•='• NYSDOT REQUIREMENTS. TO BE 4" ISSUED FOR REVIEW 5/30/2024 ELEVATION 4,000 PSI CONCRETE FLUSH LIGHT POLE FOUNDATION A/ .t l_ NON-FLUSH LIGHT POLE FOUNDATION vo NOT TO SCALE - FOR USE IN NON-VEHICULAR TRAFFIC AREAS �`� NOT TO SCALE - FOR LIGHT POLES IN VEHICULAR TRAFFIC AREAS A 81-Key Luxury Resort and related amenities located in Mattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 DETAILS UTILITY DATE: 05/30/2024 n,,,EDPROJECT No: MATTITUCK 2024 DRAWING BY: GS/AS CHK BY: DWG No: � a, C-1 .4 CADO No: BSCAN: CASE • Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com -- Office 914 478 4170 Cell7 1982 EXPANSION JOINT Project Architect: WIDTH AS SHOWN ON PLAN SMOOTH TOOLED FINISH �" CONTRACTION JOINT AROUND ALL EDGES (TYP �- II CROSS SLOPE: 1% MIN , MAX 1.5% GRADE-6" MEET ADJOINING URETHANE JOINT 4,000 PSI COMPRESSIVE EXPANSION JOINT r _ SEALING COMPOUND ,g.* .�•,;,;t.Y��;.y:,r.w:: .',;,:"' y:.•:.. It STRENGTH CONCRETE ORY HARP ARCHITECT,PC ;t�•�: '••• ' ' ,k•1..�4 :- .s;5' PER SPECIFICATION 6"X6" 10/10 145 PALISADE STREET, SUITE 211 GAUGE lac.. :'f�.;Y'' '2;.:•} r`'';,y.. +d.•;. ^.< DOBBS FERRY PAVEMENT n �• :~ : • �� /�� `� FABRIC WELDED WIRE SECTION AS • /���\/��j\ OFFICE 914 478 4170 CELL 917 597 1982 \ \ 'n iv 2" : iv 2�__l SEATED AND IDENTIFIED ON �;r ,;,.;� PLAN. REFER + d ��\/� / L �- L -'I SECURED ON E T.COM TO PAVEMENT ;�+~�:f:y':£:r?'' \ INFO CASEDEVELOPM N::h sir:•.:•.,;.rye.. a .. �\ : : .•': : � STANDS (TYP) LIGHT/ / / / / / / 6" STABILIZED CONCRETE OSU FACE 5'-0" T- <�.1.. r• 7- .y :. A Project Develo ed B M FINISH SECTION DETAILS / / / / / / / � � BASE I I p BY: \�\\ d' \/\ \\�\ \ \ \ \ INSIDEAREA TOOLED ( ') COMPACTED EDGE TO CREATE EXPANSION JOINT FILLER 6" D-WAYNE PRIETO SUBGRADE PICTURE FRAME EFFECT OR STRIP AGGREGATE BASECOU SE " CONTRACTION JOINT FOUNDER + CEO, VIVO HAUS I VIVO INVESTMENT PARTNERS, LP CURB AS 4" CONCRETE HTTPS://VIVOHAUS.IO SPECIFIED ON SIDEWALK 4000 PSI EXPANSION CONTRACTION E PLAN (REFER X WWM. JOINT JOINT TO CURB EXPANSION ION JOINT EVERY 20' DETAIL) CONCRETE SIDEWALK 01 NOT TO SCALE Project Owner: MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 SLOPE TOWARDS ASPHALT SAFETY RAILING NOTES: 6" FINISHED GRADE 1.5" 0 SCH 40 ALUMINUM 1. THE RAILING SYSTEM SHALL BE DESIGED 4 R-1 " FOR THE LOADING CRITERIA OF NYS AS NOTED ON PLAN) / RAILING OR APPROVED EQUAL BUILDING CODE 1607.8 INCLUDING THE R=1" CLEAR ANODIZED FINISH FOLLOWING: 1" LIQUID AC CONCRETE CURB NOTES: • ABILITY TO WITHSTAND A POINT LOAD ������ 'A. 1. CONCRETE CURB SHALL OF AT LEAST 200 LBS APPLIED AT \ \ \ . ' THE TOP RAIL AT ANY POINT AND IN " 1.5" LAYER OF 9 ���/��� ��/ 4; HAVE A COMPRESSIVE 1.5 LAYER OF 9 ANY DIRECTION. MM TOP COURSE MM TOP COURSE STRENGTH OF 4,000 PSI • ABILITY TO WITHSTAND A LINEAR LOAD -° TYPICAL PAVEMENT 28 DAYS VARIES 8 MAX % SECTION AS OF 50 LBS PER FOOT APPLIED TO LIQUID A/C LIQUID A/C 2. ALL CURBS HAVE 6" REVEAL SPECIFIED UNLESS OTHERWISE NOTED ALUMINUM POST � THE TOP RAIL. ', a BASE BOLTED TO • ABILITY TO WITHSTAND A POINT LOAD 2.5" LAYER OF 2.5" LAYER OF °. (SEE PAVEMENT ON PLAN. CONCRETE. COAT OF 50 LBS APPLIED TO ANY 19 MM BINDER 19 MM BINDER Q, SECTION DETAIL) 3. CONCRETE TO CURE 14 STRUCTURAL ENGINEER BOTTOM OF POST INTERMEDIATE RAIL. LIQUID A/C DAYS MIN. BEFORE PAVING BASE WITH TWO 4' AGAINST CURB, OR EARLIER COATS OF EPDXY. :r 2. ALL HARDWARE / FASTENERS SHALL BE 12" LAYER OF 3" LAYER OF ° ° IF ADEQUATE STRENGTH IS a T316 STAINLESS STEEL. RCA OR 3/4" 37.5 MM BASE ° DEMONSTRATED TO THE CRUSHED STONE I I 6" STABILIZED BASE/RCA ENGINEER THROUGH TESTING. 3/4 LAYER CR SHEDRSTONECA R I----9"--I MIN., 20' MAX. ' EXPANSION IN E 'X., x- x=s :•z PROJECT ENGINEER ::. . �..•.; , .' :.... e ° SUITABLE SUBGRADE COMPACTED TO 95% SUITABLE SUBGRADE REINFORCED CONCRETE MODIFIED PROCTOR COMPACTED TO 95% SUBGRADE COMPACTED TO 95%] TEST DENSITY ® MODIFIED PROCTOR WALK, REFER CONCRETE WALK DETAIL OPTIMAL MOISTURE TEST DENSITY CONTENT OPTIMAL MOISTURE CONTENT NOTES ALUMINIMUM SAFETY RAILING TYPICAL ASPHALT PAVEMENT SECTION CONCRETE CURB 02 NOT TO SCALE 03 NOT TO SCALE 04 NOT TO SCALE SYMBOL LEGEND Ag See Detail 15 Door Number ❑3-- Wall Type ALUMINUM FLAG POLE AS Elevation 0.0" Elevation Target (HEIGHT AS SPECIFIED ON PLAN). g Section Cut A8 ® Revision 11 Window Number BOLLARD NOTES: FLAG POLE NOTES: 1. ALL BOLLARDS ARE THE FIXED/ORDINARY TYPE 1. CONTRACTOR SHALL SUBMIT SHOP North Arrow: UNLESS OTHERWISE NOTED ON THE PLAN. DRAWING FOR REVIEW BY 2. BOLLARD FINISH: PREPARE GALVANIZED COATING TO ENGINEER. INCLUDE PHOTOS OF EXISTING FLAG POLES. w RECEIVED PAINTED FINISH. APPLY (1) COAT OF RUST o 0 0 INHIBITOR PRIMER. APPLY (2) COATS OF GLOSS ENAMEL (SAFETY COLOR YELLOW UNLESS OTHERWISE 2. USE THIS DETAIL FOR FLAGPOLES � DIRECTED BY OWNER). GALVANIZED, WELDED WITH HEIGHT IN THE RANGE 20' TO w In Q ' W STEEL CAP, GRIND 50 MO 3. ALL CONCRETE SHALL HAVE A MINIMUM cn"m COMPRESSIVE STRENGTH OF 4,000 PSI ® 28 DAYS. SMOOTH 3. PROPOSED FLAG POLES SHALL a Z Q DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR MATCH EXISTING FLAGPOLES TO I—J INDICATED HEREBY ARE THE PROPERTY OF CASE 4. USE ONLY WHERE INDICATED ON PLANS. 5" NOMINAL THE EXTENT PRACTICABLE. 0 a w I DEVELOPMENT,AND ARE NOT TO BE USED, EITHER IN WHOLE OVERFILLED CONCRETE GALVANIZED FINISHED TO DRAIN 5. FOR MULTIPLE BOLLARDS, TYPICAL SPACING IS 5 STEEL PIPE =o(n OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY 4. UNLESS OTHERWISE NOTED, THE a ANY PARTIES OTHER THAN THOSE AUTHORIZED BY O.C. UNLESS OTHERWISE NOTED ON THE PLAN. CENTER FLAGPOLE IN A GROUP OF CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM MONUMENT BOX, FRAME FLAGPOLES SHALL BE TALLER CASE DEVELOPMENT. BOLLARD TO BE PAINTED AND COVER, CAMPBELL THAN THE SURROUNDING POLES. 1 COAT - METAL PRIMER RETAIN 3 OR COVER2 COATS - "SAFETY YELLOW" 5. FLAGPOLE BASES SHALL HAVE DRAWING INFORMATION OWNER'S USE WHEN SUFFICIENT MOMENT RESISTANCE BOLLARD IS REMOVED) TO WITHSTAND LOCAL WIND ISSUED FOR REVIEW 5/30/2024 LOADING. CONCRETE FILLED 1 4" , SLOPE CONCRETE 4000 PSI REINFORCED THICK 6" DIA. SCH 80 my SURFACE FOR 6. REFER TO TECHNICAL CONCRETE PAD STEEL PIPE •� POSITIVE DRAINAGE SPECIFICATIONS FOR ADDITIONAL I REQUIREMENTS. 6X6 10/10 WELDED WIRE GROUND SURFACE/SIDEWALK MESH FINISH GRADE 6' MIN � 6" COMPACTED ^ CRUSHED STONE 6" NOMINAL STEEL PIPE COMPACTED SUBGRADE 10 , 4000 PSI CONCRETE NO.3 TIES 0 12" O.C. A 81-Key Luxury Resort and related ° rtOi I :• .¢ o FOUNDATION SLEEVE amenities located in Maittituck, :. 44 a 1 1/4" WEEP HOLE En developed by: o PLACE AT CENTER OF w D-Wayne Prieto I •' ! LIGHTNING SPIKE Founder + CEO, VIVO Haus A ° 5 CONCRETE CYLINDER Z o NYSDOT #1 CRUSHED STONE VIVO Investment Partners, LP 4000 PSI CONCRETE �_V-6• 1n SIX (6) NO. 6 BAR WITH t---24•--I EQUAL RADIAL SPACING PROJECT: AROUND FOUNDATION CENTER. INSTALL FIXED BOLLARD MOVABLE BOLLARD CONCRETE COVER. 3" THE MATTITUCK RESORT NTs 3' MIN I 9025 Main Road, Mattituck, NY 11952 7777 BOLLARDS TYPICAL FLAG POLE 05 NOT TO SCALE 06 NOT TO SCALE DETAILS SITE DATE: 05/30/2024 ytER PROJECT No:RC,y - MATTITUCK 2024 � a OPV ASF /A DRAWING BY GS/AS �0 CHK BY. C7 p DWG No: A C- 1 .5 I CADO No: W BSCAN: CASE • • ' Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 - - - -- ----- - -- - - vvvvw.case eve opmen.com Office 914 478 4170 Cell 917 597 1982 Project Architect: WOVEN WIRE FENCE 50'MIN. EXISTING (MIN. 14 1/2 GAUGE 10' MAX. C. TO C. W/ MAX. 6" MESH z 3' g. SPACING) 40" MIN. FENCE POST GREGORY SHARP ARCHITECT,PC (p ••, ; WOVEN WIRE FENCE 8'-0" 145 PALISADE STREET, SUITE 211 MOUNTABLE BERM �\ 40" MIN. LENGTH FENCE (MIN. 14 1/2 GAUGE N TYP DOBBS FERRY EXISTING —f GEOTEXTILE (OPTIONAL) POSTS DRIVEN MIN. 18" MAX. 6` MESH SPACING) GROUND INTO GROUND. WITH FILTER CLOTH OFFICE 914 478 4170 CELL 917 597 1982 LOW PROFILE F Z UNDISTURBED OI INFO@CASEDEVELOPMENT.COM HEIGHT OF FILTER �—GROUND a = 18" MIN COMPACTED SOIL — A Project Developed B 50'MIN. - p y: y y y yr Z EMBED FILTER CLOTH ', SECTION A-A A MIN. OF 6" IN GROUND. " z D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS EXISTING �� y y �' y y y y T t. 4 r- 01 R' VIVO INVESTMENT PARTNERS LP GROUND 00 A A TEMP z 12'MIN:: EXISTING CONSTRUCTION tV ---1 PAVEMENT '';:''•�: FENCING HTTPS://VIVOHAUS.IQ z 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 'mo PLAN VIEW o OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. PLAN 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. NOTES: 1. STONE SIZE — USE 2" CRUSHED STONE OR GRAVEL. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER— 1. ACTUAL LAYOUT TO BE DETERMINED IN THE LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, FIELD. 2. LENGTH — NOT LESS THAN 50 FEET MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 2. A CONCRETE WASHOUT SIGN SHALL BE Project Owner: 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. INSTALLED WITHIN 30' OF THE TEMPORARY 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT CONCRETE WASHOUT FACILITY. MATTITUCK HOTEL DEVELOPMENT, LLC POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR FOOT IF SINGLE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 3. MATERIALS USED TO CONSTRUCT TEMPORARY 9025 MAIN ROAD ENTRANCE TO SITE. ( , "BULGES" DEVELOP IN THE SILT FENCE. CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND MATTITUCK, NEW YORK 11952 5. GEOTEXTILE WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING DISPOSED OF OR RECYCLED. 4. HOLES, DEPRESSIONS, OR OTHER GROUND OF STONE. DISTURBANCE CAUSED BY THE REMOVAL OF 6. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON— THE TEMPORARY CONCRETE WASHOUT STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS FACILITIES SHALL BE BACKFILLED, REPAIRED, IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. AND STABILIZED TO PREVENT EROSION. 7. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL �,,� SILT FENCE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL NOT TO SCALE SEDIMENT E IIT BE REMOVED IMMEDIATELY.DROPPED, ASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY CONCRETE WASHOUT DETAIL NOT TO SCALE 8. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED. STRUCTURAL ENGINEER 01 0 TYPICAL CONSTRUCTION ENTRANCE PLAN NOT TO SCALE PROJECT ENGINEER NOTES 12" MIN. ® NOTES: 2 EACH SYMBOL LEGEND ® 1. USE THIS METHOD ONLY WHERE THE DUMP STRAPS FILTER LOG WILL NOT INTERFERE WITH g See Detail 15 Door Number VEHICULAR TRAFFIC, SUCH AS IN • UNPAVED AREAS. ❑3 — Wall Type ® ° 2. IT IS ANTICIPATED THAT THIS PROJECT g Elevation WILL NOT REQUIRE EXTENSIVE E&SC I � 0.0" Elevation Target CONTROLS DUE TO THE CONFINED NATURE 1 Section Cut OF THE WORK — TYPICALLY BUILDING OR EXPANSION RESTRAINT ® Revision PARKING EXCAVATION SURROUNDED BY NYLON ROPE, ® EXISTING PAVEMENT. USE THE DETAIL TO o 1 }" FLAT WASHERS) 11 Window Number ° e PREVENT SEDIMENT ENTERING ANY ! , • EXISTING OR NEWLY INSTALLED DRAINAGE INLET. North Arrow: DRAINAGE GRATE INSTALLED FLUSH WITH PAVEMENT ® 2 EACH DUMP STRAPS PLAN 1" REBAR FOR BAG REMOVAL FROM INLET DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR DRAINAGE STRUCTURE INLET PROTECTION — INDICATED HEREBY ARE THE PROPERTY OF CASE TEMPORARY(SEDIMENT FILTER LOG) DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY 4 ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NOMINAL SEDIMENT o a s`�' h°' CASE DEVELOPMENT. �"�-GEOTEXTILE FABRIC BAG, SILTSACK BY ACF 2x2 WOOD FILTER LOGO ENVIRONMENTAL, OR EQUAL. PROVIDE POST ' OVERFLOW OPENINGS NEAR TOP OF BAG, OR DRAWING INFORMATION EQUIVALENT OVERFLOW HANDLING MECHANISM. X a ISSUED FOR REVIEW 5/30/2024 00 DRAINAGE STRUCTURE TO BE PROTECTED FROM SEDIMENT • 4•'v Q DRAINAGE `� '' , , NOTES: STRUCTURE WALL . '0 1. THIS TYPE OF INLET PROTECTION IS v } INTENDED FOR PAVED TRAFFIC AREAS CROSS WHERE THE GRATING MUST BE FLUSH SECTION •. °.. WITH PAVEMENT. 2. INSPECT SEDIMENT BAGS WEEKLY DURING CONSTRUCTION. CLEAN OUT SEDIMENT A 81-Ke Luxury Resort and related DRAINAGE STRUCTURE INLET PROTECTION - BAGS BEFORE THEY BECOME FULL Y rY TEMPORARY amenities located in Mattituck, (SEDIMENT FILTER LOG) developed by: D-Wayne Prieto FLUSH INLET PROTECTION FOR PAVED AREAS Founder + CEO, VIVO Haus INLET PROTECTION FOR UNPAVED AREAS 05 VIVO Investment Partners, LP 04 NOT TO SCALE SOURCE: NYSDOT 209-03 NOT TO SCALE PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 DETAILS EROSION AND SEDIMENT CONTROLS N DATE: 05/30/2024 ��ftED mod ARO,h� PROJECT No: MATTITUCK 2024 CA3F �/� DRAWING BY: GS/AS CHK BY: Q 7" C7 DWG No: �1 4. C-1 .6 CADO No: BSCAN: CASE • - Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: 30" MUTCD#R1-1 GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 Dons FERRY M STOP PROVIDE GALVANIZED STEEL OFFICE 914 478 4170 CELL 917 597 1982 U-CHANNEL SIGN POSTS. MATCH EXISTING SIGN POSTS INFO@ CASEDEVELOPMENT.COM TO THE EXTENT PRACTICABLE. A Project Developed By: D-WAYNE PRIETO 12" FOUNDER + CEO, VIVO HAUS r 3" NOTES: VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 1. APPLY SYMBOL USING SAME RESERVED MUTCD#R7-8 COLOR (BLUE OR GREEN PARKING zM PREFERABLY, OR WHITE) AS 00 USED IN THE EDGE LINES AND 00 pow" N AISLE HATCHING.. I MUTCD#R7-8P 1"R VAN ip ACCE881B Project Owner: N FINISHED GRADE (TYP} MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD SOIL PLATE (DESIGN VARIES) MATTITUCK, NEW YORK 11952� ^ STANDARD "TYPE A" SIGN BASE FROM NYSDOT 7 co Z HANDICAPPED PARKING SYMBOL ENGINEERING DIVISION'S APPROVED LIST I T STOP SIGN&STANDARD MOUNTING POST ACCESSIBLE PARKING SIGN TYPICAL SIGN AND POST ACCESSIBLE PARKING SYMBOL STRUCTURAL ENGINEER NOT TO SCALE 02 NOT TO SCALE PROJECT ENGINEER NOTES SYMBOL LEGEND A8 See Detail 15 Door Number Wall Type AS Elevation 0.0" Elevation Target 1 Section Cu t 8 Revision 11 Window Number North Arrow: NO PARKING & VAN PEDESTRIAN ACCESSIBLE SIGNS AT ACCESS ROUTE ACCESSIBLE AISLES ACCESSIBLE PARKING SPACE SIGN NOTES, _ (SEE DETAIL ON THIS SHEET) - 6'-0" MIN. 6'-0" MIN. 6'-0" MIN. R4-7 R5-1 1. 1.5% MAX GRADE IN RAMP (IF NECESSARY) 9 PREFERRED, 8' MIN. CURB RAMPS AS SHOWN ON ADA PARKING AREAS EDGE OF EDGE OF EDGE OF NOTES: DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR SITE PLAN (VARIES) (�) PAVEMENT o PAVEMENT O PAVEMENT 1. ALL CROSSWALK MARKINGS SHALL INDICATED HEREBY ARE THE PROPERTY OF CASE CURBING PTIONAL BE WHITE. DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE ( ) 2. PROVIDE CURB RAMPS N N ^ 2. TYPE "L" AND TYPE "LS" OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY PEDESTRIAN — 4 4'-0" WHERE INDICATED ON L CROSSWALKS SHALL HAVE THE ANY PARTIES OTHER THAN THOSE AUTHORIZED BY ACCESS ROUTE ~ __. 7.5% MAX. SITE PLAN, REFER TO LONGITUDINAL LINES PARALLEL TO MIN. TYPICAL CURB RAMP �— CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM DETAILS FOR SPECIFIC o THE LANE LINES. CASE DEVELOPMENT. 8' MIN. 90' CURBING REQUIREMENTS. o ! 3. USE THE TYPE (COMBINED, LADDER, NYP1-2 R1-2 Rt-1 R6-1 DRAWING INFORMATION np•) 3. ALL STALLS ARE 9X19 OR STANDARDO AND WIDTH SHOWN NOTES: _Z 45' o) --9' EXCEPT WHERE ON THE PLANS. R=10' PEDESTRIAN OTHERWISE NOTED ON I 4. FOR RE-FRESH OF EXISTING 1. ALL SIGNAGE SHALL COMPLY WITH THE LATEST ISSUED FOR REVIEW 5/30/2024 ACCESS PLAN. CROSSWALK, MATCH THE EXISTING VERSION T F THE HES UMA AL OF AND THE UNIFORM TRAFFIC 09' ROUTE TYPE AT MINIMUM, OR USE A CONTROL 1 -0" (TYP.) 1 -0 (TYP') HIGHER TYPE (WHERE TYPE LS IS STATE SUPPLEMENT TO THE MUTCD I--8'--I 8'—I (TRANSVERSE (TRANSVERSE HIGHER THAN TYPE LS IS HIGHER 2. MATCH MATERIALS, FINISHES, AND SIZES OF EXISTING CURBING LINES) LINES) THAN TYPE L IS HIGHER THAN SIGNS OF THE SAME KIND UNLESS OTHERWISE NOTED STANDARD TYPE S LADDER BAR TYPE L COMBINED TYPE LS TYPE S)• ON PLANS. 4" WIDE BLUE WHITE STRIPES STRIPES DIAGONAL AT TYPICAL FOR 45' ANGLE, 2' O.C. NON-ACCESSIBLE SPACES A 81-Key Luxury Resort and related amenities located in Mattituck, developed by: 03 TYPICAL PARKING STALLS 04 CROSS WALK STRIPING SIGN FACES D-Wayne Prieto NOT TO SCALE �`� NOT TO SCALE NOT TO SCALE Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 DETAILS PAVEMENT MARKING AND SIGNAGE SEAL AND 1;IQNATt IRr- DATE: 05/30/2024 ��RED PROJECT No: MATTITUCK 2024�OQ�'1 C"aSF s DRAWING BY: GS/AS ��� CHK BY: C7 �p DWG No: - n ei1 C- 1 .7 CADO No: BSCAN: i CASE • •. Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DmBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@ CASEDEVELOPMENT.COM A Project Developed By: D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 NOTES: Of 1. PLANTING BALL — ON B&B MATERIAL, BURLAP AND WIRE BASKET OR OTHER CONTAINER SHALL BE REMOVED FROM THE UPPER HALF OF THE ROOT BALL AND DISPOSED OF. FINISHED GRADE ROOT FLARE (SEE NOTE 7) 2. HEIGHT OF PLANTING SAUCER SHALL BE 3". MULCH (SEE NOTE 3) PLANTING SOIL SPREAD ROOTS EVENLY 3. MULCH SHALL BE A MAXIMUM OF 3" DEEP AND TAPERED DOWN TO LEAVE THE ROOT FLARE EXPOSED. WHEN PLANTING ROOT FLARE (SEE NOTE 7) OVER FIRMLY MOUNDED ON SLOPES, DOWNHILL SIDE MUST BE STABILIZED APPROPRIATELY OR SEEDING ON DOWNHILL SIDE MAY BE SPECIFIED. Project Owner: SOIL PLANTING SAUCER EDGE EXISTING GROUND LINE MULCH (SEE NOTE 3) PLANTING SOIL MATTITUCK HOTEL DEVELOPMENT, LLC (SEE NOTE 2) PLANTING SOIL 4. MATERIALS FOR PROTECTION OF PLANTS SHALL BE A COMMERCIALLY AVAILABLE PRODUCT OR SYSTEM FOR SUPPORTING • N =' • 11• FINISHED GRADE OF TREES. 9025 MAIN ROAD . .; • = Is • 't „ • „■�� "» „ 5. ALL TAGS, LABELS, ETC. SHALL BE REMOVED FROM THE PLANTS. MATTITUCK, NEW YORK 11952 11' �+ ■ �Z .�••_ +,t -■i ■_ ■_ �/ OF BALL DEPTH . . 11� a z+„++ „+ . ,t DEPTH SAME AS 1 6. THIS DETAIL SHOWS ONE ABOVE GROUND TREE SUPPORT METHOD. ANY OTHER METHOD MUST USE COMMERCIALLY 1 " "„; •J ANSI Z60.1 ROOT 1 ' AVAILABLE PRODUCTS INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. EXISTING SOIL 'i i:: • i"_���•„■_ 3" TO 6" DEPTH FOR PLANT .It:„ „ SIZE AND TYPE 7. THE ROOT FLARE SHALL BE VISIBLE AND LEVEL WITH SURROUNDING SOIL GROUND WATER LINE UNDISTURBED SOIL PLANTING BALL ROOT FLARE (SEE NOTE 1) (SEE NOTE 7) SEE TABLE 611-11 — REQUIRED PIT PLANT DIAMETER SEE TABLE 611-11 — REQUIRED PIT PLANT DIAMETER MULCH FINISHED GRADE PLANTING SOIL (SEE MOTE 3) SOIL PLANTING SAUCER EDGE (SEE NOTE 2) EXISTING SOIL i• p •,■+, TREE PLANTING IN HEAVY — CLAY SOILS STRUCTURAL ENGINEER I, ♦ Mt• Ili N=♦ 1 + r „g ♦ 1 •+ „i�N++ "• + + 11 BARE ROOT SHRUB PLANTING DEPTH SAME AS =N. :■' `_ II t „•to , •. ANSI Z60.1 ROOT t•p;�_+; . to BALL DEPTH = "•�•;i ,t•II.to + to• x+ of rlalmial PROJECT ENGINEER SEE TABLE 611-11 — REQUIRED PIT PLANT DIAMETER REFER TO HOSE AND WIRE EXISTING STRUCTURE ALTERNATIVE 2 STRANDS 12 WIRE GENERAL TREE PLANTING DETAIL FOR UP TO " CAL. 2 STRANDS #10 WIRE r ,• v FOR 4" CAL. AND OVER NOTES to 1 l7 #2 #2 �•V ROOT E i. APPROX v , HEIGHT OF STAKE TIE SHALL BE (SEE. 7 MULCH (SEE NOTE 3, SHEET 1 OF 2) 1 2 BA �•n• BETWEEN J5 AND THE NOTSHEET 1 I; DIAMETER PLANTING SOIL ROOT FLARE (SEE NOTE 7) v•: HEIGHT OF TREE OF 2) „� EXISTING SUBGRADE DOWN SLOPE TREE GRA HARDSCAPE / SIDEWALK OR SYMBOL LEGEND ADJACENT PAVEMENT + " 6 ¢ I1t 11- 11 � 11 ROOT FLARE MULCH (SEE NOTE 3) • +' • 11 x 11 TYP. CURB MULCH TURF HAR OVER "_•" + 1. — (SEE NOTE 7) / / ." i +a:. + ; „' VARIABLE , ROOT BALL FINISHED GRADE t i.o '•�■•is % t +„+ _ 1 qg See Detail 15 Door Number 1 AT WIDEST - mm-- ,;;. : : .,.::_ v Q. !!J� 1 �— Wall Type i• Ili, N Ili IC Yg Ili, ■Ilx ••�i. 1 _ p „• ♦ �t, „♦•„ +N•+ N: + 11t• „i, epOlpOepO OOO ee0.0000 " � • 17 P ■ AV Elevation ■ • _ „ i • + ill+_ •08 o8eolP�pB eoB o8e 1 1 , � • � 1/c 1 „_ 0.0" Elevation Target #1 BALL DIAMETER .' . ..t „. . .ea.,o.eo.eo.,o.eo p —I • PLANTING. 11.1. ■ II It = II » PLANTING SOIL ' ' ' i. I t ,�� #2 = Y3 BALL DIAMETER „ 11 ai• _.• a a p' _ STAKE LENGTH Section Cut NOTE: ELONGATED PITS MAY BE USED ON SLOPES. „= SOIL AS ;•_� „. . ,•taa�; �1 �� , _ g ",SPECIFIEQ ;+�•„,t■„.�� + �� v,Q. " _ 8—0 TO 10—0 HT. USE"(2) 8—0 STAKES ® Revision RECTANGULAR OR SQUARE PITS ARE ACCEPTABLE ;..t•11.t 1�• Ott. » „i• a 1 12 MINIMUM — 10'—O" HT. USE (2) 10'-0 STAKES PROVIDED THEY ACCOMMODATE PLANTS SHOWN. is I�x. i�a�» 3 TO 6",tt�„i; 2"-4" CAL USE (2) 12'-0" STAKES 11 Window Number A� REMOVE CONTAINER 1 %I ! OVER 4" CAL USE (3) 12'-0" STAKES ELONGATED SLOPE PIT EXISTING SOIL ,•� North Arrow: %'J✓/1 w EXISTING SOIL � ••� 2X BALL DIAMETER MINIMUM � 2 X CONTAINER WIDTH TREE SUPPORT (WHEN SPECIFIED) �Y PLANTING NEXT TO PAVEMENT OR CURB VINE PLANTING FINISHED GRADE DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR TABLE 611-1 — REQUIRED PLANT PIT DIAMETER INDICATED HEREBY ARE THE PROPERTY OF CASE OOT FLARE (SEE NOTE 7) DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE MULCH (SEE NOTE 3) ROOT SPREAD STAKE TREE STAKE ROOT BALL DIAMETER PLANT PIT DIAMETER OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY 1-1 EXISTING GROUND LINE UNDER 2—0" 3X THE ROOT SPREAD OR ROOT BALL DIAMETER ANY PARTIES OTHER THAN THOSE AUTHORIZED BY I g• BERM DOWNHILL SIDE ONLY FROM 2'-0" TO 4'-0" 2.5X THE ROOT SPREAD OR ROOT BALL DIAMETER 0 CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM II• • g'1'� OVER 4'-0" 2X THE ROOT SPREAD OR ROOT BALL DIAMETER CASE DEVELOPMENT. + PREVAILING WIND DRAWING INFORMATION MULCH (SEE NOTE 3) MULCH (SEE NOTE 3 ISSUED FOR REVIEW 5/30/2024 SHEET 1 OF 2) APPROVED HOSE, ONE PIECE EXISTING SOIL OR . PER TIE, COMPLETELY ENCIRCLING WIRE LOOP AROUND TREE „ 1 M BEND TWISTED WIRE •It I •• ` ' TT ENDS AND DRIVE INTO NEW COMPACTED FILL 11�■`• .t PLANTING SOIL ANSI ' , . � , _1 1 , 1 � , _1 1 , CONTAINER DEPTH FOR NOTE: PLANTS SET VERTICALLY, NOT SPECIFIED PLANT OR 6" OR STAPLE TO STAKE PERPENDICULAR TO SLOPE MINIMUM (CONTINUOUS THROUGHOUT BED AREA) BED PLANTING HOSE AND WIRE ALTERNATIVE SLOPE PLANTING (3 ON 1 OR STEEPER) A 81-Key Luxury Resort and related amenities located in Mattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus 01 PLANTING DETAILS VIVO Investment Partners, LP NOT TO SCALE PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 DETAILS PLANTINGS DATE: 05/30/2024 ��PED ARO+y PROJECT No: MATTITUCK 2024 �v}�OPY CASE V DRAWING BY: GS/AS CHK BY: 2 C7 DWG No: � 1 e � f z�. C- 1 .8 CADO No: BSCAN: 90,25 M'ain 10095 Main Road—Unit#11�Mattituck,NY 11952 SEP J I 2025 Phone: (631)298-8494 Fax: (631)298-6316 SOUTHOLD TOWN Email: alanjr@cardinalemangagement.com P LA N " September 5, 2025 Southold Planning Board PO Box 1179 Southold,NY 11971 Re: Owner Authorization of an Agent 9025 Main Road LLC, Mattituck,New York Project Name: Mattituck Hotel I, Alan Cardinale Jr(Member of 9025 Main Road LLC and Hobson Mattituck LLC) owner of the properties identified as SCTM# 1000-122.-6-22.1 and SCTM# 1000-122.-6-28 in Mattituck, NY, hereby authorize Christopher Kent, John Armentano and Farrell Fritz, PC collectively to act as my agent and handle all necessarywork involved with the site plan application process for this property with the Southold Planning Board. Signatures Sworn before nee this o ay of 2 N tary public -0-�Vbwq Printed Name of Notary My commission expires: wilow.— BARBA,RAZEIRVOS NOTARY PUBLIC,STATE OF NE YOR [N,O Registration No.01 MC6101870 Qualified in Suffolk County 'I xpires November 17,2 2 ' SOUTHOLD PLANNING BOARD M C(. -C[]WG C P), SITE PLAN APPLICATION FORM SEP o 5 2025 50UTHOlDTOWN Site Plan Name and Location PLANNING BOARD Site Plan Name: M ju C.�t'_ 14)k,1- �a�,`I i"!AIn od pplication Date: Suffolk County Tax Map#lOpO- Other SCTM #s Street Address: / 6.2 J t4o l./� ��U a � Hamlet: Distance to nearest intersection: Type of Site Plan: New Amended_Residential Zoning District Owners/Agent Contact��formation Please list name, mailing,address, and hone number +�r the �r� le below.• Property Owner [.!')�CIG�t► �,LG �+��Y'� �' (�L LLC 4/a ri Ca L n�.lc,J�--Mc brK) Street , 95 N)c. City �G A'7U.UL State Zip Home Telephone, 31�h+"y'.�-J-�`/3.2 Other Appiicant Y002'.T1"' �"c,hRoo e� ;LLC �R-la►�" �C�- tar] e jiZ -f"!�'�`Yl.r✓cK,.� Street D 6 95- k4a(n kd_ - ufid ;0 y City MLI 4�7A Ct State NA Zip Home Telephone 631 -qyT-�qV32 Other Applicant's Agent or Representative: Contact Person(s)* "1_.,,. �')' X_4� Street OU ,(-6r' t'�C.t�Gt�,/ City- H__Q U-� a 1.1 State M Zip _(V - Office Telephone b 3 a rJ/l� Other *Unless otherwise requested, correspondence will be sent only to the contact person Hated here. Site Plan Application Form 2/18/2010 L:210 LI imm EE 0 wLe ID JUL 0 9 2025 TOWN BOARD SOUTHOLD TOWN T L1 LA iNG BOAR TOWN OF SOU H O In the Matter of the Application of DETERMINATION FOLLOWING PUBLIC HEARING of Request for exemption from Hotel Moratorium Local Laver 13 of 2024, as extended by 9025 Main Road LLC. and Local Lave 6 of 2025. Mattituck.Hotel Development, LLC., PRESENT Albert J. Krupski, Jr., Supervisor Louisa P. Evans, Councilwoman Jill Doherty, Councilwoman Brian.t . Mealy, Councilman Greg Doroski, Councilman Anne Smith, Councilwoman. PETITIONERS: 9025 Main Load LLC. and Mattituck Hotel Development, LLC., c/o, Farrell Fritz,P.C., 100 Motor Parkway Suite 300, Hauppauge,New York. LOCATION: 9025 Main.Road, Mattituck,New Fork SCTM# 1000-12200-06.00-022.001 & 028.000 ZONE: General Business" " RELIEF .E QUESTED� Petitioners request an exemption from the"Hotel Moratorium" for the purpose of the adaptive re-use and re- development of an existing improved commercial site including the reconstruction of an existing office building into a Motel. DETERMINATION.-INA_T'ION Exemption granted with conditions: 1. That any proposal be subject to all code requirements in existence at the time of the final site plan.detencn.in.ation; 2. The development plan shall be subject to a maximum of 81 rooms; 3. That petitioners' adhere to their pledge that no request for Suffolk.IDA property and/or school tax abatements will be requested or accepted in conjunction with the development; and 4. Consideration of on-site resident management and/or employees is deferred to planning review. PROCEDURAL HISTORY FIRST: Petitioners are the owners of the subject 11.83 acre commercial parcel located on the Main Road in Mattituck. The site consists of two tax parcels: Lot 22.1 measures 7.467 acres and is developed with the existing building and parking facilities. Lot 28 measures 4.361 acres and is proposed to remain undeveloped. The parcel is zoned General Business (B) and has been utilized as a commercial center since the 1970's. The parcel is developed with a single tenant use 77,000 square foot commercial office building and includes extensive areas of off-street parking. SECOND: The existing building was -utilized as a bank facility and calling center and those uses were ultimately terminated in 2012. Since that time,,the building has remained unused and vacant. Following a public auction of the parcel in 2013 where there were no bidders, the Petitioners purchased the property in 2014. Despite ongoing attempts to market the property to commercial.tenants, the building has remained vacant since petitioners' purchase some twelve (12)years ago. T141RD: In 2019, petitioners submitted a hotel redevelopment plan to the Planning Department. That prior proposal envisioned a larger, 132,821 square foot, 1.21 room hotel development, with facilities that 'included a restaurant, spa, water park, resort pool, and catering facility. That application had been under review when it was captured by the enactment of the hotel moratorium. Significantly,the Board notes that petitioners have indicated a willingness to accept limitations on the size and breath of a future hotel proposal on the site as a condition to an exemption from the hotel moratorium and, further, have offered to forego any request for, or acceptance of, property and/or school tax abatements from the Suffolk.County IDA in exchange for the requested exemption. The Board accepts these assurances as conditions to the Board's decision on this application. FOURTH: The Board is cognizant that the intent the Hotel Moratorium was to suspend review of hotel uses to allow the Town time to consider amendments to the Code and Comprehensive Plan pertaining to such uses. In so doing, the Board notes that the Zoning Update, while not yet finalized or enacted, proposes to continue to allow hotel use at the subject parcel by special exception approval, in a similar manner to the existing General Business (B)zoning. The Board is also cognizant that the adaptive re-use of the existing, vacant structure for hotel use will alleviate the frequency and demand for short term rental uses in the Town, which has had a deleterious effect on the Town's housing stock and the availability of affordable housing. Investigation has revealed in excess of 1,000 unpermitted short-term rentals involving residentially zoned properties, which has negatively affected quality of life issues for the Town's residents. Favorable consideration of this adaptive re-use request will serve to alleviate the demand for illegal short-term rentals in our residential neighborhoods, locating such uses in established commercial zoning. As the Town moves forward with increased enforcement of short- term rental laws, the demand for hotel rooms will increase. The unique nature of this previously developed parcel will address this need while the extended moratorium allows for the study of such uses long term. MORATORIUM EXEMPTION REVIEW FIFTH: Section"6" of the Hotel Moratorium, entitled "Variance From This Moratorium", provides the mechanism for variance relief from the moratorium to any person or entity suffering "unnecessary hardship" by reason of the enactment and continuance of the moratorium. When considering such an application,the Board is guided by Section 267-b(2)(b) of the Town Law. In this regard,the Board must weigh the following factors: (a) The applicant cannot realize a reasonable return, provided that the lack of return is substantial as demonstrated by competent financial evidence; (b) The alleged hardship relating to the property in question is unique, and does not apply to a substantial portion of the district or neighborhood; (c) The requested use variance, if granted,will not alter the essential character of the neighborhood,- and (d)the alleged hardship has not been self-created. fa)T h cant cannot realize a reasonable, return Jr,ov*ded t;h,a4W'tht,,,*,face of .. .............................................. return i's substantial as dern,o,ns:trated, by,coMDetent, rin,ancial evildence. SIXTH: The ability to realize a 'reasonable return' requires an analysis of pemiitted uses available to the petitioners by the existing zoning classification of a parcel., On this issue, the petitioners put forth a market-based opportunity assessment performed by their expert,JLL Value and Risk Advisory Group, dated November 19, 2024, which analyzes the permitted uses available for the site in question. The analysis notes an existing covenant governing the parcel prohibiting retail uses. The assessment concludes that hotel use is the only option that will allow the petitioners to realize a 'reasonable return' for the parcel. SEVENTH: Petitioners argue further that despite aggressive marketing and lease discounting,they have been unable to lease the existing office building to any office tenants. That the demand for such use is limited, considering the size and geographical location of the parcel. In this regard, petitioners assert that they have not been able to achieve a 'reasonable return' and further contend that they have received no return on the property since in purchase in 2014. EIGHTH: On this issue,, the Board is satisfied with the proof presented and notes that the building in question has remained vacant since 2014 and on multiple occasions since that date the Town's Assessor has been caused to reduce the property assessment due to the decreased value of the vacant and unused parcel, all of which supports petitioners claim that the existing use of the parcel cannot achieve a reasonable return. (bj,-The,alIC91W ba rdsbip rellatff!g to tbe pro ftffjXj,s u,nimn, nd, d,oes, not IV to a subsItanfia], portion, of the di'strtct or n.ei orhood* NINTH: Consideration of whether a hardship relating to a parcel is unique relates to a characteristic or condition that disproportionately affects this parcel and does not apply to a substantial portion of the district or neighborhood. TENTH.- Petitioner argue that the parcel is geographically isolated on the North Fork and is outside the Hamlet Center and surrounding HALO zone. Further, that the building in question is the largest of its kind in the General Business (B) zoning,, and is located in an area where there are a limited number of entities employing large workforces or requiring office space of the size offered. As there are no similarly -n, it is petitioners" situated or similarly sized office buildings anywhere else in the Tow contention that the parcel is disproportionately affected. ELEVENTH: The Board finds that the petitioners have established that any alleged hardship affecting this parcel is unique, sufficient to satisfy its burden under this analysis. (c),1"he r,egue-sted use variance, if ranted w,fill, not al ter-ttie essential character of' the n e!"ghborhood., TWELFTH: On this issue, petitioners offer the analysis of Cleary Consulting Group, whose report, dated January 31, 2025, was made part of the record. The analysis concludes that the proposed adaptive re-use of the parcel to a hotel will have no effect on the existing character of the neighborhood. The report and hearing testimony establish that the parcel is located on State Route 25 in Mattituck and is surrounded by commercial uses, including a McDonald's restaurant. Further, that the land uses in the vicinity of the parcel are dominated by commercial uses, with some industrial and transportation related. Significantly, the pending Zoning Update does not propose to disturb the surrounding commercial uses or the use of the parcel in question. As such, petitioners' representatives conclude that the proposal would conform to the essential character of the area and would not interfere with the existing uses. In this regard, petitioners provide a traffic analysis prepared by R& M Engineering,dated January 15, 2025, which concludes that the proposed hotel use would be less intensive from a traffic perspective than as-of-right uses for the parcel. THIRTEENTH: In the absence of any proof to the contrary, the Board accepts the opinions of the petitioners' experts and finds that the essential character of this neighborhood will not be negatively affected by a grant of the requested exemption. 01,Whether the hardship.1n m stion, is seal f-created. FOURTEENTH: The record reveals that the parcel has remained vacant since petitioners' purchase in 2014 and that, as a result of the existing development of the parcel and the size and configuration of the building, the continued use as office space is not feasible. In an effort to achieve a return on the parcel, a hotel development plan had been filed long before the moratorium was imposed on the parcel. Under these unique circumstances, the Board concludes that the hardship is imposed and not self-created. CONCLUSION In accordance with the requirement that this Board hear and consider variance relief from the moratorium, pursuant to Town Law § 267-b(2)(b),to adequately address an established unnecessary hardship, and the Decision in the matter herein,the Board hereby concludes as follows: The Board concludes that the petitioners have satisfied their burden under Town Law§ 267-b(2)(b) and have established entitlement to a variance and exemption from the hotel moratorium; The decision of the Board is not to be construed as an approval of such use. This detennination is limited to allowing the petitioners permission to file a proposed site plan for review and consideration by the Planning Department and involved land use boards of the Town, with the following limitations as conditions to any approvals: 1. That any proposal be subject to all code requirements in existence at the time of the final site plan determination-, 2. That a maximum of 81 rooms be pen-nitted,; 3. That petitioners adhere to their pledge that no request for Suffolk IDA property and/or school tax abatements will be requested or accepted in conjunction with the development; 4. Consideration of on-site resident management and/or employees is deferred to planning review. Therefore, upon motion duly made and seconded,the members of the Board present and having voted to grant the application, the application for a variance and exemption is hereby granted with conditions. Dated: July 8, 2025 of Albert "r upervisor T Kri,psk",' Jr., S 11 9025 Main Road, LLC 10095 Main Road Mattituck, New York, 11952 Su bf Thursday June 6, 2024 I T , Rcl�t Heather Lanza, AICP RECEIVED Town Planning Director F — Southold Town Planning JUN 0 6 2024 53095 Route 25 outnoio (own P.O. Box 1179 Planning Board Southold, New York 11971 Sent Via: Hand Delivered Re: Proposed: Adaptive Reuse 81-Unit Hotel and Related amenities 9025 Main Road, Mattituck, New York Dear Ms. Lanza, For your review and approval is our proposed plan for the Mattituck Hotel, to be built at 9025 Main Road. The property is an 11.83-acre parcel, comprise of two separate parcels that will be joined to yield a 81-room hotel, food & beverage facility, meeting spaces and resort styled amenities that are exclusively for the use of hotel guest only and as permitted by the Town of Southold and the Deed restrictive covenant on the property as record on November 5, 1982 at Liber 9266 page 199 as included in the filing packet submitted. I. Application Information Project Title: Mattituck Hotel Applicant: 9025 Main Road LLC (Alan A. Cardinale Jr.) Date of Submission: December 1, 2021 Tax Map Number: 122.-6-22.1& 122.-6-28 (to be merged) Project Location: 9025 Main Road Hamlet: Mattituck Zoning District: B- General Business 1 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±7.5 + ±4.3 = 11.8 acres Building size 100,068 sq. ft. Hotel (w/ restaurant& catering facility) This proposed site plan is for an adaptive re-use of an existing commercial site, repositioning existing building as hotel with 81 rooms, restaurant and catering facility totaling 100,821 sq. ft. and associated parking; and, three 1,200 sq. ft. workforce housing and maintenance buildings with additional parking on two parcels to be merged totaling 11.8 acres in the General Business (B) zoning district, Mattituck. The subject property is located on the north side of Main Road, east of Hobson Drive, west of Sigsbee Road, and directly north of the intersection of Main Road (SR 25) and Old Main Road. The property address is 9025 Main Road, Mattituck and the tax map number for the proposed redevelopment site is Suffolk County Tax Map District 1000, Section 122, Block 6, Lot 22.1. The redevelopment site is 7.467 acres (325,273 SF), is zoned "General Business (B)," and contains an existing one-story commercial building and surface parking lot that was originally used as a shopping center, later used as a bank office, and is now vacant. A second undeveloped/wooded 4.361-acre flag lot west of the subject property is said to be under the same ownership and abuts part of the proposed development site by a 44- foot flag strip (SCTM District 1000, Section 122, Block 6, Lot 28). This lot is proposed to contain accessory facility to the hotel and additional hotel parking. Site Plan packet Table of Contents: T-001 TITLE PAGE -007 PROPOSED ROOF PLAN S-001 SURVEY OF PROPERTY �A-008 PROPOSED ELEVATIONS & SECTIONS S-001.2 500' RADIUS MAP -009 PROPOSED RENDERINGS T-002 ZONING -010 PROPOSED LIGHTING PLAN T-003 FEMA FLOOD MAP -011 SOUND/NOISE DIAGRAM T-004 EXISTING CONDITIONS PHOTOS C-01.0 GRADING AND DRAINAGE A-001 PROPOSED SITE PLAN& C-01.1 DETAILS SEWER AND WATER LANDSCAPING A-002 PARKING PLAN +CIRCULATION C-01.2 DETAILS SEWER AND WATER A-003 FIRE TRUCK ROUTE PLAN C-01.3 DETAILS DRAINAGE A-004 SECOUND FLOOR ON SITE PLAN IC-01.4 DETAILS UTILITY A-005 PROPOSED FIRST FLOOR IC-01.5 DETAILS SITE A-006 PROPOSED SECOUND FLOOR PLAN C-01.6 DETAILS EROSION & SEDIMENT CONTROL C-01.7 DETAILS PAVEMENT MARKINGS & C-01.8 SIGNAGE DETAILS PLANTING 2 Additional submitted documents Via Memory Stick: 1) Architectural 2) Deeds 3) Easements 4) LEAF 5) Notice of Disapproval 6) Radius Map 7) Restrictive Covenant (self-imposed) 8) Surveys If you have any questions, please feel free to reach out to me directly. Sincerely, Alan A. Cardinale, Jr. Member 9025 Main Road, LLC 3 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK �O�►t A . OLrd�� -(a- being duly sworn, deposes and says that he resides at n 3g ,d , k � (�l�,Tu�gI�L_ in the State of New York, and that he is the owner of property located at �� �,n , �nQt11AO-k-- , SCTM# IaQ.+(0—oy. , or that he is the r]I_wlltG of the goal ft lm n AaJ, L1,0, (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. Signed Ow Signed vh (Partner or Corporate Officer and Title) Sw/o tome this 1P day of otary Public BARBARA MCKINNON Notary Public-State of New lfbrk No.01 MC8101870 QuaVied in Suffolk Courdy My Commission Expires Nov.17,2021 Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts o__f,,interest __and allow it to take whatever action is necessary to avoid same. �y nn Your Name: �� ifblf�_ A Last,First,middle initial unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No_/ If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this 0 P-day A4-42 0-4 4 Signature Print Name at., A Disclosure Form FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 23,2018 - RENEWED: November'15,2021 AMENDED: November 15,201 AMENDED: Decembef 3,2021 AMENDED: December 14,2022 AMENDED:March 2023 TO: Goggins&Associates(9025 Main Road LLC) 13235 Main Road Mattituck,NY 11952 Please take notice that your application dated February l0,2018: For permit to: construct a 2-story hotel resort containing 121 guest rooms at: Location of property: 9025 Main Road. Mattituck. NY County Tax Map No. 1000—Section 122 Block 6 Lot 22.1 & 28 Is returned herewith and disapproved on the following grounds: The proposed construction requires Special Exception approval from "Zoning Board of Appeals and site plan approval from the Southold Town Planning Board. You may now apply to these agencies directly. This Notice of Disapproval has been amended to reflect the letter dated, February 28, 2023. Authonzc '•'nature r �` 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 !illllll lll!Iliii Illil IIIII IIIII III!hill Illil illl IIII I IIIIlI(IIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 06/18/2014 Number of Pages: 6 At: 04:30:21 PM Receipt Number : 14-0079775 TRANSFER TAX NUMBER: 13-28908 LIBER: D00012777 PAGE : 916 District: Section: Block: Lot: 1000 122.00 06.00 022.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30.00 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $390.00 TRANSFER TAX NUMBER: 13-28908 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 900/LOO"d ask# sk:9L 9LOZ/VZ/90 LLHV ZZL 4£9 ejeujpjeC):w0j=j 1 2] - RECORDED r / 21114 Jm 18 04:80:21 PPI Number of pages ( � JUDITH R. PY SCRLE CLERIC OF SUFFl1LIF COUNTY This document will be public L DD001.27r7 record,Please remove all GTp P 91613-2�os Social Security Numbers prior to recording, Deed/Mortgage instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee _ Mo tgage Amt Handling 20• 00 1.Basic Tax TP-584 2. Additional Tax Sub Total Notatloh Spec./Assit EA-521 7(County) - or--- ---_---_._.---.-_-- Sub Total — —- Spec/Add. - - EA-S2 i 7(State) TO?.1vITG.TAX ` R.P.T.S,A. � Dual Town Dual County Held for Appointment --Comrtt:'ofEd. - -• --• - 5-•00 ---•-- Traasfer-Tax Affidavit •- � Mansion Tax Certified Copy The property covered by this mortgage Is or wnI be Improved by a one or two NYS Surcharge 1S. 00 Sub Total farnllydwelling only, Other YES or NO Grand Total `(-) If N0,see appropriate tax clause on CCimm pace f - of this Instrument. 4 �olst.loo4 14014822 loon issoo 0600 osZool; �T S IA�2n ��sggqpp tullnt0�2j 5 Community Preservatlon Fund Real Property R SMNtA III�WpI �l�l��l >IU�I�Y Tax Service a' +I Consiiieration Amount$ Agency Verification - _-- _ CPF 7• Du:t 5 li Saclsfactlons/Dlscharges/Releases List Property Owners Mailing Address Improved x �I-f C� ��p Vacant Land Cads �1� ►\1rd r �v t' To TD to � �`}} �1ewYd✓Ic �y o� SS 1-1�I� ��( ` S. 111�� TD Mall to:Judith A.Pascale,Suffolk County Clerk 7 T1tFe Com any Iaformatfoti 310 Center Drive, Riverhead, NY' 11go1 wWWy suffolkcoun n Co.Name ty y.gov/clerk Thlef -- e Suffolk Coun Recording & Endorsement Page This page forms part of the attached _ Areio I h k-SCi i� by. made Ja��n�U 1 �➢ECIFY;1'PE OF INSTRUMENT) JteC{ X ram)��� J``'4,Y�(u(n l The premises herein IS S)ttiated In•_-r,/ r CL,/ SUFFOLKCOUNTY,NEWYORK. V �r--- CCCIII TO In the TOWN of W d U In the VILLAGE or HAMLET of `l[Y BOXES 6 T-HRU a MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over, 900/ZOO'd OW40 91-:91. SL0Z/17Z/90 LL8D ZZL LC9 al0ulpus0:w0j=I 3e)0 BARGAIN AND SALE DEED 0 Dated as of Mays)d,2014 between SUFFOLK COUNTY INDUSTRIAL DEVELOPMENT AGENCY and CAPITAL ONE,N.A. as successor to North Fork Bank North Fork Bank Project 9025 Main Road Mattituck,Suffolk County,New York as more particularly described in Schedule A Section: 122.00 Block: 06.00 Lot•. 022.001 First American Tits 633 Third Avenue. New York,NY 10013 Phone:(212)922-9700 Fax:(212)922-0881 Record and return to: Katsky Korins LLP 605 Thud Avenue New York,New York 10158 Attentiori:Neil S.Miller, Esq. NY:156R397.9 BARGAIN AND SALE DEED 30 THIS INDENTURE, made Mayn, 2014, between SUFFOLK COUNTY INDUSTRIAL DEVELOPMENT AGENCY,a public benefit corporation duly organized and validly existing under and by virtue of the laws of the State of New York, having its principal office at H. Lee Dennison Building, 3rd Floor, 100 Veterans Memorial Highway, Melville, New York 11747, grantor, and CAPITAL ONE, N.A., as successor to North Fork Bank, a national association, having an office at 275 Broadhollow Road,Melville,New York 11747,grantee, WITNESSETH that the grantor, in consideration of One Dollar W.00) and other good and valuable consideration paid by the grantee, hereby grants and releases unto the grantee, the heirs or successors and assigns of the grantee forever, --..(See- ehedule A attached--hereto) - - ---- --- ---- -- _._. Property Address:9025 Main Road Mattituck,Suffolk County,New York as more particularly described in Schedule A Section: 122.00 Block: 06.00 Lot: 022-001 Tax Mailing Address: 9025 Main Road,Mattituck,New York 11952 said premises, TOGETHER with the appurtenances and all the estate and rights of the grantor in and to TO HAVE AND TO HOLD the premises herein granted unto the grantee, the heirs or successors and assigns of the grantee forever. AND the said grantor covenants that the grantor has not done or suffered anything whereby the said premises have been encumbered in any way whatever. This deed is subject to the trust provisions of Section 13 of the Lien Law. The words "grantor" and"grantee"shalt be construed to read in the plural whenever the sense of this deed so requires. Record and return to: Katsky Korins LLP 605 Third Avenue New York,New York. 10158 Attention:Neil S.Miller, Esq. NY:t 568397.9 900/1;100'd SeL# 9L:9L sLOZ/170/90 4L9V ZZL L£9 6J0UJPJ$ r' M WITNESS WHREOF,the grantor has executed this deed the day and year first above written, P SU"OLK COUNTY INDUSTRIAL DEVELOPMENT AGENCY I. r By: Name_ Anthony J.C tapano I, Title: Interim Executive Director " f STATE OF NEW YORK ) ' Ss.. LINTY OF SUFFOLK .j• . . On the ZC day of May, 2014, before me, the uodcrsigncd, personally appeared Anthony J Catapano perso-ZY known to roe or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed t the same in his capacity, and that by his signature on the instrument, the individual, or the person upon 'behalf of which the individual acted,executed the instrument. I• I' I _ 1 No Public EILEN D.FRANKINn Notary Public,State of New York I No.OI FR5052576 i Qualified in Suffolk County Commission Expires November 27, 2--0/7 i' i• NY:1568397.9 900/Si00'd 98L# 91.:91L SLOZ/17Z/90 LL8V ZZL L£9 ataulp�e�:wo�� •1. Title No.30204OS410 SCHEDULE "A" ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND,SITUATE, LYING AND BEING AT MATTTIUCK,TO WN.OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTHERLY SIDE OF MAIN ROAD WHERE THE WESTERLY SIDE OF LANDS NOW OR FORMERLY OF WILSON INTERSECTS SAME; RUNNING THENCE ALONG THE NORTHERLY SIDE OF MAIN ROAD THE FOLLOWING THREE COURSES AND DISTANCES: (1)SOUTH 480 20' 10"WEST 340.70 FEET; - (2)SOUTH 47-51'30"WEST 171.84 FEET; (3)SOUTH 52'2' 10"WEST 1.74 FEET TO LAND NOW OR FORMERLY OF THE STATE OF NEW YORK; THENCE ALONG THE EASTERLY SIDE OF THE LAST MENTIONED LANDS AND THE EASTERLY SIDE OF LANDS NOW OR FORMERLY OF NYCHE, LANDS NOW OR FORMERLY OF BRUNSKILL,AND LANDS NOW OR FORMERLY OF HOBSON THE FOLLOWING COURSES AND DISTANCES: (1)NORTH 20°27'42"WEST 181.83 FEET; (2)NORTH IS-34'20"WEST 228.00 FEET, (3)NORTH 266 41'20"WEST 277.04 FEET TO THE LAND OF MIE LONG ISLAND RAIL ROAD; THENCE ALONG THE SOUTHERLY SIDE OF LAST MENTIONED LANDS THE FOLLOWING FIVE COURSES AND DISTANCES: (1) NORTH 44- 43'S0" EAST 46.36 FEET; (2) SOUTH 33° 11' EAST 9 FEET; (3) NORTH 44- 43- 50" EAST 138 FEET; (4) NORTH 21° 56' 20"WEST 10.67 FEET; (S)NORTH 44° 43- 50" EAST 316.89 FEET TO LAND NOW OR FORMERLY OF WILSON; THENCE ALONG THE WESTERLY SIDE OF THE LAST MENTIONED LAND SOUTH 240 4'20" EAST 711.70 FEETTO THE BEGINNING POINT. THE policy to be issued under this report will insure the title to such buildings and improvements enacted on the premises, which by law constitute real property. FOR CONVEYANCING ONLY:TOGETHER with all the right, title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. 900/900'd ask# 9L:9L SLOZ/17Z/90 LLSV ZZL L£9 I II11111 IIII III11 IIIII IIIII IIIII IIIII IIIII IIIII Ilil IIII IIIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 09/16/2014 Number of Pages: 4 At: 02:49:32 PM Receipt Number : 14-0122400 TRANSFER TAX NUMBER: 14-04158 LIBER: D00012788 PAGE: 539 District: Section: Block: Lot: 1000 122.00 06.00 028.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $150,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $600.00 NO Comm.Pres $1,500.00 NO Fees Paid $2,480.00 TRANSFER TAX NUMBER: 14-04158 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County i i Number of pages kECORUtG 2014 Sea 16 02:49:.;2 PM TUMTH A. PASCALE This document will be public 'CLERK OF record. Please remove all SUFFOLK COUNTS' Social Secu Ity Numbers L DO0012780 prior to reco ding. P 539 �T# ;.4-0415 Deed/Mor gage Instrument Deed/Mortgage Tax Stamp — Recording/Piling Stamps 3 FEES Page/Filing Fee 142 _ Mortgage Amt. Handling 20. OU I. Basic Tax TP-584 2:Additional Tax Sub Total Notation _ SpecJAssit. EA-52 17(County) or Sub Total `_ Spy,/Add. _ EA-5217(State) TOT.MTG.TAX — R.P.T.S.A. Dual Town Dual County` Comm.of Ed. 5. 00 Held for Appointment TYansfer Tax Affidavit Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a One or two NYS Surcharge 15. 00 Sub Total family dwelling only. _�_—.��Q Other YES or NO Grand Total If NO,see appropriate tax clause on Page# of aus i stru ent. 4 1 Dast!000 00 1402MI 1000 12200 0600 028000 $ Community Preservation Fund Real Property P S Tax Service R POL /{ Consideration Amount$ I 000 Agency 09S_P-I CPF Tax Due $ Verification G Satisfactions ischarges/Releases List Property Owners Mailing Address Improved RECORD&RETURN TO: Vacant Land X flip Cc r'd:no�le , i6sq TD _ 10 p 0. box 010a 1 TD 1e.vn es po r , A)Y I 114 7 TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 3101Center Drive, Riverhead, NY 11901 Co.Name FIDELITY NATIONAL TITLE W WWI.suffoII=u ntyny.gov/clerk Title# F y- 7qoq- 555ro - 5,jFF 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Q j made by: (SPECIFY TYPE OF INSTRUMENT) C U T C H C O Carp. The premises herein is situated in. SUFFOLK COUNTY,NEW YORK. TO In the TOWN of 1!sn„A n j Mcm., Rojj t'L In the VILLAGE— JI or HAMLET of -Pcdf- u� BOXES 6 THR ,8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 124104-101 wt (r,ver) IMPORTANT-NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes. *you Will now rieed to contact your local Town Tax Receiver so that you maybe billed directly for all future pro et�rty tax statements. Local property taxes are payable twice a year: on or before January 101b and on or before May 31". Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with: any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631)957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631)451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main.Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631) 351-3217 (631) 283-6514 Islip Town Receiver of.Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, Judith A. Pascale Suffolk County Clerk 12-0104..aeioaw f DEED THIS INDENTURE,made this W day of 2014 BETWEEN CUTCIKCO CORP.,Laving an address at 275 Broaftollow Road,Melville,New York 11747, party of the fast part,and 9025 MAIN ROAD LLC,having an address at 10095 Main Road,Unit 4,Mattituck,New York 11952, party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate,lying and being in the See Schedule A attached hereto and made a part hereof. 3A1o7 Being and intended to be the same premises described in deed recorded�in libcr 12494 cp. 439 in the Suffolk County Clerk's Office. Said deed contains a typo in that Cutchco Corp. is misspelled as Cutcho Corp.,and the party of the second part thereunder is the same as the party of the first part hereunder. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO I IOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and (told the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement. 440354-2-W IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. In presence of: Catcheo Corp. By: \Iwl*,� Na . RA .Magnano Title: President COMMONWEALTH OF VIRGINIA ) :ss.: COUNTY OF FAIRFAX ) On the;x a day of in the year 2014,before me,the undersigned,Robert J. Magnano, personally known io m or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument at acknowledge to me that he executed the same in his capacity, that by his signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument.and that said individual did make such appearance before me in the Commonwealth of Virginia.County of Fairfax. IINDA GUTHRIE MURRAY NOTARY PUBLIC REGISTRATION M 7516469 COMMONWEALTH OF VIRGINIA otary Public Gu4Nrie H„rray MYCO14MISSIONEXPIRES JUNE 30,2016 Bargain and Sale Deed District: 1000 Section: 122.00 Block: 06.00 Lots: 028.000 County: Suffolk CUTCHCO CORP. TO 9025 MAIN ROAD,LLC Returner Mail to: Philip Cardinale,Esq. P.O.Box 2021 ]amesport,New York 11947 I Reserve This Space For Use of Recording Office 440354-2-W SCHEDULE A Parcel 1-Tax Lot 028.000: ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, Town of Southhold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point an interior point located North 2r OU West 181.28 feet from the intersection of the Westerly line of land now or formerly Suffolk Country Industrial Development Agency,and the Easterly line of land now or formerly of Ernest E.and Harold W. Wilsberg with the Northerly line of Main Road,and from said point; RUNNING THENCE the following THREE courses and distances along the land of Wilsberg: 1. North 8725'OU'West, 152.10 feet; 2. South 874U 29 West,159.06 feet; 3. South 2r 04 50r East,78.22 feet to land now or formerly of the State of New York; THENCE along said land the following TWO courses and distances: 1. South 59 09 50'West,187.03 feet; 2. South 5,C 36 2U'West,98.42 feet to land now or formerly of Bauman; THENCE along said land South 6 r 36 50'West,98.42 feet to land of Bagshaw; THENCE along said land North 23°19'V West,259.53 feet to land of Long Island Rail Road; THENCE along said land the following THREE courses and distances: 1. North 44 43'5913ast,106.74 feet; 2. North 8(P 56 20"East,11.07 feet; 3. North 44 43'SU'East,527.04 feet to the land of Hobson; THENCE along said land of miles South 27 52'5U'East,248.23 feet to the land of Wyche; THENCE along said land the following THREE courses and distances: 1. South 65'49 2U'West,52.79 feet; 2. South 24 17 X East,129.64 feet; 3. South 87'25'OU East, 118.79 feet to land now or formerly Suffolk Country Industrial Development Agency; THENCE along said land South 18'34 20'East,43.96 feet to the point or place of beginning. TOGETHER with a right of way over an existing wood road running North from the Main Road over land now or formerly of Wilsberg for ingress or egress. 440354.2-W <7Zff7 First American Title lnsurat 46mpany of New York BARGAIN and SALE DEED,with COVENANT i Against Grantor's Acts-Indmdual or Corporation CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT•TIRS IN5TRUAIENT 511OULD BE USED BY LAWYERS ONLY. JTHIS INDENTURE,made the 8th day of November,in the year 2008 BETWEEN Name:Mark A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 Name:Deborah A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 Name:James A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 party of the first part,and Name:Deborah A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party_ofAeseeaad.pa ,does hereby grant and release unto the party of the second part, ears or sr ors—an-d assigns of the party of a any forever, SEE SCHEDULE A FOR PROPERTY DES RIPTION TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the pang of the tarsi part covenants that the oany of the first party has not done or suffered anything whereby the said premises havc been encumbered in any way Whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"parry"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the parry of the first part has duly executed this deed the day and year first above written. IN PRESENCE O NMark A.Farina n Deborah A.Farina y � a � Jame A.Farina Bar rin.na Sao Orel,.ilM1 Ca—Ant ngmau Gfwa'!Aa-1.- %iJuA or Cagonton Il.rQte Aa11 i 20 SCHEDULE A ALL that certain plot, piece or parcel of land, situate,lying and being at Mattituck,Town of Southhold, Suffolk County and State of New York, bounded and described as follows: BEGINNING at a point marking the southeast corner of the premises herein described and the northeast corner of land of William and Fanny Wyche; RUNNING THENCE along said land, south 65 degrees 48 minutes 20 seconds West 71.52 feet to other land of party of the first part; RUNNING THENCE along said land,North 27 degrees 52 minutes 50 seconds West 121.91 feet to land of Hobson; RUNNING THENCE along said land,North 63 degrees 18 minutes 40 seconds East 73.99 feet to land of Ernest E. Wilsberg; RUNNING THENCE along said land, South 26 degrees 41 minutes 20 seconds East 125.00 feet to the point or place of BEGINNING. Together with an easement of ingress and egress in, to and over the traveled way known as Hobson Lane 8 feet more or less in width for access to and from Main Road. SAID premises being commonly known as 455 Hobson Drive,Mattituck,New York. i 't .t r,.F tONetKrYOeeLA*TaeaalOssttKeMMe I�IMf1r1e11�MT."as lumr1i11RtI illo11Mf1l8TuwnnONLY MS INDINnAX, made the 16 t h day,of Ma rc h ,ninotean hundred toe n i n e t y-f 1 V# ` � fILTW]LLt4 ! if f THOMAS'T McCARTHY, residing at 565o North Dayvisw [toad, i Southold, New York. party of the Ant part,and A. .,a1 De,bara� i4, 4r. ,. f hls w,re MARxAFARINk; residing at Cp CJVCr�� AtJuv '1qr E�a fYK/ ,jy 1/0Yo party of the se"md part, WrrNXUVM that the party of die Aret part.in consideration of ten dollars and other valuable aonslderailoo paid by the party of the ucond part,does hereby grant and ralcase unto the party of the second part,the hairs or tuccessort and assitrts of the party of the ucond part forever, ;. oo ALL that eerlsln plot,piece or pernl of land,with the buildings and Iniprovemenls Iharaon @rated,alluate, lying and being in the , 00 beting at Mattituek, in the Town of Southold, county of Suffolk and t. 11 State of Now York, being bounded and described as follows: DLGINNING at a point marking the southeast corner of the premises herein described and the northeast corner of land of M. Mi11sI RUNNING THLNCE along said land South 63 degrees is ainutes 40 seconds vast, 73.99 feet to land formerly of LeRoy Graff, now of North Fork Bancorp; Thence along said land North 27 degrees 51 -� minutes 50 seconds vest 116.37 feet to land of the Long Island Railroadf Thence along said land North 44 degrees 43 minutes 50 seconds east, $0.83 feet to land of North Fork Bancorp; Thence along said land South 16 degrees 41 minutes 20 seconds Last, 157..04 Y• feet to the point or place of beginning. F; r '"OGMER with a right of way ra feet more or less in width running j: from the southeasterly corner of said premises through lands of Mills, Wyche, Graff and ►+ilaberg to the Main Road for access between said premises and the Main Road. I Being and intended to be the sa.ne premises as conveyed to the party G: of the first part by deed recorded In L1ber 11707 page 588. -Cs ASS +bl� , �, � ,'-I-�, ' �1 j r n TOGETHER with all right,title and Interest,if any, of the party of the first pan in and to any streets and i ruada Abutting the above described premises to the centrr lines thereof;TOGETHER with the appurteneam and all the meta and rights of the party of the Ant part in and to ►id premises; Tr) HAVE AND TO HOLD the prarnisrs herein granted unto the party of the second part, tke helrs or succeaaors and asalgn@ of the party of the second part forever. AND the party of the Arai pan covenants that the party of the first part has not dane or suffered anything whereby the said premima have been encumbered In say way whatever,except as aforesaid. AND the party of the Arm part, in compliance with Section 13 of the Utn Law,covenants that the party of the Ant part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be ap ied Arit for IN purpose of paying the cost of the imymvement and will apply f the same Ant to the payment of Fhc coal of the improvement before using any part of the total of the seine fer any otMse purpose. The word "early' OAN be conssrued as If it read"parties"whenever the saner of this Indantpre so requl—a. IN WrrYU a VINKRILO/,the party of the Ant pan has duly executed this deed the day and year first abew written. I ranaM cc or J„ � Thomas J. r Form 3 N r o T u Ion+,soot w1pHn sra a/Ie�ed. CeY*nanl eqaNrN Q raMOr�-lhWprm n r L Noon 3Zto V='7� CONIULT YOUR LAWYIR 11I0PA 110NINO THII iN&TAUM/NT•TMt1 INITRUMSNT!MOULD 11 U1 er LA IM L THIS INDENTURE,made the ( iiiJJJ 'day of November, 1200, BETWEEN WILLIAM L,WYCHE,as surviving tenant by the entirely of Fannie E.Wyche,his wife,residing at 35a Hot son Drive,MatlNuck,New York 11952 Party of the first pan.and D MARK FARINA AND DQdORAM MRINA #M Q141 etd eQeM PX*e C residing at 100 COYArt Avenue,New Hyde Park,New York 11040 J party of the second part, WITNESSLTH,(hat the party of the Mrs part,in consideratlon of TEN AND 001100------»•- .........».»., ee — -- (StC 04)..w.._...._...._.....«...».._.«.».....»»»......dopers and other 'O good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs of successors and assigns of the party of the second part forever, / ALL that certain plot, place or parcel of land, with the buildings and Improvements thereon erected. situate, lying and being at Mattituck,In the Town of Southold,County of Suffolk end State of New York, bounded and JD described as follows. BEGINNING at the northeasterly corner of the premises herein described at a pant distant South 28 degrees 41 minutes 20 seconds East, 277 04 reel as measured along the westerly line of land now or formerly of Ernes(E WIsblrg,from the Kwuther)y Ilne o!the I nd of the Long Island Railroad. RUNNING THENCE South 18 degrees 34 minutes 20 seconds East along said land now or formsriy of Emest E,WAlsberg, 164 04 lest to a monurnant and land now or formerly of Leroy GfeB;THENCE North 81 degrees 2a minutes West along said last mentioned lend,118,79 feet to I monument; THENCE North 24 degrees 17 minutes a0 monde Wool still along sold last mentioned land, 120.84 lest to I monument and land now or formorty of Jo"ph Brunsklll;and THENCE North 85 degrees 48 minutes 20 seconds East along said last mentioned land, 124.31 feel to the point or place of BEGINNING. TOGETHER WITH a Right of Way for ingress end*gross over and along In*existing traveled roadway known as Woodland Road extending from the above described premlaee souiherty to the Main Road BEING AND INTENDED TO BE the same premises conveyed to the party of the Prat part by deed recorded In L)Der e860 Cp 598 as corrected by Leber 8498 cp.377. TOGETHER with all right,IIN@ and interest,1f any. of the party of the first part in and to any strsets Ind roads abutting the above described promises to the center lines thereof;TOGETHER with the sppunenancee and all the estate and rights of the parry of the first pert in end to said prsmbss; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever AND the party of the Prot part covenants that the party of the Net part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the purty of the first part, In compliance with Section 13 of the Lien Law,covenants that the party of the firs(pan will receive the consideration for Ihis cdnveyonU and will hold(he right to receive ouch consideration as a trust fund to be applied first for the purpose of paying the cost of the Improvement and will apply the same Ant to In*payment of the cost of the Improvemsnl before using any part of the total of the tarn*for any other purposo.The word'party' shell be construed as if It read'parties'when ever the sense of this Indenture so requires. IN WITNESS WHEREOF, the party of the Prot part has duly executed this dead the day and year f1rot above written. IN PRESENCE OF: �,(� Wll.l,lAM I..WYCIyI? 1 i P BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CALMON:TFIIS AGRLL'MLN"r SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY AYrORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made the December i 7 2001 ibetween ERNEST E.WILSBERG,residing at(no#)Ole Jule Lane,Mattituck,NY 11952,and I HAROLD W.WILSBERG,residing at 80 Krause Road,Mattituck,NY 11952 I party of the first part,and MARK A.FARINA,residing at 108 Covert Ave..New Hyde Park,NY 11040 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other lawful consideration,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the parry of the second part forever, ALL that certain plot,piece or parcel ofland,with the buildings and improvements thereon erected, situate,lyin attltuc m of Southold,County of Suffolk and State of New York. SEE SCHEDTJLE`A'ATTACHED HERETO ND MADE A PART HEREOF Premises are the same a described in deed recorded in Liber 5462 page 85. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVEAND TO HOLD the premises herein granted unto the party of the second part the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the patty of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the saine first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WIT'VESS WHEREOF,the party of the first par.has duly executed-chime a°_��t -CLZ and year first above written. 160690 ERNEST E.WILSBERG A OLD W.WILSBERG NYSBA Residential Real State Fomts on Hotr)mt 19i00) Copyright CapsoR`13-mlopment i t f SCHEDULE A - DESCRIPTION AMENDED 04/11/02 ALL that certain plot, piece or pircel of land, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northwesterly side of Main Road S.R. 25 at the southeasterly corner of land now or formerly of the State of New York; RUNNING THENCE along said land now or formerly State of New York: (1) North 37 degrees 57 minutes 30 seconds West, 171.89 feet; and (2) South 72 degrees 24 minutes 50 seconds West, 240.16 feet; THENCE North 21 degrees 04 minutes 50 seconds West still along said last mentioned land and later along land now or formerly NFB Development Corp., 109.60 feet; THENCE along said land now or formerly NFB Development Corp., (1) North 85 degrees 40 minutes 20 seconds East, 159.06 feet and (2) South 87 degrees 25 minutes 00 seconds East, 152.10 feet to land now or formerly Suffolk County Industrial Development Agency; THENCE South 20 degrees 27 minutes 42 seconds East along said last mentioned land, 181.83 feet to the northwesterly side of Main Road, S.R. 25 and the point or place of the BEGINNING. TOGETHER with a Right of Way for Ingress and Egress over an existing traveled road running North from the Main Road. y� .l ,-, ` 70 fYl n Title Report � 77pil 97 DEED THIS INDENTURE,made this 6day of_ 1_r S�,2014 BETWEEN CUTCHCO CORP.,having an address at 275 Broadhollow Road,Melville,New York 11747, party of the first pan,and 9025 MAIN ROAD LLC, having an address at 10095 Main Road, Unit 4,Mattituck,New York 11952, parry of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, sriva in�and being t Ztt� See Schedule A attached hereto and\l e a part hereof, �3h/o7 ,mg an intended to be the same premises described in deed recorded in liber 12494 cp•439 in the Suffolk County Clerk's Office. Said deed contains a typo in that Cutchco Corp.is misspelled as Cutcho Corp.,and the party of the second part thereunder is the same as the party of the first part hereunder. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted un(o the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement. 44u3s4-2-w SCHEDULE A Parcel I-Tax Lot 028.000: ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, Town of Southhold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point an interior point located North 21' 00 West 181.28 feet from the intersection of the Westerly line of land now or formerly Suffolk Country Industrial Development Agency,and the Easterly line of land now or formerly of Ernest E.and Harold W. Wilsberg with the Northerly line of Main Road,and from said point; RUNNING THENCE the following THREE courses and distances along the land of Wilsberg: 1. North 8725 0U West, 152.10 feet; 2. South 8740'20' West, 159.06 feet; 3. South 21'04'50'East;78.22 feet to land now or formerly of the State of New York; THENCE along said land the following TWO courses and distances: 1. South 58'09'50'West, 187.03 feet; 2. South 54'3620'West,98.42 feet to land now or formerly of Bauman; THENCE along said land South 61'36 50'West,98.42 feet to land of Bagshaw; THENCE along said land North 23'19'50'West,259.53 feet to land of Long Island Rail Road; THENCE along said land the following THREE courses and distances: 1. North 44743'50'East, 106.74 feet; 2. North 8Y 56 20'East, 11.07 feet; S 3. North 4T43'50'East,527.04 feet to the land of Hobson; THENCE along said land of miles South 27'52'50'East,248.23 feet to the land of Wyche; THENCE along said land the following THREE courses and distances: 1. South 6F48'29West,52.79 feet; 2. South 24'17 50 East, 129.64 feet; 3. South 87 25'00'East, 118.79 feet to land now or formerly Suffolk Country Industrial Development Agency; THENCE along said land South 1934'20'East,43.96 feet to the point or place of beginning. TOGETHER with a right of way over an existing wood road running North from the Main Road over land now or formerly of Wilsberg for ingress or egress. 440354-2-W Itar4ord N Y D T U Form 1111002•NNW Ina Isle Deno n COWnent 011 0iuuorl Ae4•Ururam "My �yr� �� Form 3290 ya(rya CON/ULT YOU#LAvdt'IR I1101t1 SI0NINO TMII iNITAUMINT.THis INITRUMINT IHOULD II U1 IAs 1. THIS INOINTWl6,made the ( day of November, 1900, S6TWE6N WILLIAM L.WYCHE,as surviving tenant by the entirely of Fannie E.Wycho,his wife,residing of 358 Hobson Drive,Matllluck,New York 11952 rt,and MARK f the Ant FARINA AND DEBORAH FARINA yN Q/R 1 f li )� eaa iqXhf�� residing at 106 Covert Avenue,New Hyde Park,Now York 11040 V�Ors party of the second part, WITNIISSNTH,that the party of the first part,in conaldoration of TEN AND 001100•�•••••»•--»•••»•—••••••»•»» ..............._.dollars and other 50• good and valuable consderstion paid by the party or the second part,does hereby grant and release unto the ' petty of the second part,the heirs or successors and oeslgmo Of the party of the second part forever, i ALL that certain plot, piece or parcel of land, with the buildings and Improvements thereon erected, elluala, lying and being at MatUluck,In the Town of Southold,County of Suffolk and Stale of New York,bounded And described as follows. BEGINNING at ih/northoastorly cornsr of the promises heroin described al a point distant South 26 degrees Diet, 41 minutes 20 seconds Emil, 27704 real me measured along the westerly tine of land now or formerly of 1000 Ernest E 1Wlsberg,from the toulbotly line of the land of the Long Island Railroad. 1 sec. 1 RUNNING THENCE South 10 degrees 34 minutes 20 seconds Emil along sold land now or formerly of Emost 122.00 E.W itiberg, 164.04 feel to a monument and land now or formerly of Leroy Groff; blk. THENCE North 87 degrees 20 minutes West along said last mentioned land,115.79 feet to I monument; 06,00 THENCE North 24 degrees 17 minutes 50 seconds West still along sold teal mentioned land, 120.64 lest to e Lot monurent and land now or formerly of Joseph Brunskill;and 025.000 THENCE North 68 degrees 48 minuln 20 seconds Eaat along said loot mentioned land, 124.31 feel to the point or place of BEGINNING TOGETHER WITH a Right of Way for Ingress end egress over and along the existing traveled roadway known its Woodland Road extending from the above described promises southerly to the Main Road. BEING AND INTENDED TO BE the same premises conveyed to the party of the Orel part by deed recorded In Llb*r 0860 cp.598 as corrected by Llbor 6898 op.377. TOGETHER with all right. Iltle end Interest, 11 any,of the party of the first pan In and to any streets and roads abutting the above described promises to the center lines thsroof;TOGETHER with the appurtenances and all the*state and rights of the party of the lint part in and to said promises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, AND the party of the first part covenants that the party of the Kral part has not done or suffered anything whereby the said premises have boon encumbered in any way whatever,except as aforesaid. AND the party of the first part, In Compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this aonvoyanc+e and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the Improvement and will apply the some first to the payment of the cost of the Improvement before using any part of the total Of the same for any other purpose.The word`party'shall be construed as If It reed 'parties'whom over the sane#of this Indenture so requires. IN WITNESS WHlRlOF,the party of the first part has duly executed this deed the day and year first above wniten. , IN PRESENCE OY: «11 ....� .f VWII.I,IAM 1..WYCII I: i aa..iw�.eaT.U.IAA it�eM1 C94 4•.lollltrtl ve4t LAwnh Iirp41 If IttZ111M1,.11U11IIN"N'OfTtNN --nopLAW"R1sN►1 Ib� TkIS IND&WrVR& made the 16 t h day of Na rc h nineteen hundred and n i n e t y-f i v i arrW1<.Ltl t r THOM�IST McCARTHY, residing at 5650 North dayvietr Road, I' � Southold, Now York. party of the Ant part,and r A. .,,J l�cbo.� /4• Fur ,Ape t,,Xr, XMUIIPIIRIN " residing at (cy CO3C� AJC,tu- NP E�Ie p.rk, Wy floyo —� party of the sesood part, W ITNLfifCfH,that the party of the first part,in consideration of ten dollars and other valuable eonelderatlon (/ paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and usigns of the party of the second part forever. 1 oa 0 ALL that certain plot,pieta or parcel of land, with the buildings and Improvements Ihareon traded,skuate, 1 r�11 lying sold Wesig In the I being at tsattituek, in this Town of Southold, County of Suffolk and F ` State of Now York, being bounded and doscribed as folloval ol�• bo II . ., BEGINNING at a point marking the southeast corner of this promises herein described and the northeast corner of land of N. frills; RUNNING THENCE along said land South 63 degrees is minutes 40 seconds west, 71.99 feet to land formerly of LeRoy Graff, now of ��. North Fork Bancorp; Theinco along said land North 27 degrees 52 minutes 50 seconds west 116.32 feet to land of the Long Island ' Railroad; Thence along said land Nol:th 44 degrees 43 minutes 50 seconds east, 80.83 foot to land of North Fork Bancorp; Thence along said land South 16 degrees 41 minutes 70 seconds East, 152,04 feet to the point or place of beginning. V• r TOGETHER with a right of way a feet more or less in width running from the southeasterly corner of said promises through lands of Mills, Wyche, Graff and wilsberg to the Main Road for access botween said promises and the Main Road. r Being and Intended to be the sane premises as conveyed to the party of the first part by deed recorded In Liber 11707 page 588. 6.` Pf'�f 5-- 1 S S +b b s vn TOGETHER with all right,title and interest, if any, of the party of the Ant part in and to any streets end roads abuiling the above described premises to the center linty thereof;TOGETHEk with the a urtenane» and all the state and rights of the party of the Arst part In and to seld prrmiaes; To 1 HAV$ AND TO HOLD the premises herein granted unto the party of the second part, Ike heirs or successes and aalgns of the party of the second part forever. AND the party of the first part covenants that the party of the ant part hits not done or Buffered anything whereby the said premises have been encumbered In airy way whatever,except as aforesaid. i AND the party of the Arat part, in compliance with Section 13 of the Uen Law,covenants that the party of the Ant part will receive the Consideration (or this conveyance and will hold the right to receive such consid- eration a a trust fund to be cepriert first for the purpose of paying the con of the improvement and will ay the same first to the payment n the cost of the improvrment before using any part of the total o ppl f the sauna for any otlserr purpose. The word "party"shall be construed as I( it read "parties"wheitevtr the sense of this indentywe so requi ►s. 1N Wr MW VINKAKO/,the perry of the first pan has duly executed this deed The day and year first above wrluen. IN tsapsNCr of: omes .V �T. bs` e i <7Zff� First American Title Insur ! e Can an l I + /` P Y of New York '• ` BARGAIN and SALE DEED,with COVENANT AYoinst Grantor's Acts-Individual or Corporation CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INsTRum E\r s110UL0 BE USED BY LAWYERS ONLY, THIS INDENTURE,made the 8th day of November,in the year 2008 BETWEEN Name:Mark A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 Name:Deborah A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 Name:James A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 party of the first part,and Name:Deborah A.Farina Address:455 Hobson Drive,Mattituck,NY 11952 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the puty_oLtheseeond.p n,does hereby grant and release unto the parry of the second part, fit curs ors 't aors and assigns of the party of a arty forever, SEE SCHEDULE A FOR PROPERTY DES, RIPTION TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof,TOGETHER with the appurtenances and 3!1 the estate and rights of the party of:he first part in and to said premises:TO HAVE AND TO HOLD the premises herein eranted unto:he party of the second pan,the heirs or successors and assigns of the party of the second part forever AND the party of the frst part covenants that the party of the first party has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the parry of:he first pan,in compliance with Section 13 of the Lien Law•,covenants that the party of the first pan will receive the-consideration for Ots conveyance and will hold the right to receive such consideration as a must fund to be applied first for the purpose of paying the cos:of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. 'rhe word"party"stall be construed as If it read"parties"whenever the lens.of this mdentirc so requires IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written, IN PRESENCE O Mark A.Farina Deborah A.Farina Jame A.Farina 1-------- ----__�� 6,r;nn.rid 5.1,Uevd.•dh Ca•manr npiau Gnaa't A.alod, 1u31 or:uronrca N.:Ble SAMJ i 50 SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, Town of Southhold, Suffolk County and State of New York, bounded and described as follows: BEGINNING at a point marking the southeast corner of the premises herein described and the northeast corner of land of William and Fanny Wyche; RUNNING THENCE along said land, south 65 degrees 48 minutes 20 seconds West 71.52 feet to other land of party of the first part; RUNNING THENCE along said land,North 27 degrees 52 minutes 50 seconds West 121.91 feet to land of Hobson; RUNNING THENCE along said land, North 63 degrees 18 minutes 40 seconds East 73.99 feet to land of Ernest E. Wilsberg; RUNNING THENCE along said land, South 26 degrees 41 minutes 20 seconds East 125.00 feet to the point or place of BEGINNING.Together with an easement of ingress and egress in, to and over the traveled way known as Hobson Lane 8 feet more or less in width for access to and from Main Road. SAID premises being commonly known as 455 Hobson Drive, Mattituck,New York. A Yri.e M.r aT.U.I...fat-tiY / .:, „w►o..4..,. — AA—IWNYW.erN,wls.bY�te,a,�,t 1 / OONItnr reel ulM✓h�iQOla fFaMItN/11111 111frt♦ellt♦Mf.fMII OHT�r1111Ri1MMfJ11"n{T LAW,IN ONLY tb� T1ilf INDSPrI L IM made iht 16 t h der of March ,nits„ten hundred and n i n a t y-is Y� ;p a ' THOMAS'T MCCARTAY, reaiding at 5650 North sayview Road, t� rtzr Southold, New York. party of the Ant part,and r A .,vi Z)66o-J, /4• rAr;na ,hie vet*G MARJKAFARIN ,-" residing at I «P I C"Crnt"K A je,-.u' I N� F� c P , /�y ,l oyo party of the sesoad part, / WITMiW=T};,that the party of the Aral pan,in consideration of len dollars and other valuable consideration ! paid by this party of the second port,does hereby grant and release unto the party of the second part,the halt* or succesaors and ussigns of the party of the second part forever, ALL that eerlain plot,pion or paint of land,with the buildings and Improvensents thereon erected,situate, oo a lying and being in the , being at Mattituck, in the Town of Southold, County or Suffolk and f O State of New York, being bounded and described as follows: BEGINNING at a point marking the southeast corner of the premises oa3• p� herein described and the northeast corner of land of H. /tillaf RUNNING THENCE along said land South 63 degrees 18 Minutes 40 } seconds west, 73.99 feet to land formerly of LeRoy Graff, now of North Rork Bancorp; Thence along said land North 17 degrees 51 �— minutes 50 seconds west 116.32 feet to land of the Long Island Railroads Thence along said land North 44 degrees 43 minutes So seconds east, 80.83 fast to land of North Fork BancorD; Thence along said land South 26 degrees 41 minutes 20 seconds Cast, 152.,04 fast to the point or place of beginning. t TOGETHER with a right of way 8 feet more or less in width running from the southeastttrly corner of said premises through lands of Mills, Wyche, Graff and Wilaberg to the Main Road for access between said premises and the Main Road. r Being and Intended to be the sane premises as conveyed to the party of the first part by deed recorded 1n Liber 11707 page 588. TOGETHER with sh right,title and Interest, if any, of the party of the first part In snd to any stints&A roads abutting the above described premises to the center lines thereof;TOGETHER with the appurteristsm and all the estate and rights of the party of the first part In and to w;d premises; TO HAVE AND TO HOLD the prennisrs herein granted unto the party of the second pert, the heirs or successors and assigns of tin party of the second part forever. AND the party of the Aru part covenants that the party of the first part has not dote or suffered anything whereby the said premises have been encumbered In sty way whatever,except as alatuid. AND the party of the Arat part, in compliance with Section 13 of Ibe Usin Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be appiieri hrat for the purpose of paying the cost of the impmvement and will BOY the same Ant to the payment n the Cott of the improvement before using any part of the total of the saint for any other purpose. The word "party" shalt I s consented as if it read"parties"whenever the sense of this Indentyre to reyut^•s. IN Wr MW WNSRUW,the party of the first pan has duly executed this dead the day and year first above written. ' IM ras1aNce os f .y .' Thomas AO 1 titer Stamda Form N Y a T U Form ebOt•tiupah era aeM Ds�d, n Cov#nfinl p�urN Oronta�Au�.lNvlam "a MR Form 3210 CONeULT YOU#tAMIR aI►ORa eIONIN0 TNI&1144MMaNT•TKrs INITRUMLNT eHOULa IIU11 s L THIS INDENTURE,made the I yy t day of November, 1000. l6rMEN v WILLIAM L•WYCHE.as liurvfving tenant by the antlrely of Fannfs E.Wychs,his wife,residing of 358 Hobson Drive,Matinuck,New York 11062 party of the MI pan,and MARK FARINA AND D�0CRAM FARINA #611 R/etd )10 malt o,4e,< fall at iOti Covert Avenue,New Hyde Park,Now York 11D40 rs O party of the tecona part. YATNEltDTH,that the party of(he nrst part,in consideration of TEN AND 001100........ •--.••••--............ e court end other good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of Iho Iacono pen.the heirs or successors and assigns of the party of the second part forever. ALL that certain plot, plea or parcel of land, with the buildings and Improvements thereon erected, silusla, lying and being at Mettltuck,In the,Town of Southold,County of Suffolk end Stale of Now York,bounded and described as follows. BEGINNING at the northesetoriy cornar of the premises heroin described at a point distant South 28 degrees Dist, 41 minutes 20 seconds East. 277.04 feet as measured along the weetarly line of land now or formerly of 1000 Ernest E Wlisborg,from the uluurer)y line of the land of the Long Islond Railroad, Sec. RUNNING THENCE South 18 dogrsos 34 minutes 20 seconda East slang said land now or formerly of Ernest 122.oU E.Moberg,164 04 foot to a monument and Iona now or formerly of Leroy Graff; B t k, THENCE North 87 degrees 20 minutes West along said tool mentioned lend,118,70 feel to a monument; 06,00 THENCE North 24 dagr"s 17 minutes 60 seconds Weil still along sold last mentioned land, 120.54 lest to a l.n t monument and land now or formerly or Joseph Brunskfll;and 025.000 THENCE North 66 dogroee 48 minutes 20 seconds East along said loll mantWnod land, 124.31 foal to the point or place of BEGINNING TOGETHER WITH a Right of Way for Ingress end#gross over and stong ins existing traveled roadway known as Woodland Road extending from the above described promises soulherty to the Main Road BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed recorded In Libor 0060 cp.608 as corrected by Libor 8808 op.377 TOGETHER with at)right,fllla and Interest, 0 any, of the party of the first part In and to any streets and roads abutting the above described premises to the center lines thsraof;TOGETHER with the appurtenances end all the estate and rights of the party of the first part in and to field promises; TO HAVE AND TO HOLD the promises herein granted unto the party of the second part,the halts or successors and assigns of the party of the second part forever AND the party of the first part covenants that the party of the 11rol port has not done or sutfored anything whereby the said premises have boon encumbered in any way whatever,except as aforesaid. AND the party of the first part, In compliance with Section 13 of the Lion Law,covenants that the party of the first part will receive the consideration for this conveyance and wtil hold the right to receive ouch consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the some first to the payment o1 the cost of the Improvement before using any part of the total of the tarn*for any other purpose.The word*party'shall be continued as If It read'parties'when ever the sense of this Indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly execuled this dead the day and year fire(above written. , 1N PRESENCE:OF: _ t wl --wll.t.lAM I..wYCt�li BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:TEES AGREEMLNT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER➢➢FORL;SIGNING. THIS INDENTURE,made the December i 7 2001 between ERNEST E.WILSBERG,residing at(no#)Ole Jule Lane,Mattituck,NY 11952,and HAROLD W.WILSBERG,residing at 80 Krause Road,Mattituck,NY 11952 I i party of the first part,and t MARK A.FARINA,residing at 108 Covert Ave.,New Hyde Park,NY 11040 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other lawful consideration,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lyin -'16Iatttruc- to of Southold,County of Suffolk and State of New York. SEE SCHEDULE`A'ATTACHED HERETO ND MADE A PART HEREOF Premises are the same a described in deed recorded in Liber 5462 page 85. TOGETHER with all right title and interest,if any,of the party of the fiat part in and to any streets and roads abutting the above described premises to the center lines thereof TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAYEAND TO HOLD the premises herein granted unto the party of the second part the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a Wst fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party ofthe first part has Aulyrxecutedihis A-Pei tltr and year first above written. ERNESTE.WILSBERG d AAROLD W.WILSBERG NYS➢A Residential Kcal Estate Forms on HoEr)m W00) Copyright Capsoft°Development f I. SCHEDULE A - DESCRIPTION AMENDED 04/11/02 ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northwesterly side of Main Road S.R. 25 at the southeasterly corner of land now or Formerly of the State of New York; RUNNING THENCE along said land now or formerly State of New York: (1) North 37 degrees 57 minutes 30 seconds West, 171.89 feet; and (2) South 72 degrees 24 minutes 50 seconds West, 240.16 feet; THENCE North 21 degrees 04 minutes 50 seconds West still along said last mentioned land and later along land now or formerly NFB Development Corp., 109.60 feet; THENCE along said land now or formerly NFB Development Corp., (1) North 85 degrees 40 minutes 20 seconds East, 159.06 feet and (2) South 87 degrees 25 minutes 00 seconds East, 152.10 feet to land now or formerly Suffolk County Industrial Development Agency; THENCE South 20 degrees 27 minutes 42 seconds East along said last mentioned land, 181.83 feet to the northwesterly side of Main Road, S.R. 25 and the point or place of the BEGINNING. TOGETHER with a Right of Way for Ingress and Egress over an existing traveled road running North from the Main Road. n C. i- rn a7 Sq r:J r_,l 11 I i 1n r1 0 ��. P h�1 n Title Report 7P� aday DEED THIS INDENTURE,made this of 5 ,2014 BETWEEN CUTCHCO CORP.,having an address at 275 Broad\hollow Road,Melville,New York 11747, party of the first part,and 1 9025 MAIN ROAD LLC, having an address at 10095 Main Road, Unit 4,Mattituck,New York 11952, party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situa 'n and being in�he 'and`n\L•xie a part hereof. See Schedule A attached hereto ' /3h/07 ctng an intended to be the same premises described in deed recorded in liber 12494 ep.439 in the Suffolk County Clerk's Office. Said deed contains a typo in that Cutchco Corp.is misspelled as Cutcho Corp„and the party of the second part thereunder is the same as the party of the first part hereunder. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises-,TO HAVE AND TO HOLD the premises herein granted unfo the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement. 12 440354-2-W SCHEDULE A Parcel l-Tax Lot 028.000: ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, Town of Southhold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point an interior point located North 21' 00 West 181.28 feet from the intersection of the Westerly line of land now or formerly Suffolk Country Industrial Development Agency,and the Easterly line of land now or formerly of Ernest E. and Harold W. Wilsberg with the Northerly line of Main Road,and from said point; RUNNING THENCE the following THREE courses and distances along the land of Wilsberg; 1. North 872500'West, 152.10 feet; 2. South 8740 29 West, 159.06 feet; 3. South 21'04'50'East 78.22 feet to land now or formerly of the State of New York; THENCE along said land the following TWO courses and distances: 1. South 59 09'59 West, 187.03 feet; 2. South 54 36 20'West,98.42 feet to land now or formerly of Bauman; THENCE along said land South 61`36 50'West,98.42 feet to land of Bagshaw; THENCE along said land North 23'19 5U West,259.53 feet to land of Long Island Rail Road; THENCE along said land the following THREE courses and distances: 1. North 44743'50'East. 106.74 feet; 2. North 8(Y 56'20'East, 11.07 feet; S 3. North 44'43'50'East,527.04 feet to the land of Hobson; THENCE along said land of miles South 2752'50'East,248.23 feet to the land of Wyche; THENCE along said land the following THREE courses and distances: I. South 65 48 20'West,52.79 feet; 2. South 24'1759 East, 129.64feet; 3. South 87 25'00'East, 118.79 feet to land now or formerly Suffolk Country Industrial Development Agency; THENCE along said land South 18'34'20'East,43.96 feet to the point or place of beginning. f TOGETHER with a right of way over an existing wood road running Nonh from the Main Road over land now or formerly of Wilsberg for ingress or egress. ' 440334 22-W t ItsM•rd N Y 0 T U /OM W02•Wr9e101 eM trle D••d. n COWIN eeawut O,anta's AG•-UMam ��ttr �J CONI 3210 q b 1 CONIULT YOUtI IAWrIR IllOfti iIONINb TMIi INITIIUMINT.TNIe IN@TRUM[NT iNOULD I VI eY u IR1 L TWIG INDENTURE,made the ( V day of November,1999, BETWEEN WILLIAM L.WYCHE,as surviving tanont by the onlirely of Fannie E Wychs,his wife,residing of 358 Hobson Drive,Matllluck,Now York 11952 parry of the first part,and MARK FARINA AND 08E0RAN FARINA 0 41 R 1 etQ )� eQ(M 0 �� rellding at 101 CovArt Avenue,Now Hyde Park,New York 11040 1 r party of the second part WITHESSITN,that the party of the Ant part,in consideration of TEN AND OOI700•�•.•.•—.•»•»...-••—..••...»»» _..I310 00}..._. _.........._ _............ .... _.._.dollars and other • good end valuable consideration paid by the party of the second part,doe*hereby grant and ral►asa unto the party of the second pan,the heirs or successors and meslgno of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and Improvements thereon erected, tlluela, t lying and being at Mstlltuck,In the Town of Southold,County of Suffolk and Stela of New York,bounded and described as follows. BEGINNING at the northeasterly comer of the promises herein described at a point distant South 20 degrees Dist. 41 mintites 20 seconds East, 277.04 teat as measured along the westerly line of land now or fofmarly of 1000 Ernest E.Wllsberg,from the southerly line of The Ind of the Long Island Railroad; sec. 1 RUNNING THENCE South 18 deorNe 34 minutes 20 seconds Emil @long sold land now or formerly of Ernest 122.OU E.WNW%164.04 feel to a monument end land now or formaily of Leroy Graff; blk. THENCE North 17 degrees 25 minutes Wool along sold last mentioned land,115.79 feel to a nionumenC 06.00 THENCE North 24 degrees 17 minutes 50 seconds West still along amid last mentioned land, 129.84 feet to a Lot monument and land now or formerly of Joseph Brunskill.and 025.000 THENCE North 65 degrees 48 minutes 20 second*East along said lest mentioned land, 124.31 feel to the point or place of BEGINNING TOGETHER WITH a Right of Way for Ingress and egress over and along the existing traveled roadway known as Woodland Road extending from the above described premises southerly to the Main Road. BEING AND INTENDED TO BE the some promises conveyed to the party of the first pert by deed recorded In Libor 6860 cp.598 as corrected by Libor 6808 op.377 l TOGETHER with all right,tills and Inta►osi, 11 any,of the parry of the lint pan In and to any streets and roods abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in end to sold premised; TO HAVE AND TO HOLD the premises herein granted unlo the party of the second pan,the heirs or successors end sssigns of the party of the second pail forever. AND the party of the first part covenants that the party of the Not part has not done or suffered anything whereby the said premises have been encumbered In any way whatever,except as aforesaid. AND the party of the first pan, In compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive ouch consideration as a trust fund to be applied first for the purpoaa of paying the cost of the Improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the isms for any other purpose.The word'party'shall be construed as It It reed'partise when ever the sense of this lndonture so requires. IN WITNESB WHEREOF,the party of the first pan has duly executed this deed the day and year Mrs(above whiten. IN PRINFNCE OF ( ( ....��1VIIaaAM l.,WYCI fi •ri,e M.r tT U.r..Not-am a -. --,A4u 11WMNad or cov"w .alien a" ��R OONlYL11tOr1AUMnaNlOaaQeNltseZIlnfsUreM►.TIu�IMtlTsw�urrtlN�aaanosyLAWYM�M►r Ib4 I 7WS INDI<NIV1t1, made the 16 t h der of Ma rC h nin41een hundred and n i n e t y-11 Y • ar WUN ' r THOMAST McCARTHY, residing at 5650 North dayview Road, r Southold, Now York. party of the Arst part,and r� A. .,j Dt6o,j� 4. Fr;,,. r 4IS ws*G MAAXAFARIN -' residing at `�•y�� I d F Co�,c, AJC,ti.- N� I•�fd Pik/ ,�y party of the wood pert, WITMLSS H•that the party of the Aral part,in considerstion of ten dollars and other valuable coesldrrailon paid by Itu party of the ucond pert,sloes hereby grant and release unto the party of the ucond part,the he or successors and usigns of the party of the ucond part fortver, oo ALL that certain plat,piece or percel of land, with the buildings and Improvonaenta Ihareon graded,situate, l 1 lying and being In the r . being at Mattituck, in the Town of Southold, County of Suffolk and State of Now York, being bounded and described as Eollowsi l•r BEGINNING at a point marking the southeast corner of the premises oa3, p� herein described and the northeast corner of land of M. Millal RUNNING THENCE along said land South 63 degrees IS minutes 40 seconds vast, 73.99 feet to land formerly of LeRoy Graff, now of t North Fork Bancorp; Thence along maid land North 27 degrees 52 minutes 50 seconds west 126,32 feet to land of the Long Island Railroad( Thence along said land North 44 degrees 43 minutes 50 seconds most, 60.83 feet to land of North Fork Bancorp; Thence along said land South 26 degrees 41 minutes 20 seconds Last, 152,04 feet to the point or place of beginning. TOGETHER with a right of way 8 feet more or less in width running from the southeastairly corner of said premises through lands of Mills, Wyche, Graff and wilaberg to the Main Road for access between said premises and the Main Road. Being and Intended to be the sane premises as conveyed to the party of the first part by deed recorded In Liber 11707 page 588. V_ TOGETHER with all right,title and interest, if any, of the party of the Aril part in and to any street$and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances ►nd all the estate and rights of the party of the Ant part In and to wid prrmises; To 1 HAVE AND TO j HOLD the premises herein granted unto the party of the second part, the heirs or su.<wsoes and assigns of the petty of the stcond part forever. . 1 AND the partyy of the first part covenants that the party of the first pert his not done or suffered anything whereby the old promisee have been encumbered In guy wey whatever,except as aforesaid. AND the party of the Ant port, in compliance with Section 13 of the Llen Law,covenants that the party of i the Aru part wlll receive the consideration for this conveyance and will hold the right to receive such consid- ers0on as a trust fund to be appliert Ant for the purpose of paying the cost of the im mvcment and will apply the same Arst to the payment of the cost of the improvement brfon using any part oPthe total of the wens for any other purpose. The word "party" shall be construed as if it rod"parties"whenever the sense of this Indentpre no requlrw. IN WITK[S1 W1f nKor,the party of the first parr has duly executed this deed the day and year first above written IN rest$attctt or: 1 . fi Standard N.Y.B.T.U.Form 8007-10M -Bargain and Sale Dud,with Covenant against Gnnmi s Act,-11Mivid..]or Corjw rion.5r— Al/7 7 y4—s CONSULT YOUR LAWYER rY E SIGNING THIS INSTRUMENT-THIS INSTRUy llT SHOULD 91 USED SY LAWYERS ONLY IER 97,18 ?AkE SU n THIS IND NTU ma ,the 29th daYof December ,nineteen hundred and; eighty-four BETWEEN Inn T-ITuc t- '4)� ,) /ep d R D ] Ov ALAN A. CARDINALE, residing at no# Bridge Lane, Cutchogue, New York party of the first part,and NORTH FORK BANCORPORATION, INC. , a Delaware corporation with its principal place of business at: 245 Love Lane, Mattituck, NY party of the second part, vy` WITNESSETH,that the party of the first part,in consideration of f, Ten ($10.00) and 00/100-------------------------------------dollars, lawful money of the United States, and other good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, //4qj) , ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, 7 6� t '0 lying and being in the All that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying !°ZU,Cw and being at Mattituck, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING on the northerly side of Main Road where the westerly side of lands now or formerly of Wilson intersects same; Running thence along the northerly side of Main Road the following three (3) courses and distances: (1) South 48 degrees 20 minutes 10 seconds West 340.70 feet; (2) South 47 degrees 51 minutes 30 seconds West 171.84 feet; and (3) South 52 degrees 02 minutes 10 seconds West 1.74 feet to land now or formerly of the State of New York; Running thence along the easterly side of the last said lands and the easterly side of lands now or formerly of Wyche, lands now or formerly of Brunskill, and lands now or formerly of Hobson, the following courses and distances: (1) North 20 degrees 27 minutes 42 seconds West 181.83 feet; (2) North 18 degrees 34 minutes 20 seconds West 228.00 feet; (3) North 26 degrees 41 minutes 20 seconds West 277.04 feet to the land of the Long Island Railroad; 1 �tdiY LIIER 9718 PACE 506 Running thence along the southerly side of the last said lands the following five (5) courses and distances: (1) North 44 degrees 43 minutes 50 seconds East 46.36 feet; (2) South 33 degrees 11 minutes East 9 feet; (3) North 44 degrees 43 minutes 50 seconds East 138 feet; (4) North 21 degrees 56 minutes 20 seconds West 10.87 feet; (5) North 44 degrees 43 minutes 50 seconds East 316.89 feet to the land now or formerly of Wilson; Running thence along the westerly side of the last said land South 24 degrees 4 minutes 20 seconds East 711.70 feet to the beginning point. SUBJECT to covenants, restrictions, easements, G reservations, and agreements of record. �L. S (ss Ear T J r3q�G o r you oou= oil c Y7c�C l�i w . N T��O 7 � b c v(c�ortpep S,fir./f9+i<�..1� hcKc..iitZ'1 BEING AND INTENDED TO E the same premises conveyed to they grantor herein by deed dated November 1, 1982, recorded November 5, 1982 at Liber 9266 page 199. The premises herein conveyed are conveyed subject to the following restrictive covenant which shall run with the land: Premises herein conveyed shall not be used for a period of 50 years from the date of this deed as a retail shopping center containing retail stores or mercantile establishments, nor shall the premises be used for such period for the retail sale of any goods or merchandise, on or off premises food or beverage serving facilities or recreational uses including but not limited to use as a theatre, restaurant, bar, nightclub, bowling alley or indoor skating rink. Wholesale sales of goods or merchandise shall be limited to 5,000 sq. feet and shall be to the trade. Nothing in this restrictive covenant shall, however, prohibit other uses of the premises, including but not limited to banks, financial institutions and professional offices including without limitation attorneys, accountants, insurance brokers, stock brokers, real estate, medical and similar professions; and one interior cafeteria, one recreational facility and food and drink vending machines for the exclusive use of occupants, employees ang guests without exterior advertisement. Notwithstanding anything to the contrary herein, the premises may be used for any purpose or use now or in the future permitted to North Fork Bancorporation or any of its subsidiaries or related companies or successors under the Bank Holding Company Act or comparable legislation. LIBER 9718 PAGE 5G TOGETHER with all right, title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever, except as aforesaid. i AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply ithe same first to the payment of the cost of the improvement before using any part of the total of the same for i any other purpose. The word"party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: 1 I ALAN A. DINALE II I I I $TAT€OF NEW YORK,COUNTY OF SUFFOLK SS: STATE OF NEW YORK,COUNTY OF SS: On the th day of December 19 84before me On the day of 19 before me npersonally came personally came Alan A. Cardinale to me known to be the individual described in and who to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that executed the foregoing instrument, and acknowledged that he executed the same. executed the same. J ZAGUEL J PASSIN NOTARY PUSIIC state of New York No 30:4522220 b�J( Ouallfied in Nassau COurny Commission Esoves March 30.t9— STATE OF NEW YORK,COUNTY OF SS: STATE OF NEW YORK,COUNTY OF SS: On the day of 19 before me On the day of 19 before me personally came personally came to me k,-Iown, who,being by me duly sworn, did depose and the subscribing witness to the foregoing instrument, with say that he resides at No. whom I am personally acquainted, who, being by me duly sworn, did depose and say that he resides at No. that he is the of that he knows the corporation described in and which executed the foregoing instrument; that he to be the individual knows the seal of said corporation; that the seat affixed described in and who executed the foregoing instrument; to said instrument is such corporate seal; that it was so that he, said subscribing witness, was present and saw affixed by order of the board of directors of said corpora- execute the same; and that he, said witness, tion, and that he.signed h name thereto by like order. at the same time subscribed h name as witness thereto. Wargain anb *air Derd WITH COVENANT AGAINST GRANTOR'S ACTS SECTION TITLE NO. - L� /— -7 �� 5 BLOCK LOT ALAN A. CARDIINALE COUNTY OR TGWN TO Recorded at Request of NORTH FORK BANCORPORATION, INC. CHICAGO TITLE INSURANCE COMPANY STANDARD FORM OF NEW YORK BOARD DF TITLE ONDErwai Ets Return by Mail to Dislribueed by Wickham, Wickham b Bressler CHICACNO TITLE INSTLTRAMCE COMPANY Main Road BOX (�Z� Mattituck, NY Zip No.11952 U W 0 z -L)S s 0 U O l 1'1S 0 �y9e�ta ZI _N W Full Environmental Assessment Form Part I -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part Iis accurate and complete. A.�roject and Applicant/Sponsor Information Name of Action or Project: 9025 Main Road,LLC Project Location(describe,and attach a general location map): 9025 Main Road,Mattituck, New York 11952 Brief Description of Proposed Action(include purpose or need): The subject property(SCTM 1000-122-6-22.1 &28)is located on the North side of Main Road(CR-25),in Mattituck,New York.The site is 11.97 acres in area and is currently improved with a 60,000 sq.ft.office building on lot 22.1.Lot 28 is currently vacant.This project proposes an adaptive reuse of the exisitng bilding into a new 81-room hotel with amenities that include a 225-seat restaurant,300-seat catering hall,and related hotel amenties. Name of Applicant/Sponsor: Telephone: 631-298-8494 9025 Main Road,LLC E-Mail: alanir@cardinalemanapement.com Address: 10095 Main Road,Unit 4 City/PO: Mattituck State: New York Zip Code: 11952 Project Contact(if not same as sponsor;give name and title/role): Telephone: 914-729-1025 D'Wayne Prieto E-Mail: dp@wardcm.com Address: 81 Main Street City/PO: State: Zip Code: Dobbs Ferry New York 10522 Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO: State: Zip Code: Page 1 of 13 B.Government Approvals B.IGovernment Approvals,Funding,or SponsorsbR5. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Counsel,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ®Yes❑No Village Planning Board Site Plan Review Planning Board or Commission c.City,Town or ®Yes❑No Zoning Board of Appeals Special Use Permit Village Zoning Board of Appeals d.Other local agencies ❑Yes®No e.County agencies ®Yes❑No Suffolk County Department of Health Services f.Regional agencies ❑Yes®No g.State agencies ®Yes❑No NYSDEC&NYSDOT h.Federal agencies ❑Yes®No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ®Yes❑No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ®Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Plannine and zonme actions Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2. o to an use ans a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ®Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): NYS Heritage Areas:Ll North Shore Heritage Area c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zonin a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? General Business(B) b. Is the use permitted or allowed by a special or conditional use permit? OYes❑No c.Is a zoning change requested as part of the proposed action? ❑YesONo If Yes, i. What is the proposed new zoning for the site? CA.lExisting community services a.In what school district is the project site located? Mattituck-Cutchque b.What police or other public protection forces serve the project site? Southhold Town Police Department c.Which fire protection and emergency medical services serve the project site? Mattituck Fire Department d.What parks serve the project site? Peconic Bay Park Bay Avenue park Laurel Lake Preserve D.Project Details D.1.�roposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Hotel, Catering, Restaurants, and water park b.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 11 RR acres c.Is the proposed action an expansion of an existing project or use? ❑YesONo L If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes ONo If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. Is a cluster/conservation layout proposed? ❑Yes ONo iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? ❑YesONo i. If No,anticipated period of construction: 1 r, months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 3 ii. Dimensions(in feet)of largest proposed structure: 35 height; Pas width; and 360 length iii. Approximate extent of building space to be heated or cooled: 1 nn 79a square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑Ground water❑Surface water streams❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. JProject perations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑YesRJNo (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? LjYeshdNo If yes,describe. v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑YesR]No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment EYes❑No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Wetland MT-18 Class 3 2.7 Acres Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: Portions of existing wetland will be mitigated as a result of parking and drainage impacting wetland on site. iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes®No If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes®No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: The wetland being removed will be mitigated by expanding the wetland to the south. c.Will the proposed action use,or create a new demand for water? ®Yes EJVo If Yes: i. Total anticipated water usage/demand per day: 27,802 gallons/day H. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: Suffolk Countv Water Authoritv(Distribution Area 30) • Does the existing public water supply have capacity to serve the proposal? ®Yes[--]No • Is the project site in the existing district? ®Yes[:]No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ❑Yes®No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes®No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 27.802 gallons/day ii.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary Wastewater,Restaurants,Spa,Pool/Waterpark, iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑YesENo • Is the project site in the existing district? ❑Yes®No • Is expansion of the district needed? ❑Yes®No Page 5 of 13 • Do existing sewer lines serve the project site? ❑YesONo • Will a line extension within an existing district be necessary to serve the project? ❑YesONo If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes ONo If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): The construction of a new private 30,000 GPD Wastewater Treatment Plant will be built for the proposed actions vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or QG acres(impervious surface) Square feet or ii wa acres(parcel size) ii. Describe types of new point sources. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? Stormwater will be direct to on-site drywells for storage and infiltration. • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑YesONo iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? OYes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑YesONo combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes ONo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑YesONo ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(IIFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑YesoNo landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesoNo quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial JaYes❑No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): 0 Morning 0 Evening OWeekend ❑Randomly between hours of to _ ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): Trucks for deliveries will be on site to Restaurant,Water park&Hotel. iii. Parking spaces: Existing 287 Proposed 576 Net increase/decrease +9na iv.Does the proposed action include any shared use parking? ❑Yes❑✓No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: Modifications of access to a state owned roadway along the frontage of the site will be designed and submitted to NYSDOT for approval. vi. Are public/private transportation service(s)or facilities available within'/2 mile of the proposed site? ❑YesO No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑YesoNo or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing OYes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑YesONo for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑YesONo 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7 Ann-a PM • Monday-Friday: Q ARA-A PRA • Saturday: • Saturday: o Ann-A PKA • Sunday: • Sunday: • Holidays: • Holidays: Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, O Yes[]No operation,or both? If yes: L Provide details including sources,time of day and duration: DURING CONSTRUCTION ONLY:EXCAVATORS,TRUCKS,PAVING MACHINE,COMPACTION EQUIPMENT FROM 7 AM TO 4 PM, MON-FRI ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes❑No Describe: n.Will the proposed action have outdoor lighting? OYes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Town of Southhold compliant fully shielded lighting fixtures directed downward. ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes ONo Describe: o.Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ii. Volume(s) per unit time (e.g.,month,year) iii. Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ONo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): H. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ONo r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes ONo of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation: tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes O No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): H. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑YesONo waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii.Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑YesONo If Yes:provide name and location of facility: If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial O Commercial O Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ® Other(specify): Vacant/Wetland ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Proiect Completion (Acres+/-) • Roads,buildings,and other paved or impervious 5.87 6.84 +0.97 surfaces • Forested 0 0 0 • Meadows,grasslands or brushlands(non- 3.93 0 -3.93 agricultural,including abandoned agricultural) • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features 0 0 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0.42 0.42 0 • Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe:Landscaping 1.60 4.56 +2.96 Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? ❑YesE]No i. If Yes: explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑Yes® No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes®No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes®No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is'the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes®No • Explain: E.2. INatural Resources On or Near a.What is the average depth to bedrock on the project site? >1oo feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: A 01 d % Rm R % d.What is the average depth to the water table on the project site? Average: 1A feet e.Drainage status of project site soils:® Well Drained: on 9 %of site ® Moderately Well Drained: 1 9 %of site ® Poorly Drained R S %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: inn %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ®Yes❑No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ®Yes❑No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ®Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Fo,10 1 W.tcro Approximate Size 9 7 • Wetland No.(if regulated by DEC) RAT_i n v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes®No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes®No j.Is the project site in the 100-year Floodplain? ❑Yes®No k.Is the project site in the 500-year Floodplain? ❑Yes ONo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ®Yes❑No If Yes: i.Name of aquifer: Sole Source Aquifer Names:Nassau-Suffolk SSA Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: n.Does the project site contain a designated significant natural community? ❑Yes®No If Yes: i. Describe the habitat/community(composition,function,and basis for designation): ii. Source(s)of description or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes®No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of Yes®No special concern? If Yes: i. Species and listinn: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Prowect SRO a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes®No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No i. If Yes:acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature H. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ®Yes❑No If Yes: i. CEA name: S(1PA ('antral Siiffnik Pina Rarranc ii. Basis for designation: Prntar•.t nrnnnHwatar Ranafit to human haalth R nrntar,.t drinkinn wntar iii. Designating agency and date: Ananmrl nnn Ielnnri Raninnni Pinnninn Ananmr.giiffnik(:minty nnta•R-iQ-QR rlata•g-in_RR Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii.Name: iii. Brief description of attributes on which listing is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: i. Identify resource: ii. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. erification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Date Signature Title PRINT FORM Page 13 of 13 EAF Mapper Summary Report Wednesday, September 14, 2022 1:26 PM Disclaimer: The EAF Mapper is a screening tool intended to assist 122.-2-24.4 \1�2 -;Aj� project sponsors and reviewing agencies in preparing an environmental 22.-6-1 2 assessment form(EAF).Not all questions asked in the EAF are 122 .1 122 -6-1T\ answered by the EAF Mapper.Additional information on any EAF 121.-5-4.5 \ 122 4181-22 -1 2 question can be obtained by consulting the EAF Workbooks. Although ti the EAF Mapper provides the most up-to-date digital data available to 12\2•'6-1 4 DEC,you may also need to contact local or other data sources in order 12 2 6\1 j/ to obtain data not provided by the Mapper Digital data is not a 1 6 23 122 6 22 1 substitute for agency determinations. 12 -6-24 f r Q' Ottarta �Ylontreal 122.-2-25 1 _ 5 r• SOU 122.4-9.1 122.-6-28 _ 2.-6-26 Toronto j 122.-6-27 122 -7 Ajbam G _Detroit poEton ^ Providence „122.-6-29.4 ( 122.-7-8.9 121.-5-5.1 122.-6-35.10,, �/ 122.-7-6:6 i New k 122. 6 29.3 \122.-7-6 n r 4Pttttburgh SS !!� tt�, Philadelphia jamtin;USGS,Irrtenitap�P1CR fYP?Rl�C r�Esri lapartdv1E71,Esri (Hong Konj;Esti M1EtIT 'DJ Can, Esn Japan At Ell,Es Clilna I,Hony I on e;Es it Koran;Esri I11�8i1aii�t<f _;t�f i�nStre2t111 3•cot libtr�4r,�gd. GIS User Comm Linty f(gn@i),enStreetKlap contnl)%UAVOPu GIS User Comm Lint, B.i.i [Coastal or Waterfront Area] Yes B.i.ii [Local Waterfront Revitalization Area] Yes C.2.b. [Special Planning District] Yes- Digital mapping data are not available for all Special Planning Districts. Refer to EAF Workbook. C.2.b. [Special Planning District- Name] NYS Heritage Areas:Ll North Shore Heritage Area E.1.h [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.i.h.iii [Within 2,000'of DEC Remediation No Site] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] Yes E.2.h.ii [Surface Water Features] Yes E.2.h.iii [Surface Water Features] Yes- Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. E.2.h.iv[Surface Water Features-Wetlands Federal Waters Name] E.2.h.v[Impaired Water Bodies] No E.2.i. [Floodway] No E.2.j. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] Yes Full Environmental Assessment Form - EAF Mapper Summary Report , E.2.1. [Aquifer Names] Sole Source Aquifer Names:Nassau-Suffolk SSA -E2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] No E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d[Critical Environmental Area] Yes E.3.d [Critical Environmental Area- Name] SGPA, Central Suffolk Pine Barrens E.3.d.ii [Critical Environmental Area- Protect groundwater, Benefit to human health&protect drinking water Reason] E.3.d.ili [Critical Environmental Area— Date Agency:Long Island Regional Planning, Agency:Suffolk County, Date:3-19-93, and Agency] Date:2-10-88 E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. E.3.f. [Archeological Sites] No E.3.1. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2