Main Office 33 Airport Center Drive Suite 202 New Windsor, 12553

(845) 567-3100 fax: (845) 567-3232 e-mail: [email protected] MICHAEL J. LAMOREAUX, P.E. (NY, NJ, PA, VT, VA & CT) MICHAEL W. WEEKS, P.E. (NY, NJ & PA) Principal Emeritus: LYLE R. SHUTE, P.E., LEED-AP (NY, NJ, PA) RICHARD D. McGOEY, P.E. (NY & PA)

PATRICK J. HINES

TOWN OF NEWBURGH PLANNING BOARD TECHNICAL REVIEW COMMENTS

PROJECT: RESORTS WORLD PROJECT NO.: 21-11 PROJECT LOCATION: SECTION 60, BLOCK 3, LOT 41.21 REVIEW DATE: 30 APRIL 2021 MEETING DATE: 6 MAY 2021 PROJECT REPRESENTATIVE: JCM ENGINEERING

1. The project is before the Board for an Amended Site Plan/Change of Use from a retail facility to a video lottery gaming facility.

2. The Town Board has assumed Lead Agency status for the Zoning Amendments which includes the Planning Board review of the project. No approvals can be granted until the Town Board takes action under SEQRA and the Zoning Amendment request.

3. During the Town’s Public Hearing a comment was received regarding traffic at Meadow Hill Road and the northern access drive to the facility. Ken Wersted’s comments regarding traffic at this location should be received.

4. It is noted for the Planning Boards review that the Town of Newburgh has a sewer line project which will traverse the north end of the property from the NYS Thruway to NYS Route 300. This work is a Town sponsored sewer project not associated with the Newburgh Mall facility.

5. The Applicant should address the need for a sewer flow acceptance letter. Long Form EAF identifies a 6,000 gallon per day net increase in water use at the mall. Numerous vacancies exist within the mall which may significantly reduce water use from the facility.

6. The project is subject to architectural review by the Planning Board. It is noted that the architectural review form identifies “existing stone to be painted. Another option is to clad the exterior with material undecided yet”.

7. A Signage Chart should be provided identifying compliance with the entire mall parcel with the updated signage regulations.

• Regional Office • 111 Wheatfield Drive • Suite 1 • Milford, 18337 • 570-296-2765 •

Member

Resorts World Hudson Valley (2021-11) -2- 6 May 2021

8. The Applicant is requesting a waiver for topography on the site. Based on the minimal exterior changes to the site this office takes no exception to the Planning Board granting a waiver for topography.

9. The Planning Board should determine whether screening should be provided for the generator proposed between the site and the NYS Thruway.

Respectfully submitted,

McGoey, Hauser and Edsall Consulting Engineers, D.P.C.

______Patrick J. Hines Principal

PJH/kbw ATTACHMENT A RESORTS WORLD HUDSON VALLEY – NARRATIVE FOR SITE PLAN AND ARB APPLICATION

The Applicant, Resorts World Hudson Valley (“RWHV”), proposes to convert approximately 90,000 square feet within the existing Newburgh Mall to a NYS licensed video lottery gaming facility. The property involved is located at 1401 Route 300, and is within the IB zoning district. As the project proposes to utilize existing space that is primarily vacant within the mall, there are relatively few modifications being made to the exterior of the structure. Those changes include (i) the construction of an enclosed parking space for an armored car, (ii) updated electrical on the rooftop, (iii) the installation of a generator, and (iv) an updated facade and signage. A graphical depiction of the updated facade and signage, including colors, is included with the ARB application.

In order to proceed with the project described above, Monticello Raceway Management, Inc. d/b/a Resorts World Hudson Valley has petitioned the Town Board to amend Chapter 185 (“Zoning”) of the Town Code to include the use of “New York State Licensed Video Lottery Gaming Facility” as a permitted use in shopping centers having in excess of 500 parking spaces within the “IB” Zoning District. The Town Board has introduced the local law which would accomplish this request, and has referred it to the Planning Board and Orange County Planning Department. The Planning Board issued its report concerning the proposed local law on April 7, 2021. In accordance with the State Environmental Quality Review Act (“SEQRA”), the Town Board is serving as the Lead Agency and has typed the action as a Type I action. A copy of the FEAF Part I being considered by the Town Board is attached to this application. A public hearing on the proposed local law was held and closed on April 12, 2021.

04.20.2021 EAST ELEVATION

WEST ELEVATION

NORTH ELEVATION

NOTE: RESORTS WORLD CASINO - HUDSON VALLEY ALL PROPOSED SIGNS ARE INTERNALLY LIT USING LED EXTERIOR ELEVATIONS 04.20.202104.20.020204.13.02021 WARNING: GENERAL NOTES: IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 1. SHOULD THE GC ENCOUNTER ANY POTENTIAL LICENSED ARCHITECT, TO ALTER ANY ITEM ON THE PLANS IN ASBESTOS MATERIALS, PCB OR OTHER TOXIC ANY WAY. IF ALTERATIONS TO THESE PLANS ARE MADE, THE SUBSTANCES, THE CONTRACTOR SHOULD REPORT ALTERATION SHALL BE MADE IN ACCORDANCE WITH ARTICLE THE FINDINGS IMMEDIATELY IN WRITING TO THE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION OWNER, PRIOR TO CONTINUING WITH ANY WORK IN LAW. THE AREA. WORK SHALL NOT BE RESUMED EXCEPT BY WRITTEN AUTHORIZATION OR AGREEMENT FROM ã WILLIAM B. TABLER ARCHITECTS-2021 OWNER.

NEW SIGNAGE 2. ALL EXISTING HVAC EQUIPMENT, PLUMBING, DRAIN 8 7 6 5 4 3 NEW FINISH ON 2 NEW FINISH ON 1 AND FIRE PROTECTION LINES SHALL REMAIN UNLESS 16'-0" EXISTING EXISTING NOTED OTHERWISE OR PRESENT A CONFLICT WITH 43'-6" NEW SIGNAGE FACADE, TYP. FACADE, TYP. THE NEW CONSTRUCTION. EXTENSION AND REWORKING OF THESE LINES IS RESPONSIBILITY OF THE GC. CONTRACTOR SHALL VERIFY EXISTING ITEMS WITH ARCHITECT / ENGINEER / DESIGNER. 3'-10" CASINO COORDINATE WITH PROPERTY PRIOR TO INTERFERING WITH EXISTING UTILITIES.

9'-0" 3. TERM "INSTALL" MEANS "INSTALL OWNER FURNISHED ITEMS." TERM "PROVIDE" MEANS "FURNISH AND INSTALL."

22'-0" V.I.F. 4. SEE DRAWING T-001 FOR LEGEND, ABBREVIATION AND SCOPE OF WORK.

5. SEE DRAWING G-001 FOR GENERAL NOTES, DEMOLITION NOTES AND FINISH NOTES.

6. SEE DRAWING G-002 FOR A.D.A. NOTES. NEW STOREFRONT AT EXISTING OPENING 7. SEE DRAWING G-003 FOR WALL TYPES. MALL ENTRY (NIS) PROPOSEDMAIN ENTRANCE EAST ELEVATION -1 8. SEE DRAWING G-004 FOR PARTITION DETAILS.

9. SEE DRAWING G-005 FOR DOOR SCHEDULE AND DETAILS. 1 FRONT ELEATIONELEVATION (EAST) (EAST) A-301 SCALE: 3/32"=1'-0" 10. ALL EGRESS ROUTES TO REMAIN OPEN & ACCESSIBLE DURING CONSTRUCTION.

L K H NEW FINISH ON G F E D C B A.5 A EXISTING LED LIGHT, TYP. FACADE, TYP.

NO. DATE

OWNER Resorts World Casino 110-00 ROCKAWAY BOULEVARD, JAMAICA, NY 11420 TEL: (888) 888-8881 WWW.RWNEWYORK.COM/NEW-YORK-CASINO

ARCHITECT OF RECORD

EXISTING DOWN SPOUT TO REMAIN, TYP. NEW ARMOR CAR GARAGE EXISTING DOWN SPOUT TO REMAIN, TYP.

158 W 29TH STREET NEW YORK, NY 10001 TEL: 212 563 6960 WWW.WILLIAMTABLER.COM

CONSULTING ARCHITECT 2 SIDE ELEATIONELEVATION (NORTH) (NORTH) A-301 SCALE: 3/32"=1'-0" LUCAS architecture & planning SIGNAGE NOTES: 25 lLAFAYETTE AVENUE KINGSTON, NY 124001 TEL: 845-339-4069 AS PER TOWN OF NEWBURGH CODES §185-14.1. SIGN INDTERIOR DESIGN REGULATIONS FOR SHOPPING CENTERS:

EAST ELEVATION: 2 SF x (220+40) LF = 2 x 260 = 520 SF > (Resorts World Casino Logo) 391 + ("CASINO") 60 = 461 SF (Comply) 43-40 34TH STREET CITY, NY 11101 WEST ELEVATION: TEL: 718 383 2225 WWW.DASHDESIGN.NET 1 SF x (220+40) LF = 2 x 260 = 260 SF = 260 SF (Comply) MECHANICAL/ELECTRICAL/PLUMBING ENGINEER Southport 1 2 3 NEW FINISH ON 4 5 6 7 8 Engineering Associates, PC EXISTING 33'-6" 11 BAILEY AVENUE RIDGEFIELD, CT 06877 FACADE, TYP. NEW SIGNAGE EXTERIOR NOTES: TEL: 203 431 6844 FAX: 203 431 6877 STRUCTURAL ENGINEER 1. ALL PROPOSED SIGNS ARE INTERNALLY LIT DESIMONE CONSULTING ENGINEERS USING LED 7'-9" 29 B55 CHURCH STREET, 4TH FLOOR NEW HAVEN, CT 06510 TEL: 203 495 8270 x1514 WWW.DE-SIMONE.COM LIGHTING DESIGNER

KITCHEN CONSULTANT LED LIGHT, TYP. i LOADING DOCK MALL ENTRY (NIS) K iKITCHEN CONCEPTS FOODSERVICE DESIGN / LAUNDRY SERVICE / RESTAURANT DESIGN / SUBMITTAL WORK / FABRICATION SHOP DRAWINGS C 8300 Crystal Lane, North Richland Hills Tx., 76182 Office: 817.500.9981 - Fax: 817.945.9860 3 BACKBACK ELEATIONELEVATION (WEST) (WEST) TEL: 917 814 4712 AV CONSULTANT A-301 SCALE: 3/32"=1'-0"

2 A-301

KEY PLAN:

EXIST. REIN.CONC. PAD

COMPACTOR 6 TRENCH DRAIN

EXIST. REIN.CONC. A-301 DOLLY PAD

DELIVERY

EXIST. T.O. SLAB +0'-0"

EXIST. T.O. SLAB +0'-0" NEW RAISED FLOOR +8"

NEW RAISED FLOOR +8"

NEW RAISED FLOOR +8"

NEW RAISED FLOOR +8"

NEW RAISED FLOOR A A.5 B MJ MA K L +8" 1 NEW MOTION 21'-6" 17'-10" 40'-0" 39'-4" SENSOR FLOOD NEW FINISH ON RECORD SET: ROOF LINE LIGHT EXISTING FACADE, TYP. OGS PROJECT # SDXXX

NEW RAISED CONC. 3 +8" 1 NEW FINISH ON A-301 A-301

NEW RAISED FLOOR EXISTING +8"

EXIST. T.O. SLAB +0'-0" PROJECT FACADE, TYP.

CHARGING STATION RESORTS WORLD 22'-0" V.I.F. 22'-0" V.I.F.

FILES HUDSON VALLEY 1401 NY-300 Newburgh, NY 12550

DRAWING TITLE:

NEW EGRESS DOOR LED LIGHT, TYP. NEW ARMOR CAR GARAGE LED LIGHT, TYP. OVERALL BUILDING ELEVATIONS

4 SIDE ELEATIONELEVATION (SOUTH) (SOUTH) 5 SIDE ELEATIONELEVATION (SOUTH) (SOUTH) 6 ARMOR GARAGE ELEATIONELEVATION (EAST) (EAST) A-301 SCALE: 3/32"=1'-0" A-301 SCALE: 3/32"=1'-0" A-301 SCALE: 3/32"=1'-0" SEAL & SIGNATURE DATE:XXXXX SCALE: AS NOTED PROJECT No: 4 5 DRAWN BY: A-301 A-301 DWG No. A-301.00 0 PROGRESS PRINT KEY PLAN JOB No: SHEET No: A-301 SCALE: NONE 04.20.2021 X 0F XX M31 7 8 6 5 2 4 3 1

8" 39'-4" 30'-0" 30'-0" 30'-0" 220'-0" 30'-0" 30'-0" 29'-4" 8" MALL ENTRANCE CANOPY BELOW A A A-202 1 ACCU 21'-6" ROOF PLAN SCALE: SL (N) 39'-4" 1/16"=1'-0" A.5 A.5 = RTU-12 = +14" +14" 65" 51" 65" 51" TOTAL UNIT CURB TOTAL UNIT 17'-10" CURB (N) (N) RTU-11 (N) SL ACCU SL RS B B V RD MJ EF +30" 100" (N) (N) ACCU RTU-13 RTU-13 ACCU 70" ACCU RTU-13 CURB TOTAL UNIT (N) EF (N) 40'-0" = SL EF (N) MH (N) (N) (N) ACCU ACCU ACCU RS C C (N) GN V V (N) (N) ROOF SCUTTLE (N) CRCU CRCU (N) (N) CRCU CRCU CRCU CRCU (N) (N) RD (N) 40'-0" EF (N) SL MG (EX) RTU 17 HIGH POINT OF ROOF SL D D +30" = = +14" RTU-10 SC 65" 51" 122" 92" RTU-1 DUNNAGE RTU GM (N) TOTAL UNIT CURB UNIT TOTAL +30" = (N) MF 122" 92" RTU-4 DUNNAGE UNIT (N) TOTAL 40'-0" = +14" 65" 51" RTU-14 SC TOTAL UNIT CURB (N) ME GN RD RS EXISTING MALL SKYLIGHT (N) E E SC SL SL 360'-0" 40'-0" RTU 15 F F +30" (N) RTU-5 = MD SL 122" 92" DUNNAGE MALL ROOF UNIT TOTAL ACCU EXISTING CURB (N) SL SC +30" ACCU = 40'-0" (N) 122" 92" (N) DUNNAGE V RTU-2 (N) ACCU UNIT TOTAL SL (N) (N) NEW ROOF MC EF G G +30" SC = RTU-6 EF RTU 16 122" (N) 92" DUNNAGE UNIT TOTAL RD 40'-0" SL SL EF (N) MB RS RD H H +30" = 122" RTU-3 92" (N) DUNNAGE UNIT TOTAL CAN TO DRAINS, TYP. EF 40'-0" MA +30" = ACCU 122" 92" (N) DUNNAGE UNIT ACCU TOTAL RTU-7 (N) (N) ACCU RS K K MALL ENTRANCE CANOPY BELOW (N) SC RD SL SL 39'-4" = +14" = 56" 42" +14" 56" 42" RTU-9 TOTAL UNIT CURB TOTAL UNIT CURB RTU-8 EF (N) SL SL (N) (N) L L 8" CANOPY BELOW CASINO ENTRANCE 7 8 6 5 2 4 3 1 N ROOF LEGEND: 10. 1. GENERAL NOTES: 7. 3. 9. 8. 6. 5. 2. 4. CRAU ACCU RTU RS SL SC EF V (EX) (N) INSTALL." ITEMS." TERM "PROVIDE" MEANS "FURNISH AND DURING CONSTRUCTION. DETAILS. DEMOLITION NOTES AND FINISH NOTES. REWORKING OF THESE LINES IS RESPONSIBILITY NOTED OTHERWISE OR PRESENT A CONFLICT WITH COORDINATE WITH PROPERTY PRIOR TO INTERFERING OWNER. OWNER, PRIOR TO CONTINUING WITH ANY WORK IN SEE DRAWING G-005 FOR DOOR SCHEDULE AND SEE DRAWING G-004 FOR PARTITION DETAILS. SEE DRAWING G-003 FOR WALL TYPES. SEE DRAWING G-002 FOR A.D.A. NOTES. SEE DRAWING G-001 FOR GENERAL NOTES, SCOPE OF WORK. SEE DRAWING T-001 FOR LEGEND, ABBREVIATION AND SUBSTANCES, THE CONTRACTOR SHOULD REPORT SHOULD THE GC ENCOUNTER ANY POTENTIAL TERM "INSTALL" MEANS "INSTALL OWNER FURNISHED THE GC. CONTRACTOR SHALL VERIFY EXISTING ITEMS THE NEW CONSTRUCTION. EXTENSION AND THE AREA. WORK SHALL NOT BE RESUMED EXCEPT BY THE FINDINGS IMMEDIATELY IN WRITING TO WITH EXISTING UTILITIES. WITH ARCHITECT / ENGINEER DESIGNER. WRITTEN AUTHORIZATION OR AGREEMENT FROM ALL EGRESS ROUTES TO REMAIN OPEN & ACCESSIBLE AND FIRE PROTECTION LINES SHALL REMAIN UNLESS ALL EXISTING HVAC EQUIPMENT, PLUMBING, DRAIN ASBESTOS MATERIALS, PCB OR OTHER TOXIC EXISTING NEW HVAC UNIT - SEE MECHANICAL DWG's ROOF TOP UNIT - SEE MECHANICAL DWG's SLOPE TO DRAIN VENT RELIEF SCUPPER SCUPPER EXHAUST FAN PROGRESS PRINT AREA NOT IN CONTRACT 04.20.2021 DESIMONE CONSULTING ENGINEERS 110-00 ROCKAWAY BOULEVARD, CONSULTING ARCHITECT ARCHITECT OF RECORD 158 W 29TH STREET 11 BAILEY AVENUE TEL: (888) 888-8881 ã TEL: 212 563 6960 TEL: 203 431 6844 1401 NY-300 Newburgh, NY 12550 AV CONSULTANT KITCHEN CONSULTANT LIGHTING DESIGNER STRUCTURAL ENGINEER MECHANICAL/ELECTRICAL/PLUMBING ENGINEER TEL: 917 814 4712 TEL: 203 495 8270 x1514 29 B55 CHURCH STREET, 4TH FLOOR TEL: 718 383 2225 TEL: 845-339-4069 25 lLAFAYETTE AVENUE 43-40 34TH STREET KEY PLAN: NO. OWNER 145-SUBSECTION IT FOR INDTERIOR DESIGN LAW. LICENSED SEAL & SIGNATURE DRAWING TITLE: PROJECT RECORD SET: ALTERATION ANY WARNING:

IS WILLIAM B. TABLER ARCHITECTS-2021

ANY WAY. A

VIOLATION

PERSON,

OGS PROJECT # SDXXX ARCHITECT, i Southport IF Resorts World Casino K

C SHALL ALTERATIONS Engineering Associates, PC RESORTS WORLD

HUDSON VALLEY 7209 ROOF PLAN

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KITCHEN

THE OF

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8300 Crystal Lane, North Richland Hills Tx., 76182

WWW.RWNEWYORK.COM/NEW-YORK-CASINO THE ACTING ALTER NEW

Office: 817.500.9981 - Fax: 817.945.9860 TO

IN

NEW THESE YORK

A-203.00 SCALE: JOB No: DWG No. DRAWN BY: PROJECT No: DATE:

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WWW.WILLIAMTABLER.COM THE

STATE WWW.DASHDESIGN.NET ON

WWW.DE-SIMONE.COM NEW HAVEN, CT 06510 EDUCATION

RIDGEFIELD, CT 06877 ARE DIRECTION KINGSTON, NY 124001

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WITH THE JAMAICA, NY 11420 SHEET No:

FAX: 203 431 6877

EDUCATION MADE,

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OF LAW THE

IN A PROJECT LOCATION MAP

…

(NOT SHOWN TO SCALE)

707 Westchester Avenue, Suite 304, White Plains, NY 10604 T: 914.323.7400 F: 914.323.7401 www.langan.com 2018 Langan © Filename:\\langan.com\data\WPW\data5\190044501\Project Data\_Discipline\Survey\CAD\Existing\190044501-V-EX0101.dwg Date: 4/22/2021 Time: 07:52 User: swaldemer Style Table:Langan.stb Layout:VL101 COPYRIGHT © 2021 by JMC All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted in any form or by means, electronic, mechanical, photocopying, recording or otherwise, without the prior written permission of JMC PLANNING, ENGINEERING, LANDSCAPE ARCHITECTURE & LAND SURVEYING, PLLC | JMC SITE DEVELOPMENT CONSULTANTS, LLC | JOHN MEYER CONSULTING, INC. (JMC). Any modifications or alterations to this document without the written permission of JMC shall render them invalid and unusable.

INTERSTATE ROUTE 84

(R.O.W. VARIES) RAMP 84 ROUTE INTERSTATE EXISTING NEWBURGH MALL

(R.O.W. VARIES)

UNION AVENUE

(R.O.W. VARIES) NEW YORK STATE THRUWAY

(R.O.W. VARIES) REOCCUPY EXISTING PROPOSED CASINO MALL SPACE WITH (± 90,000 S.F.)

MEADOW HILL ROAD (R.O.W. VARIES)

EVERGREEN TREES TI PLANT SCHEDULE QTY 45 BOTANICAL NAME Thuja x `Green Giant` Green Giant Arborvitae COMMON NAME SIZE 8` - 10` HT. ROOT COND. B & REMARKS OF A LICENSED PROFESSIONAL ENGINEER OR LICENSED LAND EXCEPT AS PROVIDED FOR BY YORK STATE EDUCATION LAW, SECTION 7209, SUBSECTION 2. SURVEYOR IS A VIOLATION OF REPORTS BEARING THE SEAL SPECIFICATIONS, PLATS AND ANY ALTERATION OF PLANS, SECTION 7209 OF THE NEW Drawing No: Project No: Date: Scale: Drawn: APPLICANT: No. Revision Date By Approved: ARCHITECT:

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