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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 Project Architect: GREGORY SHARP ARCHITECTPC 145 PALISADE STREET, SUITE 211 ain oa a i uc DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPM ENT.COM X A Project Developed By:— D-WAYNE PRIETO 3: FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS. IO TABLE OF CONTENTS > LK AVE r, z NEW SUFFO T-001 TITLE PAGE S-001 SURVEY VA z Ma a�"' atoo a > > S-001 .2 500' SURROUNDINGS 0 Pond T-002 ZONING T-003 FEMA FLOOD MAP T-004 EXISTING CONDITIONS SOUNDAVE 4 A-001 PROPOSED SITE PLAN + LANDSCAPING Ma ituck Pr wner: I A-002 PARKING + CIRCULATION PLAN Air,ort A-003 FIRE TRUCK ROUTE PLACE PLAN MATTITUCK HOTEL DEVELOPMENT, LLC 100 arrotooka A-004 SECOND FLOOR ON SITE PLAN 9025 MAIN ROAD < 714 Point "%� .. ............................ MATTITUCK, NEW YORK 11952 TIN A-005 PROPOSED FIRST FLOOR PLAN A-006 PROPOSED SECOND FLOOR PLAN A-007 PROPOSED ROOF PLAN A-008 PROPOSED ELEVATIONS & SECTION 5 A-009 RENDERINGS A-01 0 LIGHTING PLAN Laur La e AL A-01 1 SOUNDMOISE DIAGRAM -C 1 .0- GRADING AND DRAINAGE PLAN C 1 .1 DETAILS - SEWER AND WATER PROJECT C 1 .2 DETAILS - SEWER AND WATER STRUCTURAL ENGINEER LT.aSl LOCATION C 1 .3 DETAILS - DRAINAGE 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 C 1 .8 ---DETAILS - PLANTING NOTES SYMBOL LEGEND See Detail Door Number aww Wall Type Elevation 0.0" Elevation Target Section Cut A# Revision Window Number North Arrow: JR, n�" N 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 CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM Jill CASE DEVELOPMENT. "'Y-0 770 DRAWING INFORMATION ISSUED FOR REVIEW 5/30/2024 '10/1 "g "MM' i�k "A A 81 -Key Luxury Resort and related amenities located in Mattituck developed by: D-Wayne Prieto '14 Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: W ""I'l V" THE MATTITUCK RESORT 13 9025 Main Road, Mattituck NY 11952 RECEIVED JUN 0,6 2024 TITLE PAGE ou o own Planning Board SEAL AND SIGNATUREm DATE: 05/30/2024 ?t kf-f) AqC,' PROJECT No: MATTITUCK 2024 S( C A S 0 DRAWING BY: GS/AS CHK BY: DWG No: T- 001 000 r tt t t U 9025 M R d M tt t k NY 11952 CADO No: BSCAN: C A S E ok 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: vt 0 7t TL i^ SUBJECT PREMISES a` SCTfiA No. 1000 122-06-22 GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY j SCTM No. 1000-122-06-28 Q�a Pp a OFFICE 914 478 4170 CELL 917 597 1982 �r INFO@CASEDEVELOPMENT.COM 0 KEY MAP J SCALE 1 t,=boa' A Project Developed By: 40 0 40 80 120 D-WAYNE PRIETO „ _ , \ FOUNDER + CEO, VIVO HAUS Scale 1 44 ...--, - ...., SITE PLAN FOR ., ,/ VIVO INVESTMENT PARTNERS, LP \, ,,,•�- •..,,,� / \ / 9025 MAIN ROAD, LLC HTTPS://VIVOHAUS.10 SITUATE / \ i MATTITUCK / I TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-06-22.1 1000-122--06-28 SCALE 1"=4fl' 41' 4?.� SEPTEMBER 25, 2018 ,r AUGUST 14, 2020 SITE PLAN FEBRUARY 14, 2021 REVISE JUNE 23, 2021 UPDATE SURVEY Project Owner: LOT AREA DATA d0 `� S.C. TAX No. 325,273 sq. ft. MATTITUCK HOTEL DEVELOPMENT, LLC 1000-122-06-22.1 7.467 oc. / )• S.C. TAX No, 189,960 sq. ft. 9025 MAIN ROAD 1000-122-06-25 4.361 on. % TOTAL 515,233 .q. ft. MATTITUCK, NEW YORK 11952 % 11.825 oa 6 41 toJam'%vim �, • p, G'J o 0 t�• �o���v Noy Q WER_N : 9025 MAIN ROAD LLC 10095 MAIN ROAb. UNIT 4 MATTITUCK, NEW YORK 11952 �k 0 STRUCTURAL ENGINEER it / 6 � o° PROJECT INEER ENGINEER zJ ` o .{4 NOTES I p o¢ " °" • �L� Q ytvO /�Gj'� r�.,n7�u,�alai � o. •- ,s»!fi i` ` � `�,V f�'} � O�� � Jp R• < •z, z�.'`d3:4 9� � rj- / 51 SYMBOL LEGEND « .. °' N ` 15 Door Number / ,• �. 1 A8 See Detail ' ."o. ��. � 1 � Wall Type ;a "� ,a',_: -,>, °... v> °`" .'° 4 A8 Elevation �..- y Z' ® 0.0 Elevation Target V. I , Section Cut Revision 4, A,,• y,, z�.o Window Number �, h�, .=-:, N, r ,'' � � •ry,0 � `""/� .-�'' E�W J "��'$".ir `t ,�'+q• '� ce � n Gj� 1� �r 7 5 � g K �: ,�Gi� '° North Arrow: jL FtAa ,.R: i r ! d, I �V/YW,•.{Slit N r. G `�w.,•+ ,• o`+w , , , ar f •; nAa troy m ` , r `k 0 ]OIBL / t Vr ' /' '' x!. /E ... ' 'a t'► ,� .,,•iK'f ::, z AA _—j N 34 4Sa ♦ �' , ' /'` ,', FIu nAa s r' t f x go ''dtF / �g�%Q ` DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR � � " '�°Q`�G INDICATED HEREBY ARE THE PROPERTY OF CASE 87'25 E 118.79'A DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE NrOir €.% :` -- " - ,• ` OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY 9026 xAiN RGAn tic _ €,,, , S 18.34'20" . `, t / / ANY PARTIES OTHER THAN THOSE AUTHORIZED BY 10095 JWV ROAD UNIT t ••ti ,.z�: 43.96 IfA7x1TUC14 Nr 1195Y `\ _ , _ -..- CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM •h / m t / S,C. TAX N0. 11000-122-06-28 �. xM 20* 159,06' N^8r25'00" w _-- F� /' CASE DEVELOPMENT. kp - S 87'40' \\ - 52.10 0% x �{ • f r XX BOBS 5� DRAWING INFORMATION ^•-��X`t ._ pg �� / ISSUED FOR REVIEW 5/30/2024 MAC u _ ✓. 5 .e Y.Z' "e 5 (�Y +/• M40 F04 cn cN�" — nu YOO JiL � AL AL ' AL AL 71 AL nAm nA e 5 ' �� •� / A 81 -Key Luxury Resort and related J � AL amenities located in Mattituck, J,,r. � developed by: � i D-Wayne Prieto 010" ayi/% Founder + CEO, VIVO Haus ,r / '' VIVO Investment Partners, LP f PROJECT: �' / THE MATTITUCK RESORT '� 9025 Main Road, '-000� SURVEY I Mattituck, NY 11952 10000, S - 00100 N.Y.S. LL=c• No. 54467 SURVEY -... ._.. _ ....�- A<IS tr��A ID TM SURVEY SECTION 72M OF THE NEW YORK STATE Nathan Taft Corwin III RECEIVED McAm"LAW. COMS Or,HS SURVEY W NOT KAMW Land Surveyor THE UM SURVEYORS OWED SEAL OR EMOOS5ED SM WT 81 CONS OM J U N O.f 2024 -. TO Of A VAUD TRUE COPY. - - - - . CERnFKARaNs INDICATED HEREON SHALL RUN Sucomar To:Stan J.lee "n,Jr. E..S. . ONLY TO THE PERSON FOR S"W THE SURVEY A. kupegno LS. 6 PREPARED.AND ON HIS®EIiN-F TO THE05/30/2024 M E COMPANY,G(7rERNIAENTx AGENCY AND rite surveys—SubdfVWms — S;TE Pkwm — Cmw1ructim Layout out o Town IDARNC s15TREITICi1 USTED HEREON.AND Y, ,„,«SEAL AND , DATE: TD THE AssicNEEs OF THE U0072 e1M- PHONE (531)727-•2090 Fox(631)727-1727 Planning Board TUn0N.CIEW"FrATKM ARE NOT 1RNiSFEWAI.E. A0 LOWED THE VaSTENCE Or RIGHT OF WAYS GLOWEDAT AWLMfADDRESSPROJECT NO: MATTITUCK 2024 AND/OR EASEMENTS OF RECORD. Ir ISM W.Road P•O•BOX 1$ ANY.NOT S"O"ARE NOT GUARANTEED. Jameat+at,New Yak 11947 Jamaayrert.New York 11947 � GAS t7 . DRAWING BY: GS/AS CHK BY: DWG No: �-+�� SA l7 °l S - 001000 CADO No: 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 Project Architect: 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: T Vie"w, Downtoisido, C Dz,scoV`E1Kft0' IS DATA e onnect D-WAYNE PRIETO Help Contact Us News About Status (https-.,//� gis,.ny.gov� /`g.ateway"/""`�orthoprogram/` l*nde,.X,.cfm) web Services (http. FOUNDER + CEO, VIVO HAUS ...... VIVO INVESTMENT PARTNERS, LP H T T P S: V I V 0 H A U S. 10 A, .................. li�l� Project Owner: MATTITUCK HOTEL DEVELOPMENT, LLC Ni 'T r 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 "Al A Ml, LZ"'. A a S CTURAL ENGINEER g TRU V 7 PROJECT ENGINEER J! g _4 g g NOTES nhd A A -0, SYMBOLLEGEND See Detail Door Number Wall Type Elevation K, 0.0" Elevation Target ..... Section Cut Revision V, & g Window Number �P- V North Arrow: k41, u X & ��,S n 10 DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 4"�"I"';_�!0I 6', Alm 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 H Pill CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. DRAWING INFORMATION ISSUED FOR REVIEW 5/30/2024 A ��3M V10,7 �ZP R, �,4 A 81 -Key Luxury Resort and relatE To - 4" iN-: W rF "A amenities located in Mattituck, On,, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 5 00 ' Surrounding 'a'N' Around Site PIdA SCALE : n s RECEIVED 500' SURROUNDINGS JUN 0,6 2024 — Sout o Town SEAL AND SIGNATURE: DATE: 05/30/2024 planning Board ?&[) Aq PROJECT No: MATTITUCK 2024 CAS DRAWING BY: GS/AS 51 CHK BY: -A DWG No: S - 001002 s' ' CADO No: BSCAN: TZoning C A S E DEVELOPMENT Case Development Inc Zoning Schedule As Per Town Of Southold ZONING SCHEDULE -13- GENERAL BUSINESS 280 ATTACHMENT 4:1 ROOM TABLE 145 PALISADE STREET, SUITE 211 Chapter 280 Attachment 4:1 DOBBS FERRY, NY 10522 Design Criteria- ITEM QUIRED /ALLOWED PROPOSED LOCATION FLOOR 1 FLOOR 2 TOTALS wwwcasedevelcipment.com Exist - Land, no previous improvements. MINIMUM REQUIREMENT BUILDING A 5RIVIS 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 Project Architect: Exist - Site Coverage Elements 0 square ft.) LOT WIDTH 150 FT. 465 FT. BUILDING C N/A 64 RMS 64 RMS SCTN 1000-122-06-22.1 LOT DEPTH 150 FT. 693 FT. TOTAL 5RIVIS 76 RMS 81 RMS SCTN 1000-122-06-28 LANDSCAPE AREA 35% 412,623 FT, (80%) TOTAL ROOMS 81 Zone - B- General Business* SETBACKS Lot Size - 515,233 SOFT FRONT Variable* FT. 34, RESTAURANT 225 SEATS- GOLF SWINGS AREA WET AREA/SURF CLUB LOT COVERAGE 30% SOFT. (5,624 S.F.) KIDS SPLASH GREGORY SHARP ARCHITECT,PC Lot Requirements B-General Bussines REAR 35 FT. 35' CATERING HALL 300 SEATS (9,417 S.F.) 145 PALISADE STREET, SUITE 211 Minimum Required Yards SIDES 25 FT. 25 I-Oil DOBBS FERRY Front Variable' Main Road BOTH SIDES 50 FT. OFFICE 914 478 4170 CELL 917 597 1982 Side 25' PARKING SPACES 1 311 378 INFO@CASEDEVELOPMENT.COM Rear 35' MAXIMUM REQUIREMENT DIMENSIONS �] Zoning Sq . Ft. Diagram A Project Developed By:_ Pervious Lot Area= 116,580 SO.FT. (35.8%) LOT COVERAGE 30% 102,610 sqft. (20%) -WAYNE PRIETO Impervious Lot Area= 208,696 SQ.FT. (64.2%) D Building Coverage = 102,610 SOFT. BUILDING HEIGHT 35 FT. 34, FOUNDER + CEO, VIVO HAUS Heated Space 116,555 SQ.FT. NUMBER OF STORIES 2 2 VIVO INVESTMENT PARTNERS, LP Basement - ZONING SCHEDULE -13- 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. I EMPLOYEE AREA/ ALLOWED SERVICE AREA MOTEL, HOTEL OR CONFERENCE CENTER GUEST UNIT (5,119 S.F.) UNDER GUEST UNIT WITHOUT UTILITIES 6,000 PROPOSED 81 KEYS SERVICE AREA UNDER (4,953 S.F.) Project Owner: GUEST UNIT WITH COMUNITY WATER 6,000 PROPOSED 81 KEYS MATTITUCK HOTEL DEVELOPMENT, LLC GUEST UNIT WITH COMUNITY WATER AND SEWER 4,000 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 SITE STATISTICS DESCRIPTION UNIT PROPOSED QTY EXISTING QTY WELLNESS CENTER/ AREAS CATERING HALL ENTRY HALL SPA AREA EAST PARCEL SF 325,273 325,273 (12,916 S.F.) (2,10 7 S.F.) (6,556 S.F.) BUILDING COVERAGE SF 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 WWTP BLDG SF 240 PAVEMENTS SF 75,097 - LANDSCAPE SF 114,647 189,984 WETLANDS SF 18,426 18,377 OTHERLANDSCAPE SF 96,221 171,607 TOTAL SF 515,257 515,257 TOTAL WETLAND SF 18,426 18,377 EASEMENTS SF 11,621 1 - NOTES BUILDABLE LAND ISF 1 485,210 1 496,880 Door Number See Detail Wall Type Elevation li� 0.0" Elevation Target Section Cut A# Revision UPPER LEVEL 2ND FL. Window Number HOTEL ROOM - INCLUDE F PORCHES - TERRACES (36,087 S.F.) North Arrow: 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 TOTAL SQFT. CHART CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. LOBBY/OFFICES HOTEL1ST FL. (3,624 S.F.) DRAWING INFORMATION LOWER + UPPER LEVEL HOTEL (43,534 S.F.) 1ST FL. -2ND FL. ISSUED FOR REVIEW 5/30/2024 RESTAURANT + BAR (3,781 S.F.) L WEIR LEVEL 2ND FL. HOTEL ROOM - INCLUDE ENTRY HALL (2,1107 S.F.) PORCHES - TERRACES SERVICE AREA (12,509 S.F.) (5,472 S.F.) CATERING HALL (12,916 S.F.) yA W �b7 WELLNESS CENTER AREA (6,556 S.F.) WET AREA/SURF CLUB (9,417 S.F.) GOLF SWINGS (5,624 S.F.) TOTAL SQFT. HOTEL A 81 -Key Luxury Resort and related (100,068 S.F.) amenities located in Mattituck, [� Zoning Map developed by: D-Wayne Prieto SCALE: NS Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: "a, A ? THE MATTITUCK RESORT A zA 9025 Main Road, W Mattituck NY 11952 �qgk 4 N 5- tivam""'P�,,MR,, 'o -1-7rIF I e A a ZONING 05/30/2024 SEAL AND SIGNATURE: DATE: 61 lu"I"I"', PROJECT No: MATTITUCK 2024 7d e�jv tj z; N GS/AS DRAWING BY: )0 CHK BY: DWG No: TOM 355 HOBSON DRIVE 9255 MAIN ROAD 9249 MAIN ROAD Zoning Diagram - Front Elevation RECEIVED T- 002000 Fli FJUN 016 2024 �ADO No: --S-o-ut-h-old Town Planning Board 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 Project Architect: L er e Legend FEMA GREGORY SHARP ARCHITECT,PC 72032'51"W 40059' 13"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 145 PALISADE STREET, SUITE 211 OBBS ERRY OFFICE 914 478 4170 CELL 917 597 1982 IWithout Base Flood Elevation (BFE) I NFO@CASEDEVELOPM ENT.COM IZone A,, V� A99 IA Project Developed By: With BFE or Depth Zone AE, AO, AH,, VE, AR -WAYNE PRIETO D SPECIAL FLOOD FOUNDER + CEO, VIVO HAUS Regulatory Floodway HAZARD AREAS VIVO INVESTMENT PARTNERS, LP IIIH TTPS: V I V 0 H A US. I 0 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage ....... 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 Area with Reduced Flood Risk due to Levee. See Notes. Zone X IOTHER AREAS OF Area with Flood Risk due to LeveeZone D FLOOD HAZARD NO SCREEN Area of Minimal Flood Hazard Zone X . ......... IEffective LOMRs STRUCTURAL ENGINEER ......... lIIOTHER AREAS Area of Undetermined Flood Hazard Zone D PROJECT ENGINEER Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall 20,,2 Cross Sections with 1% Annual Chance B NOTES 17w5 Water Surface Elevation 'WNW I8 Coastal Transect MmINIM IBase Flood Elevation Line (BFE) OMER,. SYMBOLLEGEND Limit of Study IDoor Number See Detail Jurisdiction Boundary Wall Type Elevation 0.0" Elevation Target Coastal Transect Baseline Section Cut �8 A# Revision IPro file Baseline IWindow Number IFEATURES Hydrographic Feature North Arrow: Digital Data Available N No Digital Data Available DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR ............ ............ ............... INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE RAAP PANELS IvIll OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY Unmapped 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 by the user and does not represent ISSUED FOR REVIEW 5/30/2024 an authoritative property locationN 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 A 81 -Key Luxury Resort and related accuracv standards amenities located in Mattituck, developed by: The flood hazard information is derived directly from the D-Wayne Prieto For Founder + CEO, VIVO Haus authoritative NFHL web services provided by FEMA. This map IVIVO Investment Partners, LP was exported on 1412/2021 at 10:40 AM and does not -ces or amendments subsequent to this - ate and reflect chan, U PROJECT: iTHE MATTITUCK RESORT time. The NFHL and effective information may change or 9025 Main Road, become superseded by new data over time. Mattituck NY 1 1 952 IThis map ima--ce is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, IIFEMA FLOOD MAP *end, scale bar, map creation date, community identifiers, leg IIIFIRM panel number, and FIRM effective date. Map images for 72032'14"W 40058'46"N SFAL AN IGNATURE: DATE: 05/30/2024 F e e t 1 : 6 , 000 unmapped and unmodernized areas cannot be used for ?kf-D A,q PROJECT No: MATTITUCK 2024 regulatory purposes. DRAWING BY: GS/AS' 0 250 500 17000 1 , 500 2 7 0 000"', 141 CHK BY: DWG No: ge, ber '020 Basemap- 111IzGS National Map: Orthoima rvw Data refreshe0c'L RECEIVED JUN 0 6 2024 T- 003nOO 'qA F Nat onal Flood Ha ard La y FIRM tte -9_o_u t—h_o Fd T 6v 4—n CADO No: Planning Board BSCAN: C A S E Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 �4 www.casedevelopment.com .001 A Office 914 478 4170 Cell 917 597 1982 2f Project Architect: ,4,i J, �4 ---------- GREGORY SHARP ARCHITECT,PC 3, ----------- 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 'from IN FO@CASEDEVE LOPM ENT.COM V A Project Developed By: 11 n D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS. IO Front of the Property- Aerial View Access To Property From The Street View of Street & Walkway Project Owner: MATTITUCK HOTEL DEVELOPMENT, LLC 7f MATTITUCK, NEW YORK 11952 wKI t, IN STRUCTURAL ENGINEER wou jl- AV 4 Mar, PROJECT ENGINEER r NOTES 02 Back of the Property- Aerial View 1 View of Hudson Road View of the Front Neighboors SYMBOLLEGEND See Detail Door Number Wall Type Elevation 0.0" Elevation Target 00, -- j Section Cut 0113" �8 Revision POP, Window Number North Arrow: DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE Parking & Front View of the Building Side View Rear View OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY 21 CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. DRAWING INFORMATION ISSUED FOR REVIEW 5/30/2024 T At, M W 1,4 jj Side View of the Property View of Neighboors M -Key Luxury Resort and related A 81 amenities located in Mattituck, developed by: Rear Parking View Railroad View View of Front Parking D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP I PROJECT: THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 IM11 EXISTING CONDITIONS SEAL AND NATURP DATE: 05/30/2024 D A PROJECT No: MATTITUCK 2024 0 CAS�� DRAWING BY: GS/AS' ,0 �- kA,/ RECEIVED -A CHK BY: _0 DWG No: rJUN 0,6 2024 Southo—IdTown Planning Board----. A T- 004000 CADO No: BSCAN: 61 CAS E DEVELOPMENT Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedeveIopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: j j GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 o DOBBS FERRY O OFFICE 914 478 4170 CELL 917 597 1982 p %� INFO@CASEDEVELOPMENT.COM s I , A Project Developed By: r v v o t4 z o ��� D-WAYNE PRIETO I FOUNDER + CEO, VIVO HAUS 0 0 VIVO INVESTMENT PARTNERS, LP VAN, HTTPS://VIVOHAUS. 10 £A MIN. S ° I REQUIRED °- ° SETBACK O \\ rn X a Io, 0 O Ix o O o o • x x Project Owner: o yMATTITUCK HOTEL DEVELOPMENT, LLC rn - 9025 MAIN ROAD c( X O )° I o 0 o o x —�� W. b�� I MATTITUCK, NEW YORK 11952 J , a I Rt 3 X �W O X O I \a ^ , rn cR ^ ° MIN. X x o REQUIRED rn x O I , SETBACK a \ , O O X C cC Cl ° STRUCTURAL ENGINEER rn 0 y Ul Ell O ° x X X X C_ 00 ccn �\�j °y � I`tom ° c- ° ° �m rn PROJECT ENGINEER til w ?`\ l \O o O O o-tJ� rn rn t a� � m TEN I ti PILKII f / " NOTES y 5 ; Ci 08 01 ^ o r. t c> O TENNIS FACILIT BUILDING Z. MIN. BUILDING A REQUIRED �c SETBACK / VA SY M NDn a " OEGE OHOTELO M y ' a 2 STORY %° o y� �r b / 1 MOM O N `�o / See Detail 15 Door Number \, s BUILDING �� I A8 1 STORY ° �� ��. y �— Wall Type O ° ° i 3 CO*z 0) a �' �" / A8 Elevation BUILDING / 0.0„ Elevation Target � O � - 0 Section Cut dMM80 C>o 1 , ^I A8 Revision . ^ , . , M ,> w r" a Number �tf t , , .x. .... fi.. ,. .,-,. ,,- .„ ,,.., :... _. ✓ :: ,.H fit...,, a ',, y; s x.i>: u} , R r. T L,, ;. ,� 9x. a � a , z Aid r ., r.. rc .. a r< ,x c,,. y � ,; _ . �.x ,_. .. ,..- .. to . �w r f North Arrow: ^{ , , r MIN .. .:. . . . O � '#` ` , REQUIRED- „s, S.. i. SETBACK s.l.. .,,,:- <_.. .., c.. .,.,. v �., .. ,. ,.'", ✓.£rn .,,, as.. a .:. V• ,9a , .... , .......... cn � r ;vea .r Te t y rf� nv I E, O , r y,. c .. <. : 3. i., Ste' ✓/:,.. _.,?'-: }. / 1 �y lam \ ,. ..2, ... ., 1�.� o. v.: ....... �/F L ..„,/.. .,.- .......fin•....". ., !.,. r,., .. ...:: /.. ..,.., ., I IPlanting ca- Details t . t... . ,.. ..... , ,,,\.... ,. . .,,.. .. ......... x , . ,. ." .... - ,...,. ..,r uE.� .�.,« , o DRAWINGS O �� ��,� � � � .,, x. \,\ 2 _ AND SPCECIFICATIONS REPRESENTED AND OR I� Scale: NTS INDICATED HEREBY ARE THE PROPERTY OF CASE p SOLAR PANELS S\ O b `7 �+ DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE �� OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY BUILDING B v / r� 36 r- e�pi ANY PARTIES OTHER THAN THOSE AUTHORIZED BY 1 STORY I r P,Mx CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BUILDING O i%" A-a,rd rail CASE DEVELOPMENT. 9 ° /J o free hlantinq betail DRAWING INFORMATION c m / m ° o / \, Oo s t I a a \\ ISSUED FOR REVIEW 5/30/2024 \n ,, \l, \,\ \, / (no C19 ° O ill (Z:) V � nns Ews�l q-ree k�a �Imlt of �eda Male, V S UAf C)r�nG�' r See plan—� POOL AREA `\ v Tor-o ar„rd ball Snow or Wlre fence � 0-3 / Around E xis�ino O -roe free Maf1-1 inq Petal) Srotectlon . o REQUIRED �T5 n--_� A 81 -Key Luxury Resort and related O O \ TRAIN RAILROAD SETBACK ^ ar f ale amenities located in Mattituck, PLANT SCHEDULE AS PER 280-95 C. d by: lotlot ---- -- - --- develop e / PROPERTY LOCATION: 9025 MAIN ROAD, MATTITUCK N.Y. BLOCK:6 LOT:22.1 D-Wayne Prieto o (D) Founder + CEO, VIVO Haus ABB. BOTANICAL NAME COMMON NAME SIZE QUAN. ° ° - ---- -- -- --TREES VIVO Investment Partners, LP _ --- — EX EXISTING TREE TO REMAIN _ c \n CF CORNUS FLORIDA FLOWERING DOGWOOD 7-8' H_T. _ 21 PROJECT: AR ACER RUBRUM RED MAPLE 7-8' HT 24 FG FARGUS GRANDIFOLIA AMERICAN BEECH 50-100' HT. 3 THE MATTITUCK s — TUCK RESORT NS NYSSA SYLVATICA BLACK TUPELO 66-82' HT. 1 SO o MIN. QA QUERCUS ALBA WHITE OAK_ 80-100' HT. 1 9025 Main Road a REQUIRED BF BENTHAMIDIA FLORIDA FLOWERING BIG-BRACTED WOOD 10-20' HT. 11 SETBACK AC AMELANCHIER CANADENSIS SERVICEBERRY, SHAD 10-20' HT. 8 Mattituck, NY 11952 RE RHAPIS EXCELSA _ _ LADY PALM _ _ _6-15' HT. 15 a PD PHOENIX DACTYLIFERA DATE PALM 50-80' HT. 2 SITEPLAN + LANDSCAPING PLAN WP _ TRACHYCARPUS FORTUNEI WINDMILL PALM 39-66' HT _ 4PERENNIAL _ RECEIVED -- — — -- ---- AF ATHYRIUM FILIX-FEMINA LADY FERN 2-5' HT. 0 SCALE: 1/32��=1 -0�� SS SCHIZACHRYUM SCOPARIUM LITTLE BLUESTEM 2-4' HT. 5 UN 0 6 2024 SHRUBS - - -- ----- SITE PLAN + LANDSCAPING - _ Southold,-- CA CLETHRA AL NIFOLIA SWEET PEPPERBUSH 4-5' HT. 14 own M MP MYRICA PENSYLVANICA NORTHERN BAYBERRY 9' HT. 40 Planning Board 0 5' 20' 50, IG ILEX GLABRA INKBERRY 3-3.5' HT_ 9 PRI LS _ LIGUSTRUM SPP. VET _ 8' HT_ 86 DATE: 05/30/2024 TO THUJA OCCIDENTALIS __ AMER_ICAN_ARBORVITAE 6' H_T. 34 GRASS — ° PROJECT No: MATTITUCK 2024 PV PANICUM VIRGATUM SWITCHGRASS 4-6' HT. 0 CASE " DRAWING BY: GS/AS PT PENNISETUM WHITE FOUNTAIN GRASS 3-8' HT. 7 12O 1,- Cl BY: —.--- CP CYMBOPOGON LEMON GRASS 6' HT. 10 ' KG KENTUCKY BLUE GRASS 3" HT. DWG No: NOTES: ----._ --- - r ,. - `. . 1. ALL PLANTS TO BE HEALTHY, FULL AND OF A FORM TYPICAL OF THE SPECIES ON PLANTING, ANDA- 001 WARRANTED IN THE SAME CONDITION FOR 2 FULL GROWING SEASONS. 000 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: 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: EGRESS GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 o DOBBS FERRY p OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM ONA rn yo A Project Developed By: D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP µ �Ab HTTPS://VIVOHAUS. 10 + o ACCESS ONLY azo ° ° µ O µ • CIO Project Owner: y'C"',�z MATTITUCK HOTEL DEVELOPMENT, LLC x 9025 MAIN ROAD _ y z MATTITUCK, NEW YORK 11952 Y O I � �"j/�''a,0 � I' - t2��'jQzt O � I ' O r i a I � -11 253 REGULAR SPACES �• n -1I 8 HANDICAP SPACES V I- STRUCTURAL U RAL C U=1 ENGINEER G ER pr '- y Ib�, -II c =1 CIO W h Y \+ �m �tp '.M�u ,y PROJECT ENGINEER lipT_ T T , ^ , ^ .l03 AIN0 _ s ,- ❑ m T NOTES N TENNIS/ DELIVERY TRUCK 0 ROUTE I O � — o R / a ,r µ y SECTION D X O ^ ^ TENNIS FACILIT ^ " ' " ' ' 51 REGULAR SPACES ® Z BUILDINGSun , � Q ® O ®a C.0 0 0 p I SYMBOL LEGEND 0 0 0 0 LJ e �� yxO 0 0 LOBBY �ss �m O O O _ I yz � x u \ 1 See Detail n i� SS9Z �b�o N � 15 Door Number -- --- 3 Wall I Type ®O V ® o YP ®o Elevation „ 04 5ssz ► 0.0 Elevation Target CATERING HALL / CAP rr-300sE— • o ss9z 00 ` 1 ' ^ - � Section Cut Revision � © °® � ^ " ^ , : : • " * ^ w , ._, - , , . ^.°, ec ion ECTION C r _ A8 L ❑ SPA �O] 58 REGULAR SPACES 0 AREA 11 Window Number ' * ' i I µ ECTION Eo o,� 2 LOADING SPACE 2s , , North Arrow- . 3 ^ 6e5 bwd , IVH aolnaas d0D aOD � ❑ 1.-'"" `�� u ^ ^ R DE IV RY 'Gp FFEE dOD 'Co TRUCKS /� �p EMPLOYEE'S ® KITCHEN AREA 25 a y y AREA MN i ❑ 0 cl w t2� kw^" 9 FLOW RIDER ` TOWEL/SERVICE o aO BB$0 _ _ _ _ _ _ _ _ _ _ — _ _ �� DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR o -{— b ,� 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 00 c ANY PARTIES OTHER THAN THOSE AUTHORIZED BY SURF CLUB @ CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM ` �� `^^' 0 COD COD GOLF SWING SUITS ° 06 ® ca CASE DEVELOPMENT. OFF-STREET PARKING AREAS AS PER 280-78 (A) KIDSAREA SPLASH ®� �®®� Y Q , ® ® 0 mC17% 1 SPACE FOR EACH GUEST ROOM AND 1 FOR EACH EMPLOYEE DRAWING INFORMATION HOTEL OR � AND TRANSIENT MOTEL, RESORT A OR 1 SPACE PER GUEST ROOM, WHICHEVER IS GREATER, PLUS m oao oao g�O� Oo ACCESSORY USE PARKING AS REQUIRED. �J RESTAURANT, EXCEPT 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SQUARE FEET OR ISSUED FOR REVIEW 5/30/2024 ® µ ®® ❑ SECTION B DRIVE-IN FLOOR SPACE, WHICHEVER IS GREATER. ®® � 21 REGULAR SPACES DRINKING 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SQUARE FEET OR 711 ESTABLISHMENT FLOOR SPACE, WHICHEVER IS GREATER. o _ . u OFF-STREET LOADING AREAS AS PER 280-79 a EACH REQUIRED LOADING BERTH SHALL BE AT LEAST 15 FEET B. SIZE OF SPACES WIDE, 14 FEET HIGH AND 45 FEET LONG AND IN NO EVENT POOL AREA SMALLER THAN REQUIRED TO ACCOMMODATE VEHICLES NORMALLY CD USING SUCH BERTHS D �®Q . --- ——-- — ❑ REQUIRED OFF- STREET PARKING CALCULATIONS TOWN CODE AS PER 280-78 (A) A 81 -Key Luxury Resort and related 0 amenities located in Mattituck, ®� --- -- - developed by: ®® DESCRIPTION CRITERIA* NO. SEATS OR UNITS AREA (S.F.) CALC. SPACES REQ. SPACES D-Wayne Prieto TRAIN RAILR AD -- RESTAURANT 1 SPACE PER 3 SEATS 275 92 Founder + CEO, VIVO Haus OR 1 SPACE PER 100 SF 9,405 94 94 VIVO Investment Partners, LP CATERING HALL 1 SPACE PER 3 SEATS 300 100 OR 1 SPACE PER 100 SF 12,916 129 129 - - THE MATTITUCK RESORT HOTEL 1 SPACE PER GUEST ROOM 84 84 84 1 SPACE PER EMPLOYEE 50 50 50 9025 Main Road, INDOOR RECREATION 1 SPACE PER 300SF FLOOR AREA 9,417 31 31 Mattituck, NY 11952 PARKING + SIGNAGE PLAN TOTAL SPACES REQUIRED 388 1 - , „ - - -- PARKING + CIRCULATION SCALE: 1/32 =1 -0 IM PROPOSED_ PARKING COUNT PER SECTION PLAN IN r✓ •�. 253 REGULAR SPACES SECTION A - 8 HANDICAP SPACES RECE 0 5IVED 20 50 - SECTION B 21 REGULAR SPACES SECTION C _ _ 58 REGULAR SPACES JUN 0 6 2024 DATE: 05/30/2024 SECTION D (EMPLOYEES PAKING) ___ 51 REGULAR SPACES Sout o Town 'E SECTION E (LOADING PARKING) __ 2 LOADING SPACES PROJECT No: MATTITUCK 2024 ___—____—_ Planning Board TOTAL 393 SPACES OAS '. " DRAWING BY: GS/AS CHK BY: ' DWG No: A- 002000 CADO No: BSCAN: CAS E • C� 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 EGRESS / �' DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM 1 10 o A Project Developed By: II o II D-WAYNE PRIETO 0 o FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS LP O Io HTTPS://VIVOHAUS. 10 0 . " �z -LA O ACCESS f- \ \ 0 11 � 1 I Project Owner: o ° ° I I MATTITUCK HOTEL DEVELOPMENT, LLC � � I 9025 MAIN ROAD I o • I I MATTITUCK, NEW YORK 11952 • I y�� IO I I 1 ... I f I x 1 I O 1 �� STRUCTURAL ENGINEER a , _ •I • , ^ , .I PROJECT ENGINEER 00 ym aa�� 5� r o I I I rn -i ~C p j _16 ° I I a T T r7 ° I I o COO) NOTES I I ° o c 1� D �7 O— — �eM3nl�a 1 D TENNIS/ Truck \ \ \ rj a — -►- - - - -� - - � \ N R V SYMBOL LEGEND \ I x O TENNIS FACILIT � /® ® ® I O BUILDING O Z 01 �7 1 Coa � � o ° qg See Detail 15 Door Number otlo ® ® Ll o®o ° oa® I �wb �' ° co 0 0® m y j ~~ a 3 Wa I T e 0 0 I I s59z r zo x Od 0 1 YP � o � ° A8 Elevation 0 0IqF I I LOBBY I DLo n� o o 0.0" Elevation Target 0 0 I + I I r-'i �x � I b — �ssgz y\ � � �' 1 Section Cut 00 I Z� N A8 Revision Qua ss9Z I b '� N Z 3 ®o p p I ® x I ���' o ; ' 11 Window Number e 559Z CATERING HALL CAPACITY-300 SEATS �Oo ss9-z I I )I VM 3A Ib0 �7 \ North Arrow: a , ^ SPA 0L� �, AREA d I 7r IC11 I w 0 i abe,s � . — —�— — ODD COD IIVH 30IA83S QED - -T 0 0 I I ° ° ., -"""� : * DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR k { 10 R FFEE I 1 I INDICATED HEREBY ARE THE PROPERTY OF CASE EMPLOYEE'S ® KITCHENAREA •- 0 Q0D I yC�ii �a ---- - .;, .4, a DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE AREA , I y x o x .` OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY RLONI.RIDER TOW EL/SERVICE • ____ 10 0 0 0 I ' I o x�� ° ',,, \-`��, .,.:" ' ANY PARTIES OTHER THAN THOSE AUTHORIZED BY .:- CONTRACT, WITH PRIOR WRITTEN AUTHORIZATION FROM o B 0BSB - - \ \ - - — — — — — — — — — — CASE DEVELOPMENT. • ° ° • / �� � � DRAWING INFORMATION SURF CLUB00 COD GOLF SWING SUITS ° Bo , ° ISSUED FOR REVIEW 5/30/2024 KIDS SPA LASH ARE ® O Q O O G) 175- ® ' V c m O0� ® o O o D Fri oao oao �� 0606 ° • z � 0 T, 096 p O v tiCJ' / Q A 81 -Ke Luxury Resort and related POOL AREA ®v CD y y amenities located in Mattituck, o% ° m Q� developed by: y° D-Wayne ne Prieto — o Founder + CEO, VIVO Haus CO) VIVO Investment Partners, LP 10P ° O TRAIN RAILR AD PROJECT: O o ° THE MATTITUCK RESORT 9025 Main n Ro ad oad, Mattituck, NY 11952 0 SYMBOLOGY o � CIRCULATION FIRE TRUCK ROUTE FIRE TRUCK ROUTE PLAN 1 FIRE TRUCK ROUTE PLAN HANDICAP PARKING SCALE: 1/32"=1 '-0" SFAL NATURER DATE: 05/30/2024 I'Ifrx�� � e PROJECT No: MATTITUCK 2024 s " DRAWING BY: GS/AS 0 5' 20' 50' DECEIVED CFiK BY: JUN 0 G 2024 C.7 DWG No: f Southold—Town -1 Planning Board A- 003n00 CADO No: S T BSCAN: O 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: ij GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM �o A Project Developed By: N 3m 2 D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS. 10 0 o Yj o O ° o • O • Project Owner: • aI �CY,A MATTITUCK HOTEL DEVELOPMENT, LLC o cl�N 9025 MAIN ROAD ° o�o MATTITUCK, NEW YORK 11952 O Ut _II ' Al STRUCTURAL ENGINEER r 00 �EQ o ° DM , b �7 O $ PROJECT ENGINEER TO 0 00 • O O O � O °o � a0 � o� " A_%, a • UO -O " kVM3AI8O � 0 ° ° • ° m TENNIS/ _ _. , "tea .,,,,..-~ NOTE S O O ° D OX o TENNIS FACILIT �? O BUILDING O ssssz jsssz Z " " , r O O O a ® W� ti� W TT rm (00 j559Z m 9z � , �o� o o :I P �= ° SYMBOL LEGEND 6S96Z S96Z O r -- — isssf sssz r'n Z�\ qg See Detail 5 Door Number SBfif S E O O ®®0 (0o b� N --- a vaav oNixv 3a sssz m isssz -.�7 y YP , , , jS96Z S �� aooalno _ ��� � . ._ a " , , " • � " \ � ' , 0--- Wall Type ssz S59Z CA Elevation 0.0„ Elevation Target SB6f s E I ! AVM3AINO O °° , w " , • � __ � ° � � A8 Section Cut A-t rM Revision 77 _ Q'e e7a 13se BDe �e e7e D41 e4� 0 ` ° SE6f41 Window Number " N N LL LL m m N N LL <r North rth Arrow: " ^'°t S96Z V o k isaof [� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 586E 0 >� EPFI EPEFOE EPEIF-H ER911E EFH e°e ° o �`� DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR �� ° vb INDICATED HEREBY ARE THE PROPERTY OF CASE dS96Z S �' 0, DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY ANY PARTIES T O HER THAN THOSE AUTHORIZED BY CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM dS96Z S L O ° c D CASE DEVELOPMENT. 0 0 DRAWING INFORMATION ° jS86f e jS E u m ° O M � ISSUED FOR REVIEW 5/30/2024 00 ® 00 O o � ° ° O a O ° �o POOL AREA ° Oo A 81 -Key Luxury Resort and related ° O ° ° TRAIN RAILROAD amenities located in Mattituck O ® ° 0 developed by: ®®� o ° ® o y -Wa ne Prieto O D O o Founder + CEO, VIVO Haus VIVO Investment Partners, LP o ° ° 000 ° 00 ° PROJECT: o THE MATTITUCK RESORT ° 9025 Main Road, Mattituck, NY 11952 2ND FLOOR ON SITE PLAN RECEIVED SCALE: 1/32"=1 '-0" OUN U 6 2024 I 2ND FLOOR ON SITE PLAN Southo d Town Planning Board 0 5' 20' 50' SEAL AND SIGNATHRE: DATE: 05/30/2024 ' PROJECT No: MATTITUCK 2024 CAS ° " ++�" DRAWING BY: GS/AS F11 CHK BY: .. T DWG No: A- 004000 �e CADO No: P 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: lc�ccx 'qA GREGORY SHARP ARCHITECT,PC 0 0 0 0 0 �> 145 PALISADE STREET, SUITE 211 0 0 1 " 0 DOBBS FERRY , 7 0 OFFICE 914 478 4170 CELL 917 597 1982 0 - INFO@CASEDEVELOPMENT.COM ° O » c _ ° 00 C0 A Project Developed By: ❑ O D-WAYNE PRIETO O O FOUNDER + CEO, VIVO HAUS O VIVO INVESTMENT PARTNERS, LP 5t,;( ( 0 ° _ ) ° HTTPS://VIVOHAUS. lO AR/CHECK IN ) O _ ', KIDS PLASH ( _ ° O O ° ° A EA CN ffiffi O _ _0 00 ° GOLF SWING SUITS II COD COD ° 00 SURF CLUB ° = - Project Owner: 0 - o o MATTITUCK HOTEL DEVELOPMENT, LLC 0 ❑ 9025 MAIN ROAD =1 24'-10" MATTITUCK, NEW YORK 11952 II 1 I 00 o 0 100 O - - - - -- - - - - - - - - - - - - - - - — — -- - - - - - - - - - -- - - - F Y`c. 1) 00 00 FREZEEa 1 » 6M1pUERE 8^NQUE(iE O� � _ - In FLOW RIDER CN t 65 3 � ® _I TOWEL/ SERVICE = d3a ddtld J3a ddad in Q 0 1 » �- 1 I E — O O 1 » 7 » I r 01 _ _ EMPLOYEE'S STRUCTURAL ENGINEER o - KITCHEN ARE cs H M E A AREA 1 ' COD O R F ACI Y— 25 S '— n I I � � I o 0 - 1- n r » r n CD a d3ad as d3ad PROJECT ENGINEER ELE OR 171-9%6" 9 `+ c I V--= COD OD SERVICE HALL _ _ 1 I1 » 1 - _ - - I 1 1 - Stage = » NOTES H ❑ H - ' " — v = — 1 O OLA C"i cc 11 —I 1 Spa Room cc CN _I - STEAM O = t I 23'-1 I " SPA O SYMBOL LEGEND o =_ =1 00� AREA EL TOR I 00 0 Hot tub 1 ❑ Spa Room =1 Ag See Detail 5 Door Number _ ❑ O — — 1 CD 3�— Wall Type 1_ " Spa Room A8 Elevation 1 LJ =I 0 n [E� _ �❑ � 0.0" Elevation Target �� "v Revision CD A8 Section Cut _1 ,- » /� 265SF CO [19 Window Number CATERING HALL = Sauna Sauna ;d 777 (\/' 10 3a V CAPACITY= 300 SEATS LC North Arrow: = 265SF O Dressing Room = S a Room 10 )0P a = a 00 '_ » U 1 » 1 n = ❑ 7 265SF DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR d_ Dressin —Rogrn spa Room O® INDICATED HEREBY ARE THE PROPERTY OF CASE = DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE '; d3a 1 1 1 " OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY r = 265SF '- » ANY PARTIES OTHER THAN THOSE AUTHORIZED BY ' �� CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 0 00 CASE DEVELOPMENT. I ® o LOBBY - - - � L - - - - _ 7- DRAWING INFORMATION i _ _ = Reception 265SF 1 coat/Misc. 1 _ 00 00 ISSUED FOR REVIEW 5/30/2024 00 r » - '— " ;< 3aL,7UJ 0 O t1 = 00 UYoga Room » Q 128 1 „ I IN" 1 » ° OFFICE OFFICE 001 I001 ° A 81 -Key Luxury Resort and related '- amenities located in Mattituck, O ° 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 101551 RECEIVED �JUN 062024 PROPOSED FIRST FLOOR 1ST FLOOR PLAN BUILDING B CATERING, SERVICES, GOLF SWINGS, 47,661 - _ 1 PLAN SCALE: WET AREA , HALLWAYS, RESTROMS Southold Town TOTAL 58,212 Planning Board SEAL AND GNATURE: DATE: 05/30/2024 0 5' 20' 50' PROJECT No: MATTITUCK 2024 C' S `.+ DRAWING BY: GS/AS CHK BY: DWG No: A- 005m010- CADO No: BSCAN: CASEDEVELOPMENT 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 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPM ENT.COM 66'-6» fi A Project Developed By: FOUNDER + CEO, VIVO HAUS —_ � VIVO INVESTMENT PARTNERS, LP 308SF 08S11 _ HTTPS://VIVOHAUS. 10 0 7 7 0 P] 0 296SF 296SF I = O �, o CO ® o I O -- CO 308SF 308SF Pro�ect Owner: 0 F ITI7 MATTITUCK HOTEL DEVELOPMENT, LLC I 296SF L:296-cSF 9025 MAIN ROAD II O MATTITUCK, NEW YORK 11952 C� o I F281—A611 308SF n ELL El_�H n E ❑� LIE ELIE EEL� HLE �O EIHHOE E ❑� E0 LIE L11-1H ��UE EOE El�]F] L10H EEE� �O = 7 0 n ' r n , n ' , » , » ' , „ , » ' , n , » ' , , » ' , n f » ' r n r » ' r n , » ' ,_ n ,_ » ' r— n ,_ » ' ,_ n ,_ » ' ,_ » ' Laundry/ Service 296SF O C O O4 O O Nl�o O O O O O O O O O O O O O O O O O 00 00 _ o0 00 00 C F_ h IF/- `N F C00 D C00 _ o0 0 00 00 0o ISO STRUCTURAL ENGINEER 71, Ll El 1-:1 L]�F _ _ - H I 308SF _— —I � �3a 0 .. r. 7 L7 = - H ' . � -- � 296SF U_ Iw wI ,� I � � I ,� I � � I ,� ►� Ip I ,� I � pI ,� I ,� U_ I � � I U_ ,� U_ I � I ,� Iw U_ � I � � I ,� oR = O PROJECT ENGINEER � U � N N M D � C�J 0 Q N I'Z �C-1 N N p� N Q N 0 D El N IQ N N _ Q O = N `� N T_ N V c- N T_ N L3 CJ r- N N N N N N `- N IV 1 �. 0 d � d LI �I = f n = _ _ Ll - - 1 308S F -___-- I 11 - 11-1 0 H00 - - NOTES ('� CD CDrE) 296SF O O ' ' „ V M �0 n � 00 Q �0 O7 OO 67 OO C0 00 � OD 13Ell M CO ��p 'T'1 TI �1 TI TI �l 1'1 �'1 T1 TI -1l 1l -rl TI 1H �l �l a r n r_ n r— n ,— n ,— n r_ » ,— » ,— n IPA" ,— n ,— » r_ n r— n f_ rr r— n ,— n r— n r— n n ,_ r_ n 12 11 __-- _ O C� LL =I - - — I -- _ =I GYM N° `n N o � -- 308SF SYMBOL LEGEND on 0 0 0 0 0 0 0 0 p 0 D O O D 0 0 - 7 0 n Eye oa [T� 71H HIE F17E H'-1H ❑� ❑� O ❑� EEE ❑� ❑� E❑H JIH ET� El 1 Door Number 0 I EA8 See Detail 11 296SF , » 1 Wall Type _ - _ El A8 Elevation „ 0.0 Elevation Target Section Cut E fflOtOtOE 0 - Revision E A#_ ❑ _I I Window Number q 17 Cl Ln 308SF 308SF rl�0 3a _ n a 0 North Arrow: 265SF 265SF ' 0 as 3a 01 1 OUTDOOR ADULT C.0 296SF 296SF I 0 AREA - '—' °265SF 265SF0+ ° ❑ Ocn 0 O ® O , DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR \}\\\\\\ 308SF 308SF INDICATED HEREBY ARE THE PROPERTY OF CASE L O DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE a Q OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY HOE 265SF 265SF ' ANY PARTIES OTHER THAN THOSE AUTHORIZED BY daa 0 296SF 296SF CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 10171777: - Y" {� -' � CASE DEVELOPMENT. 265SF 265SF + 4 i O CD , DRAWING INFORMATION El 0 p D ILI � = ISSUED FOR REVIEW 5/30/2024 11�1 Ll O M M -I 265SF 265SF ' 0 d3a r— 1 11 aaa 111Lf ©a n r n r n 011 0 — — � 265SF 265SF z co 60'-0%n 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 RECEIVED 6 2024 - PROPOSED SECOND FLOOR JUN 0 SECOND FLOOR PLAN Southold Town PLAN 1 _ Planning Board SCALE: 3/32"=1 '-0" DATE: 05/30/2024 PROJECT No: MATTITUCK 2024 0 5' 20' 50' DRAWING BY: GS/AS CHK BY: DWG No: A- 006n00 CADO No: BSCAN: CAS ?" 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: GREGORY SHARP ARCHITECT,PC 150'-A" 981-2" 145 PALISADE STREET, SUITE 211 DOBBS 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. lO 6)_6 hNIA"I Ln Project Owner: H", "r ............ KV p "p MATTITUCK HOTEL DEVELOPMENT, LLC fflHi A, 9025 MAIN ROAD r4 r") MATTITUCK, NEW YORK 11952 M, 211 5� 297'-3�" CD "N T, 'N a T, 0 ,T 'dtAf R W 4 N, 1k I�111W W 25'-10" STRUCTURAL ENGINEER A IRR11111� "M -30E�� 44-a"I! hppi _42 RIO "n, F,777 PROJECT ENGINEER I'M _'a A ism,1 F'R SOLAR PANELS- 00 W,014 "j F& SEE A-XXX FOR ME ;q E0,11! 4 ""M 'vp NOTES A A :wp- 7, 77 77MW "I'MR,MR, WPM -5 LW wil ......... ........ �A, SYMBOLLEGEND 'q gog 'E MN ,�p -4Y� EAH 2t, g;, Ow ��F 0 A S 'q �z% P '0 As 3, V A A, .................................... See Detail W N-1,11M Ask CID Door Number 1,nw, La h Wall Type V8 Elevation 01' U� 0 0 0 �e 0.0" Elevation Target � 'o ...... Section Cut A8 A# Revision �---------- OE 0 DA Window Number J\ ��40` la m v N North Arrow: OUTDOOR ADULT TIM 11,1_11,11-1111tNI, % 'A_ 0 AREA 0 0 EO DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE q C.0 OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY 00 cc 3 ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 0 7T CASE DEVELOPMENT. 2'' 1115 t7l, r, DRAWING INFORMATION CD CD Q L=_J I LQ ISSUED FOR REVIEW 5/30/2024 -W 1 - , 4"\ 0 0 0 )L o 0 0 60'-Ok 73'-ly4" 281-01) 66'-6" 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 REC-EIVED PROPOSED ROOF JUN 01G 2024 ROOF PLAN —s6dt1fioTcf'T6_WF— PLAN SCALE: 3/32"=1 '-0" Planning Board SEAL AND SIGNATURE: DATE: 05/30/2024 FM No I 'RED A,<�C, PROJECT No: MATTITUCK 2024 CAS 0 5' 20' 50 S& 0 DRAWING BY: GS/AS CHK BY: j DWG No: A- 007000 F91 C CADO No: 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 Project Architect: *'k A ��b�114�1�kk *h �Z_ -5 AQW, 4, 11411#k"4% �Vvl 170 W M-� GREGORY SHARP ARCHITECT,PC 41 1,W_ TOP OF ROOF NAVD+32-10" DOBBS �RRY OFFICE 914 478 4170 CELL 917 597 1982 V -&�alavA Oil INFO@CASEDEVELOPM ENT.COM HOTEL ROOMS LEVEL NAVD+18'-0" 2ND FLOOR NAVD+13'-7" A Project Developed By: L I U W,J.1-1-1-1. UU.-UI-Lu i U U Li - D-WAYNE PRIETO 9, "-,ma FOUNDER + CEO, VIVO HAUS 1 ST FLOO RWP04 _7 NAVD +0'-0" % N� H TTPS: V I VOH A US. 10 7, 7 0 ggg -4- -p Ell 5 _14 omm"ll—, W, "'n Mn, Proposed Front Elevation SCALE: 1/16'1=11-011 Project Owner: MATTITUCK HOTEL DEVELOPMENT, LLC 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 TOP OF ROOF - - - - --- NAVD +32'-10" J" w .......... AA L ,L t'6'� W, HOTEL ROOMS LEVE W5 NAVD+18'-0" ",�77][ 2ND FLOOR NAVD+13'-7" -11 L__j1 L_ --------J1 L 4 45", IST FLOOR NAVD+0'-0" A mi 0,4 P, V,� STRUCTURAL ENGINEER E HIM IN Proposed Rear Elevation 2 SCALE: 1/16 If=1 1-0 11 PROJECT ENGINEER A�k rv, M 4 o Q TUr" 21, g NOTES At A NV 'A' TOP OF ROOF 5 IM "I'd - � -X� - TOP OF ROOF A _4............ .......... NAVD+32'-1 0" NAVD +32'-10" M, ............................ ............................ A Hotel Rooms ft v1f, d .......... ........... 71'1`05-;, F FF 'N' HOTEL ROOMS LEVEL X�v 011 A 311-1 "'u, A", n F1 I I W 111P P 77 F I M7r7 NO HOTEL ROOMS L '2/1 K77, NAVD +18'-0" NAVD+1 Al 2ND FLOOR 2ND FLOOR NAVD +13'-7" Lj NAVD+13'-7" SYMBOLLEGEND A- 1ST FLOOR W�11 I J 1 11" 1 - , i 11111H See Detail Door Number NAVD +0'-0" an, 1 ST FLOOR a yp e 3'� Elevation L4 w 0.0" Elevation Target g Section Cut ��8 Revision Proposed Side (West) Elevation Proposed Side (West) Elevation [:ffd Window Number 3 SCALE: 1/16 11=1 1-011 L3 SCALE: 1/16 11=11-011 — North Arrow: 1 611,NX,I V, L 01_� g DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 1iz� INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE 7,,40, AN%0�4 OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY F N ANY PARTIES OTHER THAN THOSE AUTHORIZED BY V_ 10 CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM TOP OF ROOF NAVD+32'-10' F DRAWING INFORMATION L 7T HOTEL ROOMS LEVEL U U:lq-LJIELJ-u Li NAVD+18'-0. "K, .............. 2ND FLOOR NAVD+13'-7' V_z "44W, N, ft 1ST FLOOR MR. A NAVE)+0'-0" 6 '1.15 05 N Proposed Side ( East) Elevation SCALE: 1/16 11=1 1-0 11 A 81 -Key Luxury Resort and related amenities located in Mattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP TOP OF ROOF PROJECT: NAVD +32'-10" -cc Hotel Rooms THE MATTITUCK RESORT 9025 Main Road, HOTEL ROOMS LEVEL WWRIN 0002-9wam 77", NAVO +18'-0" Mattituck, NY 11952 2ND FLOO Sports Bar/Coffee Cathering Hall Service Hall NAVD +13'-7" Storage 1ST FLOOR 14 n" NAVD +0'-0" PROPOSED ELEVATIONS -op 0 gs , f WE __4 A, IM & SECTION g RECEIVED g' ' 'A Jo'l JUN 0 6 20 4 Proposed Section 1 L-s—ouffi,52'Town SEAL AND IGNATURE: DATE: 05/30/2024 Planning Board 5 SCALE: 1/16"=1 1-011 ?�E_D) Aj� PROJECT No: MATTITUCK 2024 CAS& L DRAWING BY: GS/AS CHK BY: -,A DWG No: A- 008000 'A U ,IT CADO No: 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 Project Architect: 311, GREGORY SHARP ARCHITECTPC 145 PALISADE STREET, SUITE 211 DOBBS FERRY .......... ....... OFFICE 914 478 4170 CELL 917 597 1982 I NFO@CASEDE VELOPM ENT.COM R 4RQ1 A Project Developed By: D-WAYNE PRIETO kn,," S FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS: /V I VOH AUS. 10 Z Project Owner: MATTITUCK HOTEL DEVELOPMENT, LLC 0111, m l, 77" r 9025 MAIN ROAD MATTITUCK, NEW YORK 11952 'W " Vivo Spa + Cathering Hall Facade STRUCTURAL ENGINEER J M_-5, PROJECT ENGINEER Mattituck Resort- Aerial View .... ....... A&: t NOTES SYMBOLLEGEND See Detail CID Door Number Wa I I Typ e Elevation 0.0" Elevation Target Section Cut A# Revision Window Number North Arrow: "'A N 0 ft 4`iR Pool Area View 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 CASE DEVELOPMENT. DRAWING INFORMATION qn4 T wr ISSUED FOR REVIEW 5/30/2024 6� 7 ........... ......... ex §1211 �T '1001 0 -Key Luxury Resort and related 00 A 81 Me amenities located in Mattituck, 4', 4 so W Ira developed by: -Wayne Prieto ji D Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: FBI; THE MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 104" "Pi Ho tel - Main Entrace -1.1" MIR"M RENDERINGS REC-EIVED West Facade View 2-024] L�j UU NN 06 SEAL AND NATUREO DATE: 05/30/2024 S 0 i�hold Town Al Q PROJECT No: MATTITUCK 2024 Planning Board CA '4y, DRAWING BY: GS/AS .6 CHK BY: DWG No: A- 009000 CADO No: T BSCAN: CASEDEVELOPMENT O 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: j � GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY i\ \ OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM / O O o A Project Developed By:— )0 - 0 1° O \ / D-WAYNE PRIETO ---- FOUNDER + CEO, VIVO HAUS m / VIVO INVESTMENT PARTNERS, LP O / r y �m HTTPS://VIVOHAUS. 10 0 Ea m \I 1\ I t�N � I / - / 0` / ' / \ M ° / 1 Project Owner: 1r \ / \ \\ 1\\ %I 1 MATTITUCK HOTEL DEVELOPMENT, LLC ° )o ° \o / \ \ ° / 1 M 9025 MAIN ROAD a MOM I \ I MATTITUCK, NEW YORK 11952 �CAD 0 MOM 0 MOM / \ ° m I \ r m \1 // / ° \ I ° I �n 1 1 N I 1 m ° / 17 1 \ D \ \ ° / \ a \\ o ' m ' \\ // — ; \, J M � STRUCTURAL ENGINEER " I T / ° o r- 1 \ / \ / \\ / \ // yca -� °1 ' I ° ° \ // ° \\ // ° y�o ° ' \ / PROJECT ENGINEER m�o a I m DNI n ° //� \\ // \\ J / rri �u 42 1 \\ r>0 z6 \ / r- X \ / \ / / \ ! coC �a0 1-1 20 / cm \�_J t I / yr _ > -n E D _ 1 / Q 20 I / / � mD o ° °"tJJ ° 1 ° 0 o—UJ r o ( y ,C7 Cn ,„.✓ o 1 __ _ _- NOTES 7 c m — �_ D o 1 j 1 r I 1 r 1 ` r j 1 r $ ° A03AIwl O TENNIS/ 00 / ^r N RE A 0 0 0 o R, I X O TENNIS FACILIT o / \ 1 - ° ; `°\ r °\ 0 1 } ;1" w SYMBOL LEGEND z s / I � I BUILDING ` / o / Z ( 7- 0 , 9 0 0 41 I c M Q BUILDING A See Detail 15 Door Number u a , ® m m \ _ ao oaa \ yxo O 1 // / ❑3 — Wall Type ,® \ I � 0 1' I 1 I w 0 o HOTEL -� vm n� o _ _ I / \ _ — A8 Elevation \ xo \ b \ 1, \\ / / 0.0" Elevation Target _ 011 Y*, 2 STORY-0 TOZ?' O NN. \\\ \r \ cn ®® 0 I ice/ ( �/ BUILDING �b�� N // i \ / \� " "'\° --'' I m > A8 Section Cut / r / Revision 1 Q o / � I y a \ k I \ - ADULT AREA \ D m� _ / 11 �� y I / I m m I �° � * o 11 Window Number ° / 1 bM3AI2id m / x F> rs i F yGri I r v 3 Y I I / I / N 0 r 0 hA w: t rr m � 'm 0 0 r y -a; :n. 4... e.. .. 1.... :..... / ,«« , „ .° .a Fez. , < \ \ / w Y,.HOTEL- e C) E' , s 3 , e' , O / C^ �E IE '4i s i v r O F- — k S 1 � Y � 7 t I , DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 1 b / \ 1 0, � � , - INDICATED HEREBY ARE T m ..k :v F, HE PROPERTY OF CASE r ,u g y , I yc ,i I . x DEVELOPMENT, AND ARE NOT TO BE USED EITHER IN WHOLE F ....E D OR IN PART FOR ANY OTHER P,...., ., �:., ER PROJECTS OR PURPOSES, , OSES BY rl � E 11 ,....... :. c..,. «f � ,.,. ,:. ,. . - ... .. .. Ste: :.: .. ... ...... ...... :. .__ ..... ,. ,, s .,..., ,,.. ANY PAR 1 ... ...... ... . .... . .. ...� � „ ,.r,,,,,. . ,. .. ,,> ... . .... ,. ,.,. .-,_.. , . .. ... ..... ,., ,._.__ � . y� ," � , TIES OTHER THAN THOSE AUTHORIZED BY 01� ° ° ° \ p `-- CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM O CASE DEVELOPMENT. - _ m 0 y _ XA D A V ® \ I V N o O a z BUILDING B zo? �� ��, _J �� a . ° STORY ,� _� DRAWING INFORMATION , . BUILDING `o m 1 m ( ISSUED FOR REVIEW 5/30/2024 °\ cn a ° o ( /° --- D m o / o \ cn / \ a \ (�� 1 \\ CD O ° / r —\ 1 \ Z O / / or /0 0 � \ r . I \ y I / r \ IOcii ® v'^ / 4 °11 i 1 Oz rrI L — o \ OI I MoI C>/ N4� . \ / / Ir Lighting Schedule & Detail / r pI c7ga // \ Scale: NTS a ° m C� POOL AREA + \ r�/ m o ° —_— r r of % owl Po / ° ° ALL LIGHTING IS IDA DARK SKY COMPLIANT A 81 -Key Luxury Resort and related a �' rb% ��' COUNT SYMBOL DESCRIPTION LAMP TYPE LUMENS WATTS MOUNTING amenities located In Mattituck, o \ — I / �' / I ° PRIVATE PARKING LOT : 46 EL-1 KIM LIGHTING- ALTITUD-ALT120 1 ARM SIDE-FULL LED 14200 135 20' developed by: I _� ° 0 M / O Avd. 0.5 FC, MIN. 0.13 Fc. CUT OFF, IDA DARK SKY APPROVED D-Wayne ne Prieto °� m - O ° r o\ m o 1 �O Y ( 1,\ r- or- I O ° / '`% ° \ TRAIN RAILROAD 15 EL-2 KIM LIGHTING- ALTITUD-ALT120-2 ARM SIDE-FULL LED 142UU 135 20' Founder + CEO, VIVO Haus o \ m \— 1 J m ����JJJ � 1 I �' r CUT OFF, IDA DARK SKY APPROVED o� m o\" ��'�� ° EXTERIOR- - - LED 2400 250 ' VIVO Investment Partners, LP �r�° ®g \ \ Q EL-3 LED FLOOD LIGHTS IDA DARK SKY 14 APPROVED ( ro / ° 63 p HAWTHORNE PATH LIGHT- 1 1 "X37"- FULL CUT LED 351 7.8 SURFACE PROJECT: o m � 1 ` � l EL-4 �`J o ° �_/ o OFF, IDA DARK SKY APPROVED MOUNT ;\ 1 r., 1 O 37 0EL-5 ALCOTT AREA LIGHT - SINGLE MOUNT-FULL CUT LED 2870 57.4 12' THE MATTITUCK RESORT �� ro OFF, IDA DARK SKY APPROVED 9025 Main Road a Q LED CANOPY LIGHT-SP 2025- 7B- IDA DARK LED 27913 250 CEILING siDENAxs : AVG. 0.5 Fc, ® EL-6 NOT TO EXCEED 5 PC. SKY APPROVED MOUNT a ® o g ROBUST 1 ROUND FRAME RECESSED LIGHT LED 3867 37 CEILING Matt�tuck, NY 11952 EL-7 O ram\ 9.5"-URO-80476- IDA DARK SKY APPROVED MOUNT AMP LOW VOLTAGE LIGHTNING DECK PRO LED 500 300 WALL Q EL-8 CLASSIC-ADL-2010-4-B-XX IDA DARK SKY APP. MOUNT 3' rho\ / LIGHTING PLAN LIGHTING FIXTURES BY OWNER, a PROVIDE INSTALLATION AND COORDINATION ONLY. LIGHTING PLAN 1 „- , ------- RECEIVED SCALE: 1/32 —1 -0„ EU 0 6 2024SEAL ]GNATIJRE�ANDDATE: 05/30/2024 Southold Town J PROJECT No: MATTITUCK 2024 0 ,«`J' 20' 50 Planning Board CA S ` DRAWING BY: GS/AS film A CHK BY: "w DWG No: A- 010000 CADO No: BSCAN: N C A S E D E V E L 0 P M E N T Diagram of Sound Deterotation over Time N; Case Development Inc ""'cei N�, 145 PALISADE STREET, SUITE 211 SCALE:ns DOBBS FERRY, NY 10522 A NI N, INVERSE SQUARE LAW SOUND www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 �J, Niel ................. ......................... Project Architect: N sphere, netensity at T 4. surfaceof sphere 9 P ,N (B.) db SOURCE N j source powter 2 X DISTANCE 100' 4.-Tr ................ .................... GREGORY SHARP ARCHITECT,PC ........................ 145 PALISADE STREET, SUITE 211 p MAX 39 db < 60 db ............................................ N 'N DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 .......... ........... e I NFO@CASEDEVE LOPM ENT.COM j, 'j; < N, "N' ..................... k j e e; "N" ................. ................. e ............... ........... N �7 A Project Developed By: N, A, ...................... .......... .............. ................ ............. A, N� �.N D-WAYNE PRIETO _4 .......... o 2, �"k�1411��, r N, A. OUNDER + CEO, VIVO HAUS ......................................- ........................... (D.),,,.,d.b SQUR CE j A �! ; r, 4 The energy twice as far from the 2er VIVO INVESTMENT PARTNERS, LP source ts spread MAX 80 db over four tinvs HTTPS://VIVOHAUS. 10 ...................... ........... .............. a one-fourth the intensity. the area- hiene ..................................... ......... ..... .............. 3r K Nee .......... ........... V" ................. ............ ................. ........... ................... T* 4�,,�;�, ...................... A e h/1 Nee N'N Q .......... ...................... N, ........... h .......... ,A NN NN Ne .......... ........... ...................... N 7'� N' N e� ............ ............ N ........................... ................ ........................................ ................ .................. i ,i L ................ �J, IT ............ ........... ................................................. ............... 40! N MF Project Owner: .............. 7 Y? ................... L ...... ............. MATTITUCK HOTEL DEVELOPMENT, LLC 'ej f N1110/'/' , " " ��; All - . . �I ` I I ? V4 R)I NA INVERSE SQUARE LAW PLOT 9025 MAIN ROAD N" ......... �3,r-,,i 11()BSON _�y N, Y iN MATTITUCK, NEW YORK 11952 NY 119'); y N A 7711 Tt V, i�e 1;A1 x 4 1009r T'N AIN l-,?OAD y NI 0�8 A'/ 0//1" "A RjAe"I -4 J,l INA 22---06_28 07 H 0 RA 1:1 A, 4 10 f�,) Ne 0,6 ON DRIVE e/ Y( 11"A' lz� " 1AX N 0 ...... ()j, j 'U'CK� 5 2 ..................................... NN ........... 0,4 ............ N,///(), 4 'A 1:�,[j\A N PUBLiC WATER 02 /< �NDl JAI:)1,N,1 \N /11 "", "I / ,, I I M., DID I 16 11aw . N" U; , k Vf X 25 STRUCTURAL ENGINEER N .... ...... IL / , 1j,1,1�I - N pUBLIC WATER \'j" ............. 01 36 49 64 81 0 .......... # :1N, ..... 3r 5�- 7re gr r 2r 4r, Sre I or, e, ........... �Kp D , tance from point, source PUBUC WAT ......... .j vJ_ Q .. .......... ........... .............. ........ k N, f .... .......... ........... .............. 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IN ..............................1 NNN, NN \\ b "N COMMON IN010OR � e COMMON OUTDOOR N ............... ............. ........... ... -- ----- .......... .. ...... . ......... ....................... .......... ............ ......... SOUND LEVELS SOUND LEVEt.S ee. if RAILTRAIN= MAX SYMBOLLEGEND 85 db" N e e N e N N. (A.) db SOURCE A ......... eeN _T11 N, DISTANCE 100 (B.) db SOURCE W NlN 4w, See Detail Door Number rMalairlilil DMM M t-NI t WM Wall Type MAX 39 db <50 db Kam DISTANCE 100' Elevation �n \NN w4m 0.0" Elevation Target MAX 39 db < 60 db ft V Section Cut q N, "N' N N\ Revision .................. e, Nee", \ N,\ ................... ....... .......... .........- ------------ (B.) db SOURCE Ewa .......... ................ ........ ..... ... ............. ...... Window Number MAX 80 db N ........ ............ ......... .................. . ............... . .......... X* e ............ .................... . ...... ......... ............ A N N 0 6 North Arrow: z zwk 11. Ai ....................... N W NN, 1111E� A 4/ NN "J, C', C-1 M -T ANN _SOU \N N� NN DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR N"\ db INDICATED HEREBY ARE THE PROPERTY OF CASE .......... _. ............-... .................. ............ .......... ..................... ............... db 1 ............. Ak� .................... A DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE N, . ............. Q (C.) db SOURCE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY .......... .............. ........................................... .......... ........... . ...... ................. e .............. IN Nee, N Alf-\ N� DISTANCE 100' Nee NOR (,)N A L) 114111", ANY PARTIES OTHER THAN THOSE AUTHORIZED BY N\ /N Ne, V MAX 39 db < 50 db CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM Nee N CASE DEVELOPMENT. N 5 N, N%, 4 NN, DRAWING INFORMATION ee 11 )N N, R ff�Mmtl_ N j UeNSHAPE DESIGN SOUND + VISUAL BARRIER jgj:pi;t�I vt A OPEN PLAN TERRACE , ............. ............. ....................................... NNN"', TO HOTEL COMMON AMMENITY SPACES ISSUED FOR REVIEW 5/30/2024 ";"v N� li i iN! i� ........... .................................... ........... ------- ............- ................ .......................... .......... .......... DESIGNED TO MITIGATE NOISE IMPACT FROM .. ........ ............. ef "N' e N�,,1,1 NN .. ....... N REGULAR HOTEL ACTIVITY IN .,N V, ...........................-........... .......... "e, _ , NN ei" ........... ................................ F= T "N' ............... N.......... :-7 .......... ........... NNN" N� ................ N .......... ........ ...... N�, X RAIL TRAIN= MAX N A 81 -Key Luxury Resort and related NN, iff .M lft R 85 db A A "LLUL N; arne Irma N, - -mi nities located in Mattituck Bull :e ff �N developed by: I ta q V", M -Wayne Prieto D 01 N N, N� N, ............. .......... ............. ........... f,IT,um in a 9f_�_ VIVO Haus NN q, q N J g Founder + CEO1 ) dbSOURCE 4. t ... ....... _/Z/ VIVO Investment Partners, LP EFF FFnTn E I . ......... N .. ..... �f It ............-- ------ . . .......... . . ............. MAX 80 db Nee N N, PROJECT: RECEIVED N� j ,FJU N THE MATTITUCK RESORT 2024 ............ e N, Sou ...... .......................................... .......... .................. thold Town ........................ 9025 Main Road, Planning Board Mattituck NY 11952 0 'k 4 V_1 A ... ......... I e ..... .... . .... .............................................. .............. ............ .... .......... .. ... ...................... SOUNDMOISE DIAGRAM Sound Noise Attenuation Diagram Plan SEALAND IGNATLJRE� DATE: 05/30/2024 SCALE:ns E D Aq PROJECT No: MATTITUCK 2024 A CAS_- DRAWING BY: GS/AS < CHK BY: DWG No: ---_----_-- A- 01 1 wOO 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: . .. .. ...... .............. GREGORY SHARP ARCHITECTPC 145 PALISADE STREET, SUITE 211 OBBS ERRY OFFICE 914 478 4170 CELL 917 597 1982 ------- ......... INFO CASEDEVELOPMENT.COM ? ...... ...... _- ... A Project Developed By: _4 .............. -WAYNE PRIETO _T D ........ ... .. FOUNDER + CEO, VIVO HAUS ---------- i,v, ---------- -------- a VIVO INVESTMENT PARTNERS, LP ............... ............ ........... ki j; HTTPS://VIVOHAUS. IO .......... ............ .......... ... .......... ----- .......... ........... ------- t......... ....... .............................. ... ...... ........ ............ ...... 9 9z ............ .......... ... ........... ............. .......... Proiect Owner: ......... MATTITUCK HOTEL DEVELOPMENT, LLC ......... r< ....... I.......... 9025 MAIN ROAD ........... ........... 7 ...... ................ MATTITUCK, NEW YORK 11952 .......... ........... ............ .............. ............... ........... it .......... Ar t............. c6 ........................... ........... .......... A' .................... ............. 00 .......... ....................... cd I < .............. .............. ........................... STRUCTURAL ENGINEER 00 ................ ............ ............................... cc ................ .... .................. ......................... ............. .......... .......... .................... . ......... PROJECT ENGINEER f F LO ............ C14 .......... > 03 ................. A C14 LC) ........... LO Cq 7 7, .......... dD (3) d .................. .............. C14 NOTES d3 ................... ........... .............. .. ............ ............... .................. dO ........... .... ... ......... ......... ............ .......... d TENNIS/ LO CN PIC kf�jf A,g�,T ANVI Ar ...... 011d3S ............ ............. .......... ............ ................. ............ ENN1t.i FACILITY -V SYMBOLLEGEND '7 Door Number ( 15 See Detail Wall Type A .......... BUILDIN ..................... VA87 Elevation ................ to 0.0" Elevation Target HOTEL NIA 2STORY T; A# Revision 10 BUILDING F1 I Window Number N 1 STORY ............ ------- DWI DING .......... tNorth Arrow: C-4 ........... 4CN14 DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE c6 DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE THER PROJECTS OR PURPOSES, BY 4 ................................ ...... ANY PARTIES OTHER THAN THOSE AUTHORIZED BY i ittCONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. DRAWING INFORMATION BUILDING B 1 STORY BUILDING ISSUED FOR REVIEW 5/30/2024 tA .......... .................................................................................. < ............ 3: in POOL AREA -Key Luxury Resort and related A 81 Lj amenities located in Mattituck, developed by: 0 ayne Prieto Founder + CEO, VIVO Haus VIVO Investment Partners, LP .... ....... TRAIN RAILROAD PROJECT: ...................... MATTITUCK RESORT 9025 Main Road, Mattituck, NY 11952 ......... RECEIVED JUN 0 M 4 -SoutNold Town GRADING + DRAINAGE PLAN Planning Board GRADING AND DRAINAGE PLAN SEAL AND GNATURP DATE: 05/30/2024 SCALE: 1/32 -0 PROJECT No: MATTITUCK 2024 As DRAWING BY: GS/AS CHK BY: 0 5' 20' 50 DWG No: CADO No: BSCAN: „ :'&4V ■ 4`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: MINIMIZE VARIATION, USE A CONSTANT WIDTH CLEANOUT NOTES L, MIN. LENGTH TO BE RESTRAINED �_ 1. ALL HOUSE CONNECTIONS SHALL BE PROVIDED WITH A CLEANOUT AT THE ON EACH SIDE OF FITTING FT. 12 MIN FROM FACE OF THE BUILDING. NOM. e VALVES FITTINGS (Deg) FINAL SAW CUT PAVEMDISTURENT PIPE ( g) TEES (PAVED AREAS} 2. REFER TO UTILITY PLAN FOR PIPE SIZES AND MATERIAL. 51ZE DEAD GREGORY SHARP ARCHITECT PC In. 11.5 22.5 45 90 ENDS INITIAL SAW CUT SHEETING AS REQ'D ARCHITECT, 2 2 3 5 8 6 (PAVED AREAS} 3. REFER TO UTILITY PLAN FOR ADDITIONAL CLEANOUT AND HOUSE CONNECTION 145 PALISADE STREET, SUITE 211 3 3 4 7 8 8 (DESIGN BY CONTRACTOR) INFORMATION. DOBBS FERRY 4 3 5 8 12 9 yy \ \ \ \i ,�\ \1� OFFICE 914 478 4170 CELL 917 597 1982 /. i. f/>>/J�/l� 10 5 9 15 25 18 IN PAVED AREAS, RESTORE , ,� BACKFILL WITH SUITABLE MATERIALS IN INFO@CASEDEVELOPM ENT.COM 12 fi 10 17 29 21 AREA BETWEEN FINAL SAW ,� UNPAVED AREAS AND SELECT GRANULAR FILL L CUTS NTH 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 33 DETAILS). PROVIDE CRACK '� 36 MARKER TAPE TO BE END PLUG D-WAYNE PRIETO SEALER BETWEEN ' MAX. f INSTALLED 12” ABOVE PIPE FOUNDER + CEO, VIVO HAUS < PROPOSED AND EXISTING ASPHALT. � TO WALLS MAY BE SLOPED ABOVE SUITABLEVIVO INVESTMENT PARTNERS, LP \ j ' TO GRADE HTTPS.//VIVOHAUS.10 FITTING ANGLE � TOP OF PIPE, AT CONTRACTORS OPTION 6" MIN. (TYP.) �1 ll SELECT GRANULAR FILL, COMPACT TO / 95% MODIFIED PROCTOR DENSITY PIPE ZONE # + SELECT GRANULAR FILL, COMPACT TO RESTRAINING JOINT (TYP 95% MODIFIED PROCTOR DENSITY SPRING LINE SELECT GRANULAR FILL, COMPACT TO NOTES: SEWER OR WATER PIPE AS 95% MODIFIED PROCTOR DENSITY (SEE 1. ALL PRESSURE PIPE BENDS, TEES AND WYES SPECIFIED ON UTILITY PLAN-! NOTE 1) --SEWER PIPE SHALL BE RESTRAINED FOR PIPES 4" DIA. OR NOTES: 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 4 NOT Tfl SCALE �� NOT TO SCALE �3 NOT Tfl SCALE STRUCTURAL ENGINEER PROJECT ENGINEER 7'-1" RPZ ASSEMBLY (TYP) NOTES RPZ NOTES: Int CLASS "A" CONCRETE TWO {2} REDUNDANT 4" 4 000 PSI TYPE 1. A SECOND RPZ IS PROVIDED FOR REDUNDANCY. EITHER RPZ MAY BE RPZ DEVICES IN FILL, , REMOVED FOR MAINTENANCE WITH NO SERVICE DISRUPTION. PARALLEL, SIN II CEMENT. COVE TOFEBCO PIPE INVERTS 2. EACH RPZ SHALL HAVE FOUR (4) TEST COCKS AS SHOWN. ALL TEST COCKS r, MODEL LF860 OR It SHALL BE POSITIONED FOR EASY ACCESS. 1 APPROVED EQUAL tide 3. HEATERS SHALL BE SUITABLE FOR USE IN WET/DAMP CONDITIONS. HEATERS SHALL E TH EE M STA ICALLYYEARRO CONTROLLED TO MAINTAIN A MINIMUM 1,000 WATT SYMBOL LEGEND TEMPERAT4. PROVIDE ELECTRIC POWER TO THE ENCLOSURE TO POWER THE HEATERS. WATER -----•-- --�-- M= RESISTANT BREAKEIR, SERVICE TO THE ENCLOSURE SHALL BE PROTECTED WITH A GFCI HEATER (TYP, 2) qg See Detail I5 Door Number 5. ALL WATER CONNECTIONS SHALL BE DOWNSTREAM OF THE BACKFLOW �3 -- Wall Type PREVENTION DEVICE. 6. NO CONNECTION TO PUBLIC WATER SHALL BE MADE UNTIL ALL REQUIRED A8 Elevation 0.0 PIPE CONFIGURATION BACKFLOW PREVENTION DEVICES ARE INSTALLED, TESTED AND APPROVED. ® " Elevation Target VARIES, REFER TO RPZ PLAN VIEW A8 section CutA#UTILITY PLAN Revision REINFORCE AS REQUIRED STANDARD NYSDOT 11 Window Number FOR AASHTO HS-20 MAINTENENCE HOLE COVER LOAD, #6 BARS 0 6" FROM NYSDOT APPROVED LIST North Arrow: PLAN HEATED ALUMINUM ENCLOSURE, O.C.E.W. TYPICAL BRICK AND MORTAR AS ''�HUBBEL H83E—DS, OR APPROVED MAINTENANCE HOLE NOTES: REQUIRED TO ADJUST COVER EQUAL FLUSH WITH GRADE 4 TEST COCKS 1. ALL MAINTENANCE HOLE SECTIONS 6"X6" W4 X W4 REQUIRED SHALL CONFORM TO & A.S.T.M. W.W.M. TOP FINISHED GRADE OAS&`YY GATE C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST Z Q LOCKABLE ALUMINUM REINFORCED CONCRETE M.H. ACCESS DOOR ON SECTIONS. V- iv -- ADJUST TO GRADE W ALL BOTH SIDES OF ,z.� / ENCLOSURE +� FLANGED CONNECTIONS DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 2. MAINTENANCE HOLE RISER SECTION x x 30' - WEATHER RED CLAY BRICK W/ INDICATED HEREBY ARE THE PROPERTY OF CASE TO BE FURNISHED IN 1,2,3, OR 4' ��� TYPE 2 MORTAR (MIN. OF TWO HEIGHTS AS REQUIRED. MANUFACTURER a DRAINAGE INSIDE ENCLOSURE DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE ix� 3. MANUF. SHALL CERTIFY THAT ,S COURSES AND MAX. OF 12") FLAPS ON SIDE M OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY MAINTENANCE HOLES DELIVERED IDENTIFICATION PIPE z ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONFORM TO AASHTO H-20 LOADING x CAST IN WALL—''""�M M.H. STEPS (S,S. OR STEEL �SU PORTS M o 6" CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 4. REBAR SHALL CONFORM TO ASTM A-615-60 Fs=60,000PSI 2" R Q_ w[ --!!I-x REINFORCED COPOLYMER (TYP) ao is t 1 DEVELOPMENT. 5. WELDED WIRE MESH SHALL CONFORM —CLEAR POLYPROPYLENE} ; ; ; ; "' DRAWING INFORMATION TO A.S.T.M. A185 Fs=65,000PSI (TYP) `-' - fi. CONCRETE SHALL BE 4 000 PSI ( CIRCUMFERENTIAL ' • REINFORCEMENT, 0.12 SO. • .: .. , ,� . ... . of �. * .. is ' x dx x �� �x�--x� �. 28 DAYS IN./FT. OF HEIGHT , . . r •' /\ \ r - y 7. FLAT SLAB TOPS (NO JOINT) SHALL %f% ISSUED FOR REVIEW 5/30/2024 HAVE TOP & BOTTOM STEEL. r J 8. THERE SHALL BE AN ELEVATION " S.Q. OR ;Y4" DIA. SELF 0 4,000 PSI DROP OF AT LEAST 0.10 FEET FROM SEALING BUTYL GASKET Z � CONCRETE SLAB CLASS 53 DUCTILE IRON INLET PIPE TO OUTLET PIPE. ALUMINUM ENCLOSURE o PIPE INSIDE ENCLOSURE 6X6-10/10 WWM MAX' '- PIPE AS NOTED ON 4' -- ? 6" LAYER OF 3/4" UTILITY PLAN 5" CRUSHED STONE COMPACTED TO 95% !� 6 =4A #2 STEEL HOOP AROUND .,'. MODIFIED PROCTOR ; :,4 - - o p OPENING (TYP) d TEST DENSITY A 4 Cn o PIPE 2" PAST w CLL FLEXIBLE PROVIDE THRUST BLOCK OR A 81 -Ke Luxury Resort and related F- INSIDE WALL t:✓ JOINT y y m O t� MECHANICALLY RESTRAINED Z TYP amenities located in Mattituck, (TYP) JOINTS AT BENDS (TYP} o developed by: .. _„ RPZ SECTION VIEW D-Wayne Prieto KOR-N-SEAL" Founder + CEO, VIVO Haus PVC JOINTS FLEXIBLE SLEEVE, OR APPROVED EQUAL VIVO Investment Partners, LP CONCRETE SCORING 5EQTION MONOLITHIC BASE SLAB . - REINFORCEMENT #4 BARS @ PROJECT: 6" O.C.E.W. TOP THE MATTITUCK RESORT 4' O SANITARY MAf�IHOLE RPZ 9025 Main Road, Q4 Nt)T TO SCALE 05 NOTT 0 TO SCALE Mattituck, NY 11952 RECEIVED 1, EU0 G 2024 Southold i own DETAILS WATER AND SEWER Planning Board SEAL AND NATURE: DATE: 05/30/2024 D ' PROJECT No: MATTITUCK 2024 CASE` '�.+� DRAWING BY: GS/AS CHK BY: DWG No: 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 WATER MAIN Project Architect: 10' MINIMUM WATER MAIN OR V-6" MINIMUM VERTICAL. OFFSET ElEd GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY V-6" MINIMUM SANITARY OFFICE 914 478170 CELL 917 597 1982 SEWER INFO @ CASEDEVELOPMENT.COM VERTICAL OFFSET A Project Developed By: SANITARY SEWER D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 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 Pr0'ect Owner: WATER MAIN STANDARDS" AS PUBLISHED BY HEALTH EDUCATION SERVICES. MATTITUCK HOTEL DEVELOPMENT, LLC 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES. 9025 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 PORK 11952 000NFLICTING ELEVATIONS, ALLOWING THE ENGINEER ADEQUATE TIME TO REVISE GRADES WITHOUT -.-- -- — ._ 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! ¢ AND TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. TEE (HYDRANT TEE PREFERRED) 'i,* � OFFSET 5. NEW SANITARY SEWER MAINS INSTALLED PARALLEL TO WATER MAINS SHALL HAVE A MI'�IMUM OF 10' BONNET SANITARY SEWER HORIZONTAL SEPARATION (MEASURED EDGE OF PIPE TO EDGE OF PIPE OR EDGE OF STRUCTURE) Ol BEND © WHENEVER POSSIBLE. WHEN 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED A VERTICAL = SEPARATION OF AT LEAST V-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,,,,,.i 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 -W.., TEE (HYDRANT (SEE HYDRANT OUTER CARRIER PIPE, SLEEVING THE SEWER PIPE, CONSTRUCTING THE SEWER OF PRESSURE RATED TEE PREFERRED) GROUNDLINE DETAIL)---.— FINISHED GRADE PIPE, AND/OR OTHER MEASURES AT THE DISCRETION OF THE LOCAL HEALTH DEPARTMENT AND TYPICAL HYDRANT INSTALLATION ENGINEER. PLAN VIEW OPERATIN�c1O PROJECT ENGINEER LOWER BARRE PLAN SANITARY SEWER MAIN / WATER MAIN MAIN OPENING VALVE PARALLEL INSTALLATION HYDRANT DRAIN HOL MANUFACTURER'S SHOE FINISHED GRADE MAX. � OFFSET (VARIES) SEWERIWATER SEPARATION FINISHED GRADE MIN. NOT TO SCALE ROUND LINE lidNOTES HYDRANT ASSEMBLY CROSS SECTION HYDRANT GROUND LINE DETAIL ALTERNATE HYDRANT INSTALLATION PLAN VIEW NOTE: WILL VARY WITH MANUFACTURER & MODEL SYMBOL LEGEND 2'-6" PREFERRED A8 See Detail I5 Door Number V-6" MIN. OR AS FIRE HYDRANT NOTES: [3 Wall Type SHOWN ON CONTRACT 1. FIRE HYDRANT THREADS SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT BEFORE A8 Elevation DOCUMENTS ® 0.0" Elevation Target o COMPACT BACKFILL TO 90% ORDERING OR INSTALLING ANY FIRE HYDRANT. A8 Section Cut PROCTOR AROUND HYDRANT 2. AT EACH PROJECT SITE, THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATER 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 �F 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 INDICATED HEREBY ARE THE PROPERTY OF CASE 5. MULTIPLE BARREL EXTENSIONS ARE NOT PERMITTED UNLESS THE DESIRED GRADE DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE CANNOT BE REACHED WITH A SINGLE EXTENSIONS. IF A SMALLER EXTENSIONS f OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY;.•,�:: IS ALREADY IN PLACE ON AN EXISTING HYDRANT, IT SHALL BE REMOVED AND ;..,,•�: ; 1 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 6. BACKFILL AROUND THE TOP OF THE LOWER BARREL SHALL BE COMPACTED TO A CASE DEVELOPMENT. ST8NET NO.2 DRAINAGE MINIMUM DENSITY OF 957.. 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 1'-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 d2 NOT TO SCALE DETAILS WATER AND SEWER RECEIVED JUN 0 G 2024 'I Southold 'I"own DATE: 05/30/2024 Planning Board D ' ' � PROJECT No: MATTITUCK 2024 C?��� " DRAWING BY: GS/AS CHK BY: C'3 - DWG No: C - 1 02 9 V� ray•t CADO No: BSCAN: C A S ........... 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: Ie D D STANDARD NYSDOT STORM 0 D 001) PICK HOLE FRAME AND COVER flnnnA A B fl B C C (PROVIDE GRATE INLET, OR GREGORY SHARP ARCHITECT,PC nnHSOLID COVER AS SHOWN 10" REINFORCED ON PLAN) 145 PALISADE STREET, SUITE 211 QOOE [ H-20 TRAFFICJUUIJU PAVEMENTCOURSES SHEETING AS REQD 01) 1' MIN, 2' MAX BEARING SLAB SUBBASE COURSE (DESIGN BY CONTRACTOR) NOTES OFFICE 914 478 4170 CELL 917 597 1982 FINISHED 1. THE MINIMUM DEPTH OF BEDDING INFO@CASEDEVELOPMENT.COM q GRADE SHALL BE 3" FOR PLASTIC AND OPENING SHALL BE PIPES AND CORRUGATED METAL A Project Developed B WITH N w �.r:.-: PRECAST RISER RINGS OR BACKFILL WITH PIPE-ARCHES. STRUCTURAL PLATE p y' PLAN RECTANGULARPLAN cL ® ® ® CONCRETE BRICK SUITABLE MATERIALS PIPE-ARCHES SHALL BE BEDDED MAY HAVE 4,6, OR 8 RIBS} MAXIMUM DIMENSION OF 4 a D-WAYNE PRIETO AND MINIMUM DESIGN OF ®® ® � - - STORM PIPE CONNECTIONS IN UNPAVED AREAS FOR THE FULL WIDTH OF BOTTOM PLAN 1".TOTAL AREA OF !8® ® ® ® °� •• VARY, REFER TO UTILITY AND SELECT PLATES. FOUNDER + CEO, VIVO HAUS OPENINGS SHALL BE NO o a® ® ® ® 3 MINIMUM PLAN. PROVIDE 12" 0 ' GRANULAR FILL IN VIVO INVESTMENT PARTNERS LP """ " • PAVED AREAS, 2. "SELECT GRANULAR FILL" AS ' LEST THAN 1.60 SQUARE Of a® ® ® ® .-• .. _ - G.P.P. UNLESS OTHERWISE COVER COMPACT TO 95% IN DEFINED IN TECHNICAL HTTPS://VIVOHAUS.10 34" FEE z NOTED ON PLAN PAVED AREAS AND SPECIFICATIONS. PROVIDE A cr-w "� "' IN MINIMUM OF 6" SELECT GRANULAR -32"- 3 4" n PRECAST CONCRETE AT LEAST 85% / - UNPAVED AREAS FILL PIPE BEDDING WHERE ROCK OR 2" 30"fi t w DRAINAGE RINGS OTHER UNSUITABLE CONDITIONS ARE 01 """ -32" _32" _ "7 r ,� cr � �' 4,000 P.S.1 2 �'� . I > F ( • .11 to • ENCOUNTERED. �.�-- 1, WRAP ENTIRE STRUCTURE • • • • , • ` . •.• i• •. 3. "SUITABLE MATERIALS" AND 32" I >=• I I-w- N a `' WITH FILTER FABRIC. . « • • °iv . • •• « • •« UNSUITABLE MATERIALS ARE AS 43" SECTION B-•B 0 (SEE NOTE} © s 2. 3'--0" MIN. COLLAR • • • • ••• • • • DEFINED IN TECHNICAL SECTION A-A MAINTENANCE HOLE (;OVER ?` BACKFILL WITH COMPACTED • . • .0 • • « ; .� • . SPECIFICATIONS. CLEAN SAND AND GRAVEL. » ° • MAINTENANCE HOLE COVER APPROXIMATE MASS 230 LBS. SECTION C-C BOTTOM OPEN » » ••' • APPROXIMATE MASS 350 LBS. OTE MAINTENANCE HOLE COVER • ' . ; • • •. ; • • . ; • •. Pr0'ect Owner: N DIES APPROXIMATE MASS 240 LBS. • TABLE 1 MATTITUCK HOTEL DEVELOPMENT, LLC 1, SELECT MAINTENANCE HOLE FRAMES AND z 4„ 4" • • COVERS FROM THE NYSDOT ENGINEERING 12'_0" ` ' • . • DRAINAGE e . •• SELECT GRANULAR DIAMETER OR SPAN "C" 9025 MAIN ROAD -� • PIPE 0 FILL (AS REQUIRED} UP THRU 24" D - ROUND PIPE MATTITUCK, NEW YORK 11952 DIVISION'S APPROVED LIST. w • • ' S - PIPE ARCHES �..- GROUNDWATER z Z > • • • COMPACT TO 95% 2, SANITARY SOLID COVERS SHALL BE CAST w o • • MODIFIED PROCTOR " " " "SANITARY' z < 5 ¢ • DENSITY (VARIABLE > 24 TO 144 24" WITH WORDING SANITARY I- ¢ DEPTH} w • • • • • • • • ♦ • 3. DRAINAGE SOLID COVERS SHALL BE CAST i° z WITH WORDING "STORM" a- Z Z C _ Q 4. ALL FRAMES AND COVERS SHALL BE RATED FOR H-20 LOADING. 0 MANHOLE CIRCULAR FRA�VIES AND COVERS STORMWATER DRYWELL 03 TYPICAL STORM PIPE TRENCH NOT TO SCALE SCALE: 1/2" - 1' SCALE: 1/2" = 1' STRUCTURAL ENGINEER PROJECT ENGINEER NOTES SYMBOL LEGEND 1 qg See Detail 15 Door Number RATE OR CURB INLET AS NOTED ON PLAN Elevation Wall Type A8 (SELECT FROM NYSDOT APPROVED LIST) ® 0.0„ Elevation Target FINISH AVEMENT A8 Section Cut ® Revision GRADE 2 COURSE CONCRETE PAVER OR COLLAR Fl Window Number " X6" W4XW4W.W.M. °° North Arrow: Q O, 6 ® 6" EACH WAY --5'-0" 60 CL to 1- © �- ti J Ll- _j t Z Lli 0 cO � W W �� {/) LLj U N CV w_ w rPROVIDE CORNER o DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR © F BARS 1F BASE �_ ARGE INSIDE & INDICATED HEREBY ARE THE PROPERTY OF CASE tK > SECTION IS NOT OUTSIDE TYPE II DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE MONOLITHIC CONCRETE 4000 PSI OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY REINFORCE AS REQUIRED FOR w -N N ANY PARTIES OTHER THAN THOSE AUTHORIZED BY AASHTO H-20 LOAD RATING, NO. c� �"� CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 6 BAR CAD 6" TYPICAL CASE DEVELOPMENT. 00 EINFORCEMENT T 6 , " 6 (SEE TABLE) DRAWING INFORMATION TOP SLAB REINFORCEMENT LAYOUT. 5'-0" -•- �--GRAVEL FILLED ISSUED FOR REVIEW 5/30/2024 DRAINAGE SUMP EINFORCE FOR H-20 LOADING, STANDARD MAINTENANCE HOLE FRAME SECTION (OPTIONAL) NO. 6 BAR AT 6" TYP DRAINAGE MAINTENANCE HOLE NOTES AND COVER FROM NYSDOT APPROVED ,�-FINISHED GRADE = ►_ _ �_ � 1. DRAINAGE MAINTENANCE HOLES SHALL LIST, CAST WITH "STORM" LABEL 4'-0" X 4'-0" X 6'-0" FLAN - TOP SLAB - H-20 LOADING CONFORM TO NYSDOT STANDARD z 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 x' ' " �� DRAINAGE STRUCTURE REINFORCEMENT 00 LOADING. �'- 'r "� •' : ="--= 6 Xfi W4 X W4 W.W.M. TYP 3. STRUCTURE SHALL CONFORM TO ASTM " CATCH BASIN NOTES: ,_ _, WALL (-------2 -g ----- REINFORCE AS REQUIRED FOR HEIGHT A THICKNESS RISER REINFORCEMENT (SEE NOTE 1} C478 zl-- AASHTO H-20 LOAD RATING, NO, 1. STRUCTURE HEIGHT VARIES, SEE 4. SEAL JOINTS BETWEEN PRECAST � , '` 6 BARS ® 6" TYPICAL = _* 6" 6"Xfi" - W6 X Wfi OR 3 BARS AT 10" BOTH HORIZONTAL AND VERTICAL SECTIONS WITH ELASTOMERIC GASKETS, w� 5' TYP PROVIDE LADDER RUNGS C� UTILITY PLAN. UP TO 7 -0 8" UNREINFORCED A 81 -Ke Luxury Resort and related OR EQUAL. © ,i 12" O.C., IF MAINTENANCE 2. COVER VARIES, REFER TO 7$ -0" TO 14'-0"' 8" 6 'X6 - W8.5 X W8.5 OR #3 BARS AT 8 BOTH HORIZONTAL AND VERTICAL y y 5, ALL REBAR SHALL BE GRADE fi0 � w DRAINAGE COVER DETAILS ON " " " - amenities located in Mattituck, F 4 HOLE IS DEEPER THAN 4 SHEET G-C-01, 14 -0 TO 21 -0 8 4 X4 W8.5 X W8.5 OR 3 BARS AT 5 BOTH HORIZONTAL AND VERTICAL developed by: 6. THIS DETAIL APPLIES TO STRUCTURE � _ a = z a 3, TOP SLAB TO SUPPORT AASHTO FLOOR SLAB REINFORCEMENT (SEE NOTE 1} DEPTHS OF 7 OR LESS -• > ® � •. H-20 TRAFFIC LOADING. D-Wayne ne Prieto 7, PRECAST STRUCTURES SHALL BE ~ 6" CIRCUMFERENTIAL STEEL, 4. CONCRETE STRENGTH TO BE 4000 UP TO 7'-0" " 6��Xfi" - W11 X W11 OR 3 BARS AT 6» IN BOTH DIRECTIONS Y MANUFACTURED AT AN ACI CERTIFIED .. 7 -0 TO 14 -0 4 X4 - W11 X W11 OR 4 BARS AT 4 IN BOTH DIRECTIONS Founder + CEO, VIVO Haus 0.15 IN 2 PER VERTICAL FOOT PSI � 28 DAYS. PLANT" ;�' 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 BARS, #4 D/4 7. ALL RECAS MUST MEET PR 14 X 14 @ 11 Q.C., IF 6" X 6" W11 X W11 W.W.M,, OR BOTTOM OF STRUCTURE IS -" NO. 4 BAR @ 6" EACH WAY ACI CODE AND SPECIFICATIONS. PROJECT: NOT MONOLITHICALLY CAST - -x - x"- --`-�x- - °;z -x . REINFORCEMENT NOTE °° '° " MANUFACTURED AT AN ACI 8. PRECAST STRUCTURES SHALL BE THE MATTITUCK RESORT CONCRETE COMPRESSIVE STRENGTH ;4. THICK NYSDOT N0, 2 STONE 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 RECEIVED BE PLACED ABOVE THE MIDPOINT OF SLAB AND SHALL HAVE A MINIMUM CONCRETE COVER OF 2". JUN 0.6 2i;24 1 DETAILS DRAINAGE Sout old Town CIRCULAR STORMWATER JUNCTION MANHOLE RECTANGULAR STORMWATER CATCH BASIN Planning Board SCALE: 1/2" = 1' NOT TO SCALE SEAL AND SIGNATURF7 DATE: 05/30/2024 F-D A/� PROJECT No: MATTITUCK 2024 Os .` `A '�.+� DRAWING BY: GS/AS CHK BY: Q C7 '`f }} DWG No: C - 1 3 Q 1 n CADO No: BSCAN: CASE ® i.Lb(0,- ,I Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 e Project Architect: WIRE HANGER (TYP.) RESTORE SURFACE IN MORTAR MORTAR I KIND OR AS SPECIFIED ON LEVELING SAWCUT IN PAVED AREAS THE CONTRACT DOCUMENTS COURSE SEE PAVEMENT GREGORY SHARP ARCHITECT,PC COMPACTED BACKFILL REPLACEMENT DETAILS 145 PALISADE STREET, SUITE 211 PLACED IN 6" LAYERS 1'-6" MIN' DOBBS FERRY a BEFORE COMPACTION i OFFICE 914 478 4170 CELL 917 597 1982 - 7 :� ' t r4 4 �' SEAL WITH WATERPROOF COMPOUND, ,; �, .�::;,.. ',• INFO@CASEDEVELOPMENT.COM z � BUTYL-ACRYLATE BASED SEALANT is w 3 9" _ OR APPROVED EQUAL © z ¢ MIN. A Project Developed By: I fi Coo I no 3" MAX. COMPACTED BACKFILL PLACED IN NOTES: °r- 6' LAYERS BEFORE COMPACTION D-WAYNE PRIETO 1. IN EXISTING PAVED AREAS, SAW CUT EXISTING I FOUNDER + CEO, VIVO HAUS• 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 ir) Q 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 TOPSOIL AND SPECIFICATIONS OF THE ELECTRIC / GAS & GROUND CLAMP I ______ GRASS TO MATCH 2'--0" COMMUNICATIONS UTILITY COMPANIES WHERE �'�""" 3/4" STONE COMPACTED EXISTING TRENCH WIDTH APPLICABLE. TO 95% MODIFIED PROCTOR 3. TRENCH MAY CONTAIN ANY COMBINATION OF DRY 5/8" x 10' COPPERCLAD TEST DENSITY �-� 1-1 I 1=I + ( � I II � ) I I �I( I I ICI I I � UTILITIES WITH THE CLEARANCES SHOWN. REFER TO GROUND ROD AS REQUIRED PULL BOX BASE � � UTILITY PLAN FOR SITE SPECIFIC REQUIREMENTS. FOR GROUNDING SYSTEM II I I I—I I I IIM =1 I I=I I I:t=i 11.1 I ��11 4, REFER TO UTILITY PLAN AND TECHNICAL SPECIFICATIONS FOR CONDUIT AND PIPE Project Owner: 1NA_I" 5;_ RECTANGULAR PULLBOX INSTALLATION 1 (=I 15. -- I I �=( I REQUIREMENTS `�-~ ` MATTITUCK HOTEL DEVELOPMENT, LLC 1. PULL BOX INSTALLATION SHALL COMPLY WITH LATENT REVISION OF 1 ». IWIt, F»• hvtlN: DETECTABLE MARKER TABLE TO BE 9025 MAIN ROAD NFPA 70, NATIONAL ELECTRIC CODE. HDPE GAS SERVICE INSTALLED 12" ABOVE CONDUIT MATTITUCK, NEW YORK I1952 SAND BACKFILL, COMPACT TO MIN. 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 �a 3. ENTIRE COVER, STRUCTURE THICKNESS AND REINFORCEMENT SHALL BE PVC COMMUNICATIONS SERb10E CONDUIT RATED FOR H-20 LOADING IF INSTALLED IN VEHICULAR TRAFFIC AREA. E 4. ALL PULL BOX INSTALLATIONS SHALL FOLLOW OSHA STANDARDS AND I 16 NYCRR PART 753 - PROTECTION OF UNDERGROUND FACILITIES. 1 TYPICAL ELECTRIC OR TELECOM PULLBOX TYPICAL ELECTRIC/GAS/TELECOM TRENCH NOT TO SCALE �2 NOT TO SCALE f t STRUCTURAL ENGINEER P I { PROJECT ENGINEER PROVIDE 4 SEMI-ROUND , 1"0 DRAIN GROOVES ; (n Uj OUTLINE LIGHT POLE BASE CL 0 z PROVIDE 4 SEMI-ROUND (n It - CONCRETE FOUNDATION DEPTH "D" NOTES AIN GROOVES w POLE GROUND GROUND WATER GROUND WATER GROUND WA= SLOPE BELOW BOTTOM MORE THAN 2'-0" LESS THAN 2'-0" _ 5 HEIGHT OF FOUNDATION BELOW SURFACE BELOW SURFACE J OUTLINE LIGHT POLE BASE f < 30' ' ' < 1:4 5 5 5 r r r CL g <30' > 1. 4 6 6 fi ' 31' to 50' {1:4 6' 6' 6' z - 1" HEAVY DUTY GALVANIZED PLAN 31' to 50' > 1:4 7'-6" 8'-6" 8'•-fi" CONCRETE FOUNDATION DEPTH "D" ua= STEEL STUD 6" LONG, FULLY GROUNDING BUSHING x 't POLE ROUND GROUND WATER THREADED WITH HEX NUT SYMBOL LEGEND w BELOW BOTTOM MORE THAN 2'-0" LESS THAN 2'-0" LIGHT POLE BASE _ gjD HEIGHT SLOPE OF FOUNDATION BELOW SURFACE BELOW SURFACE 1" x 45' (MATCH APPEARANCE OF EXISTING 300' < 1:4 50 5' 5P CHAMFER LIGHT POLES) qg See Detail 15 Door Number < _ 51:4 6 61 6 31' to 50' <1:4 6' - 6' 3� Wall Type 1" HEAVY DUTY GALVANIZED PLAN 31' to 50' > 1:4 7'-6" 8'-6" 8'-6" - NOTES A8 Elevation " 0.0" Elevation Target STEEL STUD 6 LONG, FULLY GROUNDING BUSHING C.D �' �* � .: 1. FOR MOST CASES, EXISTING SITE LIGHT ® 9 THREADED WITH HEX NUT < 0 z POLES WILL BE RETAINED AND REUSED. A8 # LIGHT POLE BASE •¢ c.� _ to - � Section Cut (MATCH APPEARANCE OF EXISTING > Q vi °- PAVEMENT AREA Revision 1" x 45' w x I- - USE THIS DETAIL WHERE THE PLANS CHAMFER LIGHT POLES) ��w = CALL FOR OR SHOW NEW LIGHT POLES. 1 1 Window Number ::: /7 TOP OF .SIDEWALK SHOULDER THIS DETAIL APPLIES TO STANDARD GRADE OR MALL 1 MALLEABLE IRON BOLT �•- CURES POLES, NOT HIGH MAST LIGHTS. COUPLING 3 LONG A. :.. ROADWAY z (OPTIONAL} .� _ orth Arrow: 2. THIS DETAIL FOUNDATION WITH REVEAL COUPLING ABOVE GRADE) IS INTENDED FOR VEHICULAR TRAFFIC AREAS, AND TO NOTES: x Uj MATCH EXISTING LIGHT POLES WHICH z ® w HAVE A FOUNDATION REVEAL ABOVE I 1" MALLEABLE IRON BOLT :� g 1. FOR MOST CASES, EXISTING SITE LIGHT ¢ GRADE, COUPLING 3" LONG z POLES WILL BE RETAINED AND REUSED. (OPTIONAL) USE THIS DETAIL WHERE THE PLANS w W 3. PROVIDE A LIGHT POLE FOUNDATION o � .� COUPLING CALL FOR OR SHOW NEW LIGHT POLES. o � EQUIVALENT TO A STANDARD NYSDOT DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 0° N THIS DETAIL APPLIES TO .STANDARD ...� 4 1/2 LEG (4) - 1 LIGHT POLE FOUNDATION, SEE NYSDOT �<- '`� POLES, NOT HIGH MAST LIGHTS. FOUNDATION STANDARD SHEET 670•-01 AND RELATED � INDICATED HEREBY ARE THE PROPERTY OF CASE a w `, ..:: '' • ` _ DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE w w .: :,:,' :; y ,:• ?.. . .:c, ANCHOR BOLTS NYSDOT REQUIREMENTS. a V) 2. THIS DETAIL (FOUNDATION FLUSH WITH ,. �:. ` "�. ' THREAD LENGTH OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY GRADE) IS NOT FOR USE IN VEHICULAR ' • .•Y.. ' ''' TO BE 4" TRAFFIC AREAS. (6) N0. 6 BAR EQUALLY CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM � 4 1/2" LEG - 1" 3. PROVIDE A LIGHT POLE FOUNDATION SPACED, 3" FROM OUTSIDE EDGE 4,000 PSI CONCRETE CASE DEVELOPMENT. (4) � = EQUIVALENT TO A STANDARD NYSDOT ELEVATION I DRAWING INFORMATION FOUNDATION LIGHT POLE FOUNDATION, SEE NYSDOT " .: ''; .•, :: . . •.�r ANCHOR BOLTS STANDARD SHEET 670-01 AND RELATED NO. 3 TIES AT 12 O.C. •" � .�'�:`''• ~''' THREAD LENGTH �� �Y. „• ,;. ;y.!" � NYSDOT. REQUIREMENTS. TO BE 4" ISSUED FOR REVIEW 5/30/2024 ELEVATION 4,000 PSI CONCRETE s �FLT LIGHT PALE I�OUNDATION NON-FLUSH LIGHT POLE FOUNDATION Q3 NOT TO SCALE USE IN NON-VEHICULAR TRAFFIC AREAS ^A' 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 RECEIVED JUN o � 2024 DETAILS UTILITY Southold Town Planning Board SEALAND NATURE: DATE: 05/30/2024 D Ailq PROJECT No: MATTITUCK 2024 ( A� CASE' J� DRAWING BY: GS/AS n. CHK BY: C? - DWG No: - 104 CADO No: BSCAN: C A S Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com ._.._... _.._. _....... _. _...... - --._.. ._..._............. ....._.._. _................._.......-- - _......... .._..__..................--._......................--_._. ...__.....__.........._......_......- . -..... . ...__. _ ....... ........ ....._........... ._ -- - . .. . -. . _ ......... _. Office 14 47 41 II 1 7 1 2 9 8 70 Cell 9 7 59 98 EXPANSION JOINT Project Architect: WIDTH AS SHOWN ON PLAN SMOOTH TOOLED FINISH " CONTRACTION JOINT AROUND ALL EDGES (TYP 6" MEET ADJOINING URETHANE JOINT CROSS SLOPE: 1% MIN MAX 1.5% GRADE EXPANSION JOINT ;� .+ •.r ,_.,. , SEALING COMPOUND STORENGTH CONCRETEIVE .«<.:.•f•,'l..s•,•` 'iai.}i F•Yrr.> '�°• t:Ly} •^t.'7ti�.pry .t,ti'•{*i yv4 iK }.'..1 . • :r;y •r p.;, +•r.4: ,{ x .,.. '..Sit ir.-, i,,,.s..� / . -� fi"Xfi" 10/10 GREGORY SHARP ARCHITECT,PC •.. ,�.':, �, : . :1:'n' .. 145 PALISADE STREET SUITE 211 �:•+ o�:r��>` : . : ._: •::.,•�: :� ;:,:";;:''- - :, :,,.:. PER SPECIFICATION , • ,,<•r.K,.;_.r;•ywy•:t:�3a;`�.'y';:3."'•,���::�t,*:.'�:�'�<'•:.5: •.,�.•tl�='�:.'ts=:t.'�ai�,�, / � GAUGE � DOBBS FERRY PAVEMENT ''\\ \\� \,/ //,//� `"� WELDED R C WIRE SECTION AS © \` \� \� 'n iv 2" SEATED AND OFFICE 914 478 4170 CELL 917 597 1982 IDENTIFIED ON �,� // /`. N 2 - -- INFO@ CASE DEVELOPMENT.COM PLAN. REFER ' ''�� :; ,Q `\\�\\,s'\ ,/��; •:•��=�'r�'�r-.:�; +`\ ,r�, �� � � .� ,• •�:w.• i�r � .::...4 � I ,,. SECURED ON TO PAVEMENT •'`t'�� =�-. °:,= ''R v LIGHT BROOM FINISH STANDS (TYP) SECTION DETAILS �/ �' /�� 6" STABILIZED CONCRETE SURFACE 5'-0" �{ a A Project Developed By: /` ��,/' � �j\\��\,,,�j\��'\ BASE AREA INSIDE OF TOOLED (TYP.) \�j COMPACTED EDGE TO CREATE EXPANSION JOINT FILLER 6" " D-WAYNE PRIETO \��\/�j.\�/'\,�j/,\,��,/\ \�/\�j\ SUBGRADE PICTURE FRAME EFFECT WITH PRE—SCORED STRIP AGGREGATE CONTRACTION JOINT FOUNDER + CEO, VIVO HAUS OR APPROVED EQUAL BASECOURSE VIVO INVESTMENT PARTNERS, LP I----9"� CURB AS - 4" CONCRETE HTTPS://VIVOHAUS.10 SPECIFIED ON SIDEWALK 4000 PSI 6X6-10 WWM. EXPANSION CONTRACTION PLAN (REFER EXPANSION JOINT EVERY 20' JOINT JOINT TO CURB DETAIL) Q1 CONCRETE SIDEWALK 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" s8 SCH 40 ALUMINUM 1, THE RAILING SYSTEM SHALL BE DESIGED (PAVED OR UNPAVED „ FOR THE LOADING CRITERIA OF NYS AS NOTED ON PLAN) R=1/4 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 �\ �\� ° 0 1. CONCRETE CURB SHALL OF AT LEAST 200 LBS APPLIED AT " �i�/j�/ �/j HAVE A COMPRESSIVE THE TOP RAIL AT ANY POINT AND IN 1.5" LAYER OF 9 1.5 LAYER OF 9 G ANY DIRECTION. MM TOP COURSE STRENGTH OF 4,000 PSI MM TOP COURSE 28 DAYS ' « ABILITY TO WITHSTAND A LINEAR LOAD d a TYPICAL PAVEMENT VARIES 8 MAX OF 50 LBS PER FOOT APPLIED TO LIQUID A/C LIQUID A/C 2. ALL CURBS HAVE 6 REVEAL ALUMINUM POST C14 THE TOP RAIL. " r- 4 UNLESS OTHERWISE NOTED • SPECIFIED BASE BOLTED TO ABILITY TO WITHSTAND A PAINT 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 44 SECTION DETAIL) 3. CONCRETE TO CURE 14 STRUCTURAL ENGINEER BOTTOM OF POST INTERMEDIATE RAIL. LIQUID A fC ZZ DAYS MIN. BEFORE PAVING BASE WITH TWO a.' AGAINST CURB, OR EARLIER COATS OF EPDXY, d" 2. ALL HARDWARE / FASTENERS SHALL BE � � "-12" LAYER OF 3" LAYER OF 4 ° IF ADEQUATE STRENGTH IS N DEMONSTRATED TO THE T316 STAINLESS STEEL. / / / RCA OR 3/4" 37.5 MM BASE d fi" STABILIZED BASE RGA ENGINEER THROUGH TESTING. \\,�\'\/\�\/\\,�\�\ \�\/\\, CRUSHED STONE 12" LAYER OF RCA OR �-- g"--� f / 4. EXPANSION JOINTS TO BE 5 / / / �\ �\� �\ \\ �\� \� \� 3/4" CRUSHED STONE MIN,, 20 MAX. ,/�/���/�.��./�� PROJECT ENGINEER ' 'e SUITABLE SUBGRADE /'! / SUITABLE SUBGRADE COMPACTED TO 95% REINFORCED CONCRETE MODIFIED PROCTOR COMPACTED TO 95% SUBGRADE COMPACTED TO 95% WALK, REFER TO TEST DENSITY ® MODIFIED PROCTOR CONCRETE WALK DETAIL OPTIMAL MOISTURE TEST DENSITY CONTENT OPTIMAL MOISTURE CONTENT NOTES ALUMINIMUM SAFETY RAILING TYPICAL ASPHALT PAVEMENT SECTION CONCRETE CURB 0' 03 NOT TO SCALE NOT TO SCALE Q4 NOT TO SCALE SYMBOL LEGEND 1 qg See Detail 15 Door Number 1 03 Wall Type ALUMINUM FLAG POLE A8 Elevation (HEIGHT AS SPECIFIED ON PLAN). ® 0.0" Elevation Target 1 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 RECEIVED PAINTED FINISH. APPLY (1) COAT OF RUST EXISTING FLAG POLES. coo o INHIBITOR PRIMER. APPLY (2) COATS OF GLOSS ENAMEL (SAFETY COLOR YELLOW UNLESS OTHERWISE 2. USE THIS DETAIL FOR FLAGPOLES u) DIRECTED BY OWNER). GALVANIZED, WELDED WITH HEIGHT IN THE RANGE 20' TO � ¢ 3. ALL CONCRETE SHALL HAVE A MINIMUM STEEL CAP, GRIND 50' v� COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. SMOOTH 3. PROPOSED FLAG POLES SHALL � Z ¢ DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR MATCH EXISTING FLAGPOLES TO r-- F- INDICATED HEREBY ARE THE PROPERTY OF CASE 4. USE ONLY WHERE INDICATED ON PLAINS. 5" NOMINAL = ci w EITHER IN WHOLE OVERFILLED CONCRETE GALVANIZED THE EXTENT PRACTICABLE. w Z f DEVELOPMENT, AND ARE NOT TO BE USED, FINISHED TO DRAIN 5, FOR MULTIPLE BOLLARDS, TYPICAL SPACING IS 5 STEEL PIPE Z O ¢ OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY O.C. UNLESS OTHERWISE NOTED ON TIME PLAN. 4. UNLESS OTHERWISE NOTED, THE ANY PARTIES OTHER THAN THOSE AUTHORIZED BY 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 COVER3 OR 5. FLAGPOLE BASES SHALL HAVE DRAWING INFORMATION 2 COATS - "SAFETY YELLOW" SUFFICIENT MOMENT RESISTANCE OWNER'S USE WHEN BOLLARD IS REMOVED) TO WITHSTAND LOCAL WIND LOADING. 4000 PSI REINFORCED ISSUED FOR REVIEW 5/30/2024 SLOPE CONCRETE CONCRETE FILLED 1/4" CONCRETE PAD THICK 6" DIA. SCH 80 SURFACE FOR 6. REFER TO TECHNICAL STEEL PIPE POSITIVE DRAINAGE SPECIFICATIONS FOR ADDITIONAL o GROUND SURFACE SIDEWALK REQUIREMENTS. 6X6 10/10 WELDED WIRE I MESH FINISH GRADE 6' MIN 00 6" COMPACTED CRUSHED STONE .� 6" NOMINAL STEEL PIPE _ '* COMPACTED SUBGRADE All d• 4' 4000 PSI CONCRETE N0.3 TIES C� 12" O.C. A 81 -Key Luxury Resort and related x " a amenities located in Mattituck, I FOUNDATION SLEEVE a 1 1 4" WEEP HOLE R / developed by: �' D-Wayne Prieto o PLACE AT CENTER OF w LIGHTNING SPIKE d a \ CONCRETE CYLINDER o NYSDOT #1 CRUSHED STONE Founder + CEO, VIVO Haus d . I \ �` I � VIVO Investment Partners, LP 4000 PSI CONCRETE 1'_s"- Y�'' in SIX (fi) N0, 6 BAR WITH .,�.-2q" '� EQUAL RADIAL SPACING PROJECT: AROUND FOUNDATION RECEIVE CENTER. INSTALL WITH 3" THE MATTITUCK RESORT FIXED BOLLARD MOVABLE BOLLARD 3' MIN CONCRETE COVER, JUN 0,6 2024 j g025 Main Road, NTS Sout o d Town—► Planning Board I Mattituck, NY 11952 BOLLARDS TYPICAL FLAG POLE NOT TO SCALE NOT To SCALE DETAILS SITE DATE: 05/30/2024 r�F_D A PROJECT No: MATTITUCK 2024 ..................._..._._ .._..__.._. ....._........_.__.........................._..........._._._. A 0�A �� DRAWING BY: GS/AS ! 40, CHK BY: C7 rap DWG No: C - 1 n5 ,"o CADO No: BSCAN: b, 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: I -- 30" MUTCD# R1-1 i GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 raft DOBBS FERRY rSTPROVIDE GALVANIZED STEEL U--CHANNEL SIGN POSTS. OFFICE 914 478 4170 CELL 917 597 1982 MATCH EXISTING SIGN POSTS TO THE EXTENT PRACTICABLE. INFO@CASEDEVELOPMENT.COM A Project Developed By: .- -.12" D-WAYNE PRIETO FOUNDER + CEO, VIVO HAUS --- 3„ d VIVO INVESTMENT PARTNERS, LP H 1. APPLY SYMBOL USING SAME TTPS://VIVOHAUS.10 RESERVED MUTCD# R7-8 COLOR BLUE OR GREEN PARKING PREFERABLY, OR WHITE) AS x 0 coco USED IN THE EDGE LINES AND � �-, � AISLE HATCHING.. 1 - MUTCD# R7-8P i 1"R . ,A � VAN : . = tV Project Owner: FINISHED GRADE {TYP MATTITUCK HOTEL DEVELOPMENT, LLC 2400 ! 9025 MAIN ROAD SOIL PLATE (DESIGN VARIES) I I MATTITUCK, NEW YORK 11952 Co STANDARD "TYPE A" SIGN BASE FROM NYSDOT ---�---.... HANDICAPPED PARKING SYMBOL ENGINEERING DIVISION'S APPROVED LIST I STOP SIGN & STANDARD MOUNTING POST ACCESSIBLE PARKING SIGN I PIGAL SIGN AND POST ACCESSIE�LE PARKING SYMBOL o� NOT TO SCALE �2 NOT TO SCALE STRUCTURAL ENGINEER i PROJECT ENGINEER ! NOTES i i SYMBOL LEGEND 1 A8 See Detail 5 Door Number Wall Type A8 Elevation ® 0.0" Elevation Target Q Section Cut ® Re vision i 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) R4--7 R5_1 6'--0" MIN. 6'--0„ MIN. 6'-0" MIN, RAMP (IF NECESSARY) 9' PREFERRED, 8' MIN. CURB RAMPS AS SHOWN ON 1. 1.5% MAX GRADE IN SITE PLAN VARIES ADA PARKING AREAS EDGE OF EDGE OF EDGE OF (VARIES) (TYP.) PAVEMENT PAVEMENT PAVEMENT DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR o 1• ALL CROSSWALK MARKINGS SHALL INDICATED HEREBY ARE THE PROPERTY OF CASE -°- �----- CURBING ( PTIONAL) 2. PROVIDE CURB RAMPS '�`� y. .-. BE WHITE. DEVELOPMENT, AND ARE NOT TO BE USED, EITHER IN WHOLE PEDESTRIAN — 4 4 _0" WHERE INDICATED ON ,,, N14d 2. TYPE L AND TYPE LS OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY ACCESS ROUTE ` —" 7.5% MAX. MIN SITE PLAN, REFER TO ' �' CROSSWALKS SHALL HAVE THE ANY PARTIES OTHER THAN TYPICAL CURB RAMP __ _ LONGITUDINAL LINES PARALLEL TO THOSE AUTHORIZED BY TDETAILS FOR SPECIFIC `-' o THE LANE LINES. CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 8' MIN. 90. REQUIREMENTS. °` o - NYP1--2 R1®2 R1-1 R6_1 CASE DEVELOPMENT. TYP.) CURBING -1 '� 3. USE THE TYPE (COMBINED, LADDER, 3. ALL STALLS ARE 9X19 �„ ,,,. OR STANDARDO AND WIDTH SHOWN 45 `� DRAWING INFORMATION R=10' °' '�" EXCEPT WHERE - - ON THE PLANS. NOTES: PEDESTRIAN OTHERWISE NOTED ON ACCESS PLAN. 4. FOR RE--FRESH OF EXISTING 1. ALL SIGNAGE SHALL COMPLY WITH THE LATEST ISSUED FOR REVIEW 5/30/2024 CROSSWALK, MATCH THE EXISTING G' ROUTE CRO VERSION OF THE MANUAL OF UNIFORM TRAFFIC 'ti C)• ® TYPE AT MINIMUM, OR USE A CONTROL DEVICES (MUTCD) AND THE NEW YORK 1'--0" TYP.0 (TYP.) ( ) >_ " 1 STATE SUPPLEMENT TO THE MUTCD j CURBING �8' �.8, LINES)� {TRANSVERSE (TRANSVERSE L HIGHER TYPE (WHERE TYPE LS IS HIGHER THAN TYPE LS IS HIGHER 2. MATCH MATERIALS, FINISHES, AND SIZES OF EXISTING LINES) ) THAN TYPE L IS HIGHER THAN SIGNS OF THE SAME KIND UNLESS OTHERWISE NOTED 4" WIDE BLUE WHITE STRIPES STANDARD TYPES LADDERCOMBINED—TYPE 1 S TYPE S). ON PLANS. STRIPES DIAGONAL AT TYPICAL FOR 45' ANGLE, 2' O.C. NON--ACCESSIBLE SPACES i i A 81 -Key Luxury Resort and related amenities located in Mattituck, developed by: O3 TYPICAL PARKING STALLS CROSS WALK STRIPING SIGN F,A D-W NOT TO SCALE �4 NOT TO SCALE 05 NOT T CESLE ayne Prieto SC Founder + CEO, VIVO Haus VIVO Investment Partners, LP PROJECT: �������� � FJUN a a 2024 THE MATTITUCK RESORT .To . ! 9025 Main Road Southold Town Planning Board Mattituck, NY 11952 DETAILS PAVEMENT MARKING AND SIGNAGE SEAL AN IGNATURE7 DATE: 05/30/2024 j ,,, a PROJECT No: MATTITUCK 2024 0 ? CASE f DRAWING BY: GS/AS CHK BY: DWG No: C - 1 07 CADO No: BSCAN: C A S j. 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 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM A Project Developed By: D-WAYNE PRIETO FOUNDER If CEO, VIVO HAUS VIVO INVESTMENT PARTNERS, LP HTTPS://VIVOHAUS.10 NOTES: 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 PLANTING SOIL (SEE NOTE 2) MULCH (SEE NOTE 3) PLANTING SOIL 4. MATERIALS FOR PROTECTION OF PLANTS SHALL BE A COMMERCIALLY AVAILABLE PRODUCT OR SYSTEM FOR SUPPORTING MATTITUCK HOTEL DEVELOPMENT, LLC FINISHED GRADE OF TREES. 9025 MAIN ROAD 5. ALL TAGS, LABELS, ETC. SHALL BE REMOVED FROM THE PLANTS. MATTITUCK, NEW YORK 11952 Eta® it n a .. _ E? _1 12� OF BALL DEPTH „ ,� DEPTH SAME AS 1 6. THIS DETAIL SHOWS ONE ABOVE GROUND TREE SUPPORT METHOD. ANY OTHER METHOD MUST USE COMMERCIALLY 1 '{ ';, � ',+4 _ �� ANSI Z60.1 ROOT �' AVAILABLE PRODUCTS INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. _I = tt�!! , a ! DEPTH FOR PLANT , 1 EXISTING SOIL '+�1= *�� �° t'=H'� '�= 3" TO 6" SIZE AND TYPE f �'�% ` � � j '; + �, �, 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 NOTE 3) SOIL PLANTING SAUCER EDGE (SEE NOTE 2) rEXISTING SOIL*� ,fa� ! �'°` aE TREE PLANTING IN HEAVY -- CLAY SOILS STRUCTURAL ENGINEER _ BARE ROOT SHRUB PLANTING it ga �� !i_ _ o Eta „c n ,� its t� 11 is dl�, iE �''ti rr��� '@` �' IE a' t�_ ,d DEPTH SAME AS '* �t i! a , Et 1=� _ ' I — ANSI Z60.1 ROOT , _„ �"- - to a of BALL DEP " - � •= 1 -- ti tee i= a et- --' 1 I � PROJECT ENGINEER --SEE TABLE 611-11 -- REQUIRED PIT PLANT DIAMETER REFER TO HOSE AND WIRE GENERAL TREE PLANTING EXISTING STRUCTURE ALTERNATIVE 2 STRANDS #12 WIRE FOR UP TO 4 CAL. 2 STRANDS #10 WIRE � • Y � FOR 4" CAL. AND OVER NOTES #2 #2 ,_.! p 4° ROOT �00 • FLARE �3 APPROX HEIGHT OF STAKE TIE SHALL BE (SEE 1/2 BALLMULCH (SEE NOTE 3, SHEET 1 OF 2} i•47. N0 BETWEEN Y3 AND % THE 7 DIAMETER PLANTING SOIL 4 • ° �' HEIGHT OF TREE SHEET 1 ROOT FLARE (SEE NOTE 7) Q OF 2) EXISTING SUBGRADE DOWN SLOPE TREE GRAT HARDSCAPE / SIDEWALK OR �I ADJACENT PAVEMENT = tE to ;, — t`' ti' SYMBOL LEGEND TYP. CURB ROOT FLARE MULCH / TURF / HARDCOVER MULCH (SEE NOTE 3) • _ t tt = *.„ „ Et =,r - `` EE "�t r (SEE NOTE 7) � �� � � I tE— �� ��,,,, t � � it- 1 � � � 1 VARIABLE ROOT BALL FINISHED GRADE . a. v, — - tf a it !! r• 1 �„ — — See Detall 15 Door Number AT WIDEST A • �..'" �� , "= " ��---�--- A8 Il ' , r - it;� It= 4 = it= .��rr,'t'�``!,' •.`�,•'+ . . .,�l.�,.�•, V. A• • Wall Type E= a tt= a - „ G3 ! 1 111 f it a tEaa -� =EE Er �, Et a it .a it= ,� o 0000vcc vcooflc Q,go, ' , , • • A8 Elevation „ $ a tl a • CT —1 — 1- -! — I I—` tt = 11 — I — —I I 1 BALL DIAMETER Et= * "._ �_ �"�� ®tE a =tt a" "�DB�o$°'od'4,6'Oob'�c$a — + + , 'r`� _ t' - 1 I I-- 0.0 Elevation Target PLANTING= y !Y = 1 —� ♦ EI a!t 'P< M II a t� �O �D dG d0 +a0��O ° • !� ,��, #2 = Y3 BALL DIAMETER '�= SOIL AS " '° t'iEt� t,t �a ��`'�r =mot- PLANTING SOIL — — �.a. ' , — I I-- STAKE LENGTH ' Section Cut iE_ I e . ° a• i�, 1= I =T I I=� i I i= I I— " ,t , A8A#NOTE: ELONGATED PITS MAY BE USED ON SLOPES. it • SPECIFIEQ" ° a ti a s . , , , _� $ —0 TO 10 -0 HT. USE 2 8 -0 STAKES Revision RECTANGULAR OR SQUARE PITS ARE ACCEPTABLE �� aof $p Et a*- o rl aa� „ Ufa tl - v e " �[ I 1 t, , "( ) ° It = Et tot * a "Et= _ „_ , , , , 12 MINIMUM 10 -0 HT. USE (2)) 10 0 STAKES PROVIDED THEY ACCOMMODATE PLANTS SHOWN. t= * Et_ = tt_ 3 TO 6 Matt 2 —4 CAL. USE {2} 12 -0 STAKES 1 1 Window Number ` o"t; . tE= a ► ` ' ` ' ' Y OVER 4" CAL. USE (3) 12'-0" STAKES REMOVE CONTAINER s • • • ; 3 _._. I I I a©: � . North Arrow: �/A 1k\� UGATED SLOPE PIT EXISTING SOIL EXISTING SOIL v ° 2X BALL DIAMETER MINIMUM ••a• 2 X CONTAINER WIDTH TREE SUPPQRT (WHEN SPECIFIED) 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 ROOT SPREAD ROOT BALL DIAMETER PLANT PIT DIAMETER OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES, BY MULCH (SEE NOTE 3) UNDER 2'-0" 3X THE ROOT SPREAD OR ROOT BALL DIAMETER STAKE TREE STAKE ANY PARTIES OTHER THAN THOSE AUTHORIZED BY _ EXISTING GROUND LINE BERM DOWNHILL SIDE ONLY FROM 2'-0" TO 4'-0" 2.5X THE ROOT SPREAD OR ROOT BALL DIAMETER CONTRACT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM OVER 4 —d 2X THE ROOT SPREAD OR ROOT BALL DIAMETER CASE DEVELOPMENT. PREVAILING WIND DRAWING INFORMATION ha E MULCH (SEE NOTE 3) MULCH (SEE NOTE 3 ISSUED FOR REVIEW 5/30/2024 `! SHEET 1 OF 2) APPROVED HOSE, ONE PIECE = sit „� ; + + + + PER TIE, COMPLETELY ENCIRCLING EXISTING SOIL OR _ Et It WIRE LOOP AROUND TREE i NEW COMPACTED FILL ' ' r ,= a��i a�t � + � ` r , ' ' y + + ' � � ` � + � + M BEND TWISTED WIRE PLANTING SOIL ANSI -----�--- , + _ , _ + ENDS AND DRIVE INTO CONTAINER DEPTH FOR OR STAPLE TO STAKE NOTE: PLANTS SET VERTICALLY, NOT _I SPECIFIED PLANT OR 6" PERPENDICULAR TO SLOPE MINIMUM (CONTINUOUS - C3 i THROUGH UT BED AREA) � i BED PLANTING HOSE AND WIRE ALTERNATIVE I SLOPEPLANTING N 1 OR STEEPER) i A 81 -Key Luxury Resort and related amenities located in Mattituck, developed by: D-Wayne Prieto Founder + CEO, VIVO Haus PLANTING DETAILS VIVO Investment Partners, LP CII NOT TO SCALE RECEIVED PROJECT: 01:G2024 ! THE MATTITUCK RESORT L__SQUtholdTown 9025 Main Road, Planning Board Mattituck, NY 11952 DETAILS PLANTINGS � SEAL AND GNATUREo DATE: 05/30/2024 i ® ARC, PROJECT No: MATTITUCK 2024 CASE `'•' DRAWING BY: GS/AS CHK BY: DWG No: C - 1 n8 CADO No: BSCAN: