Planning Board Meeting & Work Session — 2026-01-06 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chairperson Town Supervisor Thomas A. Bianchi, Vice-Chairperson Town Hall, 1 Heady Street Richard H. Becker, MD Cortlandt Manor, NY 10567 Nora Hildinger Main #: 914-734-1080 Town Board Kevin Kobasa Fax #: 914-788-0294 James F. Creighton Peter McKinley Cristin Jacoby Jeff Rothfeder Planning Staff email: Robert Mayes Karen Timko, Alternate chrisk@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate TO JOIN THE MEETING REMOTELY USE THE ZOOM LINK BELOW: https://us02web.zoom.us/j/87467128490?pwd=aaflDFSXw3pJTbeaKlyJqhTkxRXDvl.1 WORK SESSION……………………………………………………..…JANUARY 6, 2026 6:00 PM 1. Discuss January 6, 2026 Regular Planning Board Meeting Agenda. MEETING AGENDA………………………………………………….……... PLANNING BOARD TOWN OF CORTLANDT 6:30 TUESDAY EVENING* JANUARY 6, 2026 1. PLEDGE TO THE FLAG 2. ROLL CALL 3. CHANGES TO THE AGENDA BY MAJORITY VOTE 4. ADOPTION OF THE MINUTES OF THE MEETING OF DECEMBER 2, 2025 5. CORRESPONDENCE PB 2023-5 a. Letter dated December 23, 2025 from David Steinmetz, Esq. requesting the 8th, 90-day time extension of Final Plat Approval for the Evergreen Subdivision located at 2003 Crompond Road. 6. RESOLUTIONS PB 2025-14 a. Application of Teatown Lake Reservation Inc. for renewal and modification of a Special Permit for a Private Nature Preserve to conduct summer camp programs and weekday public programs and for a Tree Removal permit to implement a meadow management plan at Cliffdale Farm for property located on the north side of Teatown Road, approximately 3,000 feet east of Quaker Ridge Road. (see prior PB’s 10-10, 5-15, 2020-14) PB 2025-3 b. Application of 77 Montrose Station, LLC for Preliminary Plat approval and for Tree Removal and Steep Slope Permits for a proposed 3-lot major subdivision of an approximately 9.7-acre parcel of property located at 77 Montrose Station Road. Drawings latest revised dated November 20, 2025. Page 2 PB 2024-6 c. Application of Richard Williams, P.E., on behalf of JAM Storage, LLC, for the property of Francisco Portillo, for Site Plan Approval and for Wetland, Steep Slope and Tree Removal permits for the construction of an approximately 60,000 sq. ft. self-storage facility and related site improvements for property located at 2059 Albany Post Rd. Drawings latest revised October 23, 2025. 7. PUBLIC HEARING (ADJOURNED FROM NOVEMBER MEETING) PB 2025-7 a. Public Hearing: Application of the Yeshiva Ohr Hameir for Site Plan approval, an amended Special Permit for a University, College or Seminary and a Wetland Permit for a proposed 51,730 sq. ft. dormitory building, the repurposing of other buildings on site, and site improvements including stormwater, landscaping and building façade renovations located at the existing Yeshiva Ohr Hameir campus at 141 Furnace Woods Rd. Drawings latest revised December 17, 2025. (see prior PB 7-09) 8. PUBLIC HEARING (NEW) PB 2025-5 a. Public Hearing: Application of VS Construction Corp. for Site Plan approval and for Tree, Wetland and Steep Slope permits for a proposed 96,850 sq. ft. Assisted Living Facility located in the Medical Oriented District (MOD) at 2003 Crompond Road. Drawings latest revised November 20, 2025. 9. OLD BUSINESS PB 2025-17 a. Application of 2051 Cortlandt Holding, LLC for Amended Site Plan approval for the addition of 5 parking spaces at the existing gas station located at 2051 E. Main St. Drawing latest revised December 22, 2025. (see prior PB 2019-1) PB 2025-8 b. Application of BEB Capital, LLC for the property of Skyview/Westview LLC and Eastview/Southview, LLC for Site Plan approval, a Residential Reuse Special Permit (RRUSP) and for Tree Removal and Steep Slope permits for a proposed 70-unit residential development located on E. Main St. (Route 6), Regina Avenue and Lexington Ave. Drawings latest revised December 23, 2025. 10. ADJOURNMENT Next Regular Meeting; TUESDAY, FEBRUARY 3, 2026 at 6:30* PM Agenda information is also available at www.townofcortlandt.com * Regular meeting will begin at the conclusion of the work session 2|Page Page 3 David S. Steinmetz david@zarin-steinmetz.com Also admitted in DC December 23, 2025 Via Town’s Online Application Portal (ID No. PBCK-23-13) Hon. Steven Kessler Chairperson of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, New York 10567 Re: Evergreen Manor Application for Preliminary and Final Subdivision – extension request 2003 Crompond Road, Section 33.12 Block 2 Lots 1, 7 & 8 (the “Property”) Dear Chairperson Kessler and Members of the Planning Board: As you all know, our Firm represents VS Construction Corp. (the “Applicant” or “VS Construction”), owner of the above-referenced Property in connection with the Town’s Medical Oriented District (“MOD”). We received Final Subdivision Plat approval from your Board in 2023. We are now approaching the expiration of that approval and we hereby request a further extension. Our clients and engineering team have been working with the Town and County to finalize the utilities, including storm water and sewer design, and related details, such that the County can indeed sign off on the Plat Map. That process is not yet complete, although we do expect it to be done shortly. We look forward to appearing before your Board at your January 2026 meeting. In the meantime, please do not hesitate to contact us with any questions. Respectfully submitted, ZARIN & STEINMETZ LLP David S. Steinmetz By: David S. Steinmetz Brian T. Sinsabaugh Phone: (914) 682-7800 81 Main Street, Suite 415 White Plains, New York 10601 www.zarin-steinmetz.com Page 4 Cortlandt Planning Board December 23, 2025 | Page 2 Copied (via email): VS Construction Corp. DTS Provident Design Engineering, LLP Michael Cunningham, Esq. Chris Kehoe, AICP Page 5 DRAFT TOWN OF CORTLANDT RESOLUTION NO. 1-26 PLANNING BOARD PB 2023-5 WHEREAS, the application of VS Construction Corp. for Preliminary and Final Plat approval pursuant to Sections 276 and 277 of the New York State Town Law and Chapter 265 (Subdivision Regulations) of the Town of Cortlandt Code for a proposed 2-lot major subdivision of an approximately 28.6-acre parcel of property and for a Wetland Permit pursuant to Chapter 179, a Tree Removal pursuant to Chapter 283 and a Steep Slope Permit pursuant to Chapter 259 of the Town of Cortlandt Code only for the proposed .958 acre road parcel as shown on a drawing entitled “Subdivision of Property prepared for V.S. Construction Corp.” prepared by Daniel Merritts, P.L.S. latest revision dated October 23, 2023 and as shown on an 11 page set of improvement drawings entitled “2003 Crompond Road, Subdivision Application” prepared by Gerhard Schwalbe, P.E. latest revision dated November 1, 2023 was approved on November 8 , 2023 by PB Res. 15-23, and WHEREAS, the subject properties are located on the south side of Crompond Road (Route 202) east of Lafayette Avenue and west of Tamarack Drive, are zoned MOD, Medical Oriented District and designated on the Town of Cortlandt Tax Maps as Section 33.12, Block 2, Lots 1, 7 & 8, and WHEREAS, by Resolutions 4-24, 7-24, 12-24, 2-25, 10-25, 15-25 & 19-25 the Planning Board previously granted seven, 90-day time extensions of Final Plat approval, and WHEREAS, by a letter dated December 23, 2025 David Steinmetz, Esq. requested the 8th, 90-day time extension of Final Plat approval for the subject application in order to continue to meet the conditions of said approval. NOW THEREFORE BE IT RESOLVED that the request of David Steinmetz, Esq. for the 8th, 90-day time extension of Final Plat approval is hereby APPROVED, said extension to expire on April 30, 2026. TO BE CONSIDERED FOR ADOPTION: JANUARY 6, 2026 1 Page 6 Page 7 Page 8 Page 9 Page 10 Page 11 Page 12 Page 13 Teatown Lake Reservation Cliffdale Special Use Permit Renewal Request Replanting Plan As part of Teatown’s overall meadow management and in response to Teatown’s Special Use Permit Renewal and Site Plan Amendment, Teatown Stewardship Staff have proposed the following Replanting Plan for Cliffdale. Site 1 – Tree Removal and Seed Installation After removal of the 48 trees along the hedgerow, stewardship staff will remove invasives and reseed with a native meadow mix featuring the following species: Bergamot (Monarda fistulosa) Butterfly Weed (Asclepias tuberosa) Common Milkweed (Asclepias syriaca) Joe Pye Weed (Eupatorium fistulosum) Switch Grass (Panicum virgatum) Little Bluestem (Schizacharium scoparium) The seeding will be approximately 0.75 acres (16 lbs. of seed mix) along the hedgerow and will be a mix of seed purchased from Hanover Hilltop and Ernst Conservation Seed. Site 2 – Meadow Seed Mix and Plug Installation As part of Teatown’s ongoing Meadow management 1.5 acres of seeds (32 lbs. of seed mix) and a mix of native plugs will be installed within the meadow near the hedgerow. The seeding and plugs will consist of the same species proposed in Site 1 and will be sourced from Hanover Hilltop and Ernst Conservation Seed along with Teatown’s own plant propagation program. Site 3: Tree and Shrub Planting Approximately 50 native shrubs and 50 native trees will be planted in an area where Teatown has already begun forest regeneration. Building off a Regeneron volunteer day last year where 65 trees and shrubs were planted, Teatown will add an additional 100 saplings and shrubs to the area. Tree and shrub selection will be determined by the seasonal availability of species offered through the DEC Spring Seedling Sale. Sizes will vary from bareroot seedlings to 1 gallon depending on availability. Page 14 The following species are proposed: Trees Quercus rubra (Northern red oak) Quercus alba (White oak) Acer rubrum (red maple) Carya glabra (Shagbark hickory) Cornus florida (Flowering dogwood) Shrubs Hamamelis virginiana (Witch-hazel) Carpinus caroliniana (Muscle wood) Page 15 Proposed Revegetation Plan Page 16 Tax Lot 44.17-2-18 N/F Catherine Gonzalez SUBDIVISION & SITE DEVELOPMENT PLAN Cortlandt 77 MONTROSE STATION, LLC TR AV I d) S ee y) SITE LN RD 5 '(D urve IO N 3 S AT 7. 3'( ST 67 5.7 SE 68 N 50 RO NT O M ° 49 TOWN OF CORTLANDT ' 50" Tax Lot 44.17-2-1 WESTCHESTER COUNTY, NEW YORK N/F Michael Simmon W & Jennifer Budner 138 Wire Fence OA KR .29' D L RD GE HIL COLLE Frame Shed riv e LOCATION MAP SCALE: 1" = 600' lD ve GENERAL NOTES G ra 1. PARCEL TAX MAP DESIGNATION: SECTION: 44.17, BLOCK: 1, LOT(S): 6 & 11 2. TOTAL AREA OF EXISTING LOTS: 423,713 SQ. FT. (9.73 ACRES). e EXISTING LOT 6: 42,058 (0.97 ACRES) Lin EXISTING LOT 11: 381,655 SQ. FT. (8.76 ACRES). o ng e Al riv 3. SURVEY INFORMATION SHOWN HEREON IS BASED ON A SURVEY PREPARED BY TC MERRITTS LAND SURVEYORS ENTITLED lly D era "PRELIMINARY MAP PREPARED FOR STEVE GIORDANO BUILDERS, INC." DATED JULY 12, 2024, LAST REVISED AUGUST 28, 2024. en lt Tax Lot 44.17-1-12 Tax Lot 44.17-1-9 & 10 sG ha N/F Eugine M. Cesar-Fabian 4. TOPOGRAPHY SHOWN HEREON IS BASED ON DATA DOWNLOADED FROM THE WESTCHESTER COUNTY GIS WEBSITE. N/F Thomas H. Hintze ne sp EX & Marie Fabian Irrevocable Trust t o A IS tS RE 5-BD TIN en SI R G 5. PARCEL IS LOCATED IN THE FOLLOWING DISTRICTS: itt DE M m NC - TOWN OF CORTLANDT R-80 (SINGLE-FAMILY RESIDENTIAL) ZONING DISTRICT er E - HENDRICK HUDSON SCHOOL DISTRICT Int - CORTLANDT CONSOLIDATED WATER DISTRICT l al 88 - MONTROSE FIRE DISTRICT ' W EX e 19.87' W GA IST 6. PARCEL IS LOCATED IN THE HUDSON RIVER WATERSHED. 00 " on RA ING 43 ' St GE ° 20 ENGINEER'S NOTES S 50 0 25 50 375.00' Stone Wall e 1. THERE SHALL BE NO MODIFICATION TO ANY ASPECT OF THIS PLAN WITHOUT CONTACTING THE DESIGN ENGINEER. m e a g Fr ara G 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES, RULES & 50' Wide Right of Way REGULATIONS. Per Deed Liber 2120, Page 12 50' SCALE: 1" = 50 FT. 3. IT IS THE OWNERS RESPONSIBILITY TO INSURE THAT ALL IMPROVEMENTS ARE PLACED ON MATERIAL WITH A SUITABLE BEARING CAPACITY. N 36° 13' 00" W 4. CONTRACTOR TO VERIFY DEPTH & LOCATION OF ALL UTILITIES INCLUDING WATER, SEWER, DRAINAGE, GAS, TELEPHONE, Tax Lot 44.17-1-9 & 10 OWNER/APPLICANT e N/F Thomas H. Hintze riv ELECTRIC & CABLE PRIOR TO START OF WORK. Irrevocable Trust lt D ll e ha SPECIAL NOTES a riv W tD p al 77 MONTROSE STATION, LLC As e on ph 1. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE MEANS AND METHODS NEEDED TO PERFORM THE Edge of Drive St As 1340 BAPTIST CHURCH ROAD CONSTRUCTION/EXCAVATION, ET AL, OPERATIONS SHOWN HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR West 3.00'+/- 54 ' YORKTOWN HEIGHTS, NY 10598 TO PROVIDE A SAFE WORKING ENVIRONMENT AND PROVIDE THE MEANS AND METHODS TO PERFORM THE NECESSARY 2. 10 TASKS. NOTHING ON THESE PLANS SHALL OBLIGATE THE DESIGN ENGINEER AS TO THE MEANS AND METHODS TO PERFORM Tax Lot 44.17-1-11 THE TASKS ASSOCIATED WITH THE APPROVED DESIGN PLANS. THOSE OBLIGATIONS AT ALL TIMES REMAIN WITH THE CONTRACTOR(S). sphalt Drive 24 1. S 25° 44' 00" E (Survey) 67 ' · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT S 26° 00' 00" E (Deed) IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 97.87' 68 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF .2 6' ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS PROPOSED LOT 1 Remains of A 245,821 SF SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE SITE CAPACITY ANALYSIS DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2025" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. · AUTHORIZATION No. 028856 PROPOSED LOT LINES TYP. N 51° 26' 00" E ZONING DISTRICT R-80 36.28' REVISIONS N 35° 22' 00" W 60.40' LOT # SEC: 44.17, BLOCK: 1, LOT: 6 + 11 PROPOSED LOT LINES TYP. R=293.51' 1 5' L=112.50' 0. TOTAL APPROXIMATE GPA IN ZONE 423,713 SF 9.73 AC 29 NOVEMBER 20, 2025 2 LABELLA COMMENTS DATED 10-07-2025 Stone Wall WETLAND (WWW) 0 SF 0 AC S 31° 51' 50" W (Survey) 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 50% OF 100' WETLAND BUFFER AREA 0 SF 0 AC S 31° 35' 50" W (Deed) 126.49' (Survey) PROPOSED LOT 3 # REASON DATE SLOPES > 20% (SS) 140,085 SF 3.22 AC DECK 97,001 SF 135.26 (Deed) MUNICIPAL TAX IDENTIFICATION: Tax Lot 44.17-1-16 NYSDEC WETLAND (FW) 0 SF 0 AC d e osed riv N/F Reid Gearhart 171.00' 0' xp SECTION: 44.17 100 YEAR FLOODPLAIN (FD) 50.0 E lly gat e tD PROPOSED & Tiziana Mohorovic al 0 SF 0 AC rtia rru ASPHALT Pa " Co Pipe h BLOCK: 1 336.83' Deed Liber #12229, TOTAL CONSTRAINED AREA 0 SF 0 AC 10 etal sp DRIVEWAY Page #339 M ll A a LOT: 6 & 11 W e WALKWAY SUBLOT: ----- on e PARCEL AREA AFTER CONSTRAINTS 283,628 SF 6.51 AC t lt Driv S RO DRAWN BY: AD 10% OF PARCEL AREA AFTER CONSTRAINTS N.A. N.A. Aspha NET PARCEL AREA (NPA) 283,628 SF 6.51 AC RO CHECKED: KS/PMB PROJECT: 77 MONTROSE STATION RD N 35° 42' 00" W R-80 RESIDENTIAL DENSITY PERMITTED 50' Wide Right of Way DECK 243.86' (D vey) eed) 3.55 LOTS = 3 LOTS MAX Per Deed Liber 2120, Page 12 EXPIRATION DATE: 03-31-2027 DATE: JANUARY 22, 2025 ur (80,000 SF. / LOT MIN. REQUIRED) 243.23' (S PROPOSED LOT 2 PATRICK M. BELL, P.E. 80,891 SF PROPOSED JOB #: 240601 LICENSE #087679 SM ASPHALT DRIVEWAY RO Tax Lot 44.17-1-6 199.48' Tax Lot 44.17-2-3 N/F Anne Sumers WALKWAY CRONIN 108.96' Deed Control # SM SM Stone Wall 442250322 ENGINEERING ive SM SM lt Dr Frame N 50° 37' 00" E RO PROFESSIONAL ENGINEERING & CONSULTING ha 40" E N 36° 57' 00" W Shed 41.26' WO (914) 736-3664 Asp SM S 28° 14' RO Stone Wall 153.35' Stone Wall 127.92' Guy N 55° 43' 00" E N 56° 26' 00" E SITE LOCATION N 31° 21' 00" E Wire 182.80' N 60° 15' 00 "E Properties Not Contiguous 39 Arlo Lane N 53° 26' 00" E 36.37' N 42° 45' 00" E 91.39' lt N 53° 38' 00" E Drain Inlet Rim=145.17 Stone Wall - Overlap Exists Cortlandt Manor, New York 10567 23.03' N 37° 28' 00" E l l A s phaStone 60.82' MONTROSE STATION ROAD 33.36' Wa eo f Masonry Edge of Asphalt ne Edg Pier Edge of Asphalt Stone Sto al t Retaining o f Asph COVERSHEET Wall e Edg LIST OF DRAWINGS SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED SUBDIVISION & SITE DEVELOPMENT PLAN PROPOSED SUBDIVISION LAYOUT CS-1.1 1 OF 7 COVERSHEET 1/22/2025 11/19/2025 FOR SCALE: 1" = 50' EX-2.1 2 OF 7 EXISTING CONDITIONS / TREE REMOVAL PLAN 1/22/2025 11/19/2025 77 MONTROSE STATION, LLC SP-3.1 3 OF 7 PRELIMINARY SUBDIVISION PLAT 7/22/2025 11/19/2025 TOWN OF CORTLANDT ZONING MAP UTILITY + GRADING PLAN / NTS UG-4.1 4 OF 7 1/22/2025 11/19/2025 INTEGRATED PLOT PLAN LOCATION: UTILITY + GRADING PLAN / 77 MONTROSE STATION ROAD UG-4.2 5 OF 7 11/19/2025 11/19/2025 PROFILES TOWN OF CORTLANDT, NEW YORK EROSION CONTROL + TREE PLAN / ESC-4.1 6 OF 7 1/22/2025 11/19/2025 CONSTRUCTION DETAILS CD-5.1 7 OF 7 CONSTRUCTION DETAILS 1/22/2025 11/19/2025 SHEET 1 OF 7 CS-1.1 Page 17 SLOPE ANALYSIS ) ed ) SOILS TABLE '( De rvey 35 Su SLOPE RANGE AREA (SF) 7 7. 73'( 6 5. TREE REMOVAL AND PROTECTION NOTES N 50 242,000 SOIL PERCENT 68 0 - 15% SOIL NAME SYMBOL OF LOT ° 49 1) ALL REMOVAL OF TREES ON PROPERTY ARE TO BE MINIMIZED AND SHOULD BE TAGGED BY THE APPLICANT AND INSPECTED BY THE TOWN OF CORTLANDT PRIOR TO CUTTING. TREE WELLS SHOULD BE CONSTRUCTED AROUND 15% - 30% 131,063 ' 50" ALL TREES THAT COULD BE IMPACTED AS A RESULT OF CUTTING AND FILLING. CrC CHARLTON-CHATFIELD COMPLEX, 58% Tax Lot 44.17-2-1 > 30% 50,650 0 TO 15% SLOPES, VERY ROCKY N/F Michael Simmon Cortlandt W 2) ALL TREES DESIGNATED FOR PRESERVATION SHALL BE CLEARLY MARKED WITH A BRIGHT COLORED RIBBON OR & Jennifer Budner OTHER EASILY DISCERNIBLE METHOD. CHATFIELD-HOLLIS-ROCK TR ' CuD OUTCROP COMPLEX, 15 TO 35 25% .35 AV IS 3) PERCENT SLOPES SITE 84 TREES TO BE PROTECTED SHALL BE PROVIDED WITH FENCING OR TRUNK ARMOR AS DETAILED ON THIS PLAN. LN RD ALL TREE PROTECTION METHODS SHALL CONFORM TO CHAPTER 5.190 OF THE WESTCHESTER COUNTY " BEST TREE TABLE IO N 138 AT MANAGEMENT PRACTICES MANUAL SERIES FOR EROSION AND SEDIMENT CONTROL", 1991. THESE GUIDELINES CHATFIELD-HOLLIS-ROCK Wire Fence ST Stone Wall 9% SE CtC OUTCROP COMPLEX, 0 TO 15 RO .2 9 ' SHALL BE IMPLEMENTED FOR ALL TREES DESIGNATED FOR PROTECTION. NT PROPOSED LOT 2 PROPOSED LOT 3 TOTAL PERCENT SLOPES M O 4) ALL TREES WITHIN SEPTIC AREA SHALL BE REMOVED AS REQUIRED BY THE W.C.D.H. EXISTING TREES 248 254 502 Sh SUN LOAM 8% 5) ALL TREE STUMPS SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER OR GRINDED ON SITE AND USED 5' FOR LANDSCAPING PURPOSES ONLY. TREES TO BE REMOVED 150 67 217 34.0 Frame TREES TO REMAIN 98 187 285 Shed 6) WOOD CHIPS SHALL BE STOCKPILED ONLY FOR USE IN LANDSCAPING AND DECORATIVE PURPOSES. WOOD e riv CHIPS NOT FOR THESE PURPOSES SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER. TREES TO BE PLANTED: 12 CuD lD OA KR 7) WOOD CHIPS AND STUMP CHIPS SHALL NOT BE USED FOR ANY FILLING OR BACKFILLING OPERATION. ve D ' 0 ra 3.0 L RD G GE HIL COLLE TREE NOTE 1 8) ALL CUT LOGS SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER OR USED FOR DECORATIVE PURPOSES 1 ONLY. CUT LOGS SHALL NOT BE STOCKPILED FOR MORE THAN 30 DAYS NOR USED FOR FILLING OR OR REFERENCE IS MADE TO THE TREE REPORT PREPARED BY BACKFILLING PURPOSES. SAVATREE DATED OCTOBER 3, 2024. LOCATION MAP SCALE: 1" = 600' ine NOTES: g L CtC 1. PERMITTEE IS TO MAINTAIN WORK ZONE TRAFFIC CONTROL PLAN IN Alon riv e SUBDIVISION CONSTRUCTION SCHEDULE ACCORDANCE WITH SECTION 104 OF HIGHWAY LAW, WHILE ly CrC D WORKING WITHIN THE TOWN RIGHT-OF-WAY. ral 2. ROAD CLOSURES ARE NOT PERMITTED. e ne lt Tax Lot 44.17-1-12 1. FILE ANY PERTINENT DOCUMENTS WITH THE TOWN BUILDING DEPARTMENT, TOWN HIGHWAY DEPARTMENT AND 3. OVERNIGHT EXCAVATION WILL NOT BE PERMITTED. Tax Lot 44.17-1-9 & 10 G ha ANY OTHER INVOLVED AGENCY. OBTAIN A SEWAGE DISPOSAL SYSTEM PERMIT FROM THE WCDH. N/F Thomas H. Hintze n es sp EX N/F Eugine M. Cesar-Fabian & Marie Fabian Irrevocable Trust to A IS tS RE 5-BD TIN 2. OBTAIN REQUIRED BUILDING PERMIT, ROAD OPENING PERMIT, EXCAVATION PERMIT OR ANY OTHER PERMIT en SI R G REQUIRED FOR THE CONSTRUCTION OF THE RESIDENCE. itt DE M NC m 62.02' er E 3. CONTACT THE UNDERGROUND LINE LOCATION SERVICE (CODE 53) AT 800-245-2828. INSTALL THE LIMITS OF Int ' .12 DISTURBANCE FENCING (ORANGE CONSTRUCTION FENCING). l al 88 88 ' W EX e 19.87' 4. THE HOUSE AND DRIVEWAY LOCATIONS SHALL BE STAKED OUT, WITH OFFSETS, BY A LICENSED LAND SURVEYOR. "W on GA IST ' .32 00 RA ING ' St 96 5. TREES TO BE PRESERVED ARE TO BE CLEARLY MARKED AND PROTECTED FROM CONSTRUCTION. ° 43 GE 20 S 6. INSTALL ALL REQUIRED EROSION CONTROL STRUCTURES PER THE PLANS. CtC 375.00' Stone Wall e m e 7. CLEAR AND GRUB AREAS PROPOSED FOR CONSTRUCTION, INCLUDING THE HOMESITE, DRIVEWAY, AND SEPTIC ra rag 351 40 0 20 40 AREA. CHIP BRANCHES AND LOGS AS PRACTICABLE AND REMOVE STUMPS AND UNUSED LOGS AND OTHER DEBRIS F a G FROM THE SITE IN A LAWFUL MANNER. 50' Wide Right of Way Per Deed Liber 2120, Page 12 352 8. BEGIN SITE EXCAVATIONS AND FILLING OPERATIONS FOR THE ROUGH GRADING OF THE LOTS. 50' 353 SCALE: 1" = 40 FT. 9. CONSTRUCT FOOTING FORMS AND HAVE SAME APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCT 356 354 N 36° 13' 00" W FOUNDATION WALLS AND HAVE SAME INSPECTED AND APPROVED. PROCEED WITH CONSTRUCTION OF HOUSE IN 357 Tax Lot 44.17-1-9 & 10 OWNER/APPLICANT ACCORDANCE WITH ALL BUILDING DEPARTMENT REQUIREMENTS. CuD 358 e N/F Thomas H. Hintze Edge of Drive CrC 355 riv Irrevocable Trust West 3.00'+/- tD 10. INSTALL SEWAGE DISPOSAL SYSTEMS PER SEWAGE DISPOSAL PLAN APPROVED BY THE WCDH. SAME SHALL BE 359 INSPECTED AND APPROVED BY THE WCDH PRIOR TO BACKFILL. ALL SEWAGE DISPOSAL SYSTEMS SHALL BE ll al e 458 a riv 442 457 77 MONTROSE STATION, LLC ph INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND ALL WCDH REQUIREMENTS. 363 CrC W lt D 441 455 360 1340 BAPTIST CHURCH ROAD As ne a 362 h 11. INSTALL ROOF LEADER LINES AND FOOTING DRAIN LINES PER THE APPROVED PLANS. Sh Sto As p 443 456 452 361 YORKTOWN HEIGHTS, NY 10598 454 367 12. COORDINATE WITH UTILITY COMPANIES FOR THE INSTALLATION OF THE UNDERGROUND UTILITIES. UPON 439 365 COMPLETION OF THE SEWAGE DISPOSAL SYSTEM AND HOUSE, LOT TO BE FINAL GRADED. TOPSOIL TO BE PLACED 445 453 438 440 444 451 370 WHERE NECESSARY AND SEEDED AND MULCHED. Tax Lot 44.17-1-11 437 364 366 368 SOIL BOUNDARY TYP. 446 450 372 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT 436 369 13. CONTINUAL INSPECTION AND MAINTENANCE OF THE EROSION CONTROL DEVICES IS REQUIRED. DISTURBANCE 422 433 434 435 373 IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 449 halt Drive OUTSIDE OF THE LIMITS OF DISTURBANCE FENCE IS NOT PERMITTED. 432 447 374 375 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 423 377 371 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS S 25° 44' 00" E (Survey) 448 420 430 431 459 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 14. COMPLETE THE DRIVEWAY PER THE PLAN SPECIFICATIONS. S 26° 00' 00" E (Deed) 421 426 379 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 424 425 376 398 97.87' 486 378 396 · COPYRIGHT "2025" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. 15. PROVIDE THE NECESSARY PLANTINGS AND GENERAL CLEAN UP OF THE LOT OBTAIN A CERTIFICATE OF 490 489 487 427 461 · AUTHORIZATION No. 028856 469 460 sp OCCUPANCY. 409 395 397 491 428 485 380 470 462 REVISIONS Remains of A 488 468 410 399 541 463 381 382 CuD 492 543 542 540 539 538 484 429 466 464 407 394 400 493 544 476 412 408 383 471 392 401 551 546 550 545 483 CrC 465 411 405 390 CtC N 51° 26' 00" E 472 467 404 403 393 CrC 495 549 528 482 481 406 384 388 36.28' 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 N 35° 22' 00" W DRIP LINE 548 547 478 527 385 389391 Sh 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 60.40' 494 529 480 473 474 419 413 349 PROTECTIVE 530 526 417 387 # REASON DATE DEVICE 565 522 477 386 496 511 534 479 350 LIMITS OF 525 157 418 348 MUNICIPAL TAX IDENTIFICATION: CLEARING AND R=293.51' 497 415 533 521 156 347 GRADING L=112.50' 566 498 510 536 209 416 SECTION: 44.17 333 Stone Wall 532 523 346 567 512 535 332 BLOCK: 1 562 499 509 524 158 414 502 155 210 344 S 31° 51' 50" W (Survey) 513 531 159 154 338 564 208 337 PROPOSED TREES TO BE LOT: 6 & 11 S 31° 35' 50" W (Deed) 500 508 343 341 345 561 516 517 519 REMOVED TYP. PROPOSED GRADING 126.49' (Survey) 135.26 (Deed) 563 505 501 514 150 151 160 207 475 206 331 CrC 402 SUBLOT: ----- 560 518 152 DRAWN BY: AD 147 336 339 342 5' 503 515 144 153 213 327 Tax Lot 44.17-1-16 d e 507 149 212 330 328 MIN. osed ir v 558 506 161 204 334 N/F Reid Gearhart CHECKED: KS/PMB 171.00' ' p 559 137 145 520 203 0.00 x tl D e 163 & Tiziana Mohorovic 5 ly E at 504 139 146 205 340 r t ial rrug a 136 138 148 218219 329 326 PROJECT: 77 MONTROSE STATION RD Pa " Co Pipe h 557 170 169 162 164 335 Deed Liber #12229, EXPIRATION DATE: 03-31-2027 10 etal sp 556 197 201 211 217 325 320 319 Page #339 DATE: JANUARY 22, 2025 M ll A 140 141142 143 165 221 PATRICK M. BELL, P.E. a 135 216 324 317 318 JOB #: 240601 LICENSE #087679 134 214 W 555 166 202 220 e 52 168 199 200 321 on 167 196 198 e 10'' CMP 51 133 St 552 193 316 315 lt Driv CRONIN Inv=137.28 100 222 194 215 314 DRIP LINE SNOW FENCE Sh 554 103 102 99 101 171 186 192 323 322 53 54 50 Aspha 129 132104 98 172 195 189 191 223 313 187 312 224 553 128 94 173 190 242 226 231 ENGINEERING N 35° 42' 00" W 50' Wide Right of Way 49 131 105 97 93 188 243.86' (D vey) 174 244 230 eed) Per Deed Liber 2120, Page 12 47 55 41 42 96 183 243 240 95 184 181 PROFESSIONAL ENGINEERING & CONSULTING ur 109 245 225 243.23' (S 40 48 56 43 126 110 106 107 92 182 241 227 228 229 (914) 736-3664 CrC 91 185 180 233 CuD 58 59 57 45 127 111 108 CrC 246 239 234 CrC 232 CORD FENCE Tax Lot 44.17-1-6 44 46 89 90 176178 179 256 238 235 300 311 39 Arlo Lane BOARD FENCE Tax Lot 44.17-2-3 60 120 122 124 125 175 249 255 248 247 298 301 309 310 307306 Cortlandt Manor, New York 10567 N/F Anne Sumers 88 61 112 257 299 CORRECT METHODS OF TREE FENCING 121 177 237 CrC 108.96' 130 250 Deed Control # 62 115 87 Stone Wall 442250322 38 39 123 86 254 294 236 308 EXISTING CONDITIONS / TREE AND ROOT PROTECTION 118 258 295 302 rive 116 253 251 293 305 37 117 114 259 292 TREE REMOVAL PLAN 1. CONSTRUCTION EQUIPMENT, TRUCKS OR OTHER VEHICLES SHOULD 113 303 lt D NOT BE PARKED OR OPERATED UNDER THE CANOPY OF TREES 13 252 260 270 TO BE SAVED. Sh Frame 12 N 50° 37' 00" E 66 70 71 82 297 269 304 pha 2. PETROLEUM PRODUCTS AND CHEMICALS SHOULD NOT BE STORED, 119 85 84 290 287 40" E Shed 65 N 36° 57' 00" W SPILLED, OR DUMPED UNDER PROTECTED TREE CANOPIES. 41.26' 296 291 3. EXCAVATION OR STOCKPILING BENEATH PROTECTED TREES IS NOT 1 6 14 67 68 69 26 83 81 289 288 284 SUBDIVISION & As ACCEPTABLE. 36 72 267 11 S 28° 14' 283 4. IN NO CASE SHALL BOARDS OR FENCES BE NAILED TO PROTECTED TREES. 5 10 9 64 19 25 30 80 266 282 SITE DEVELOPMENT PLAN N.T.S. CrC 2 3 7 8 15 63 16 Wall 21 23 22 24 27 28 35 29 34Stone Wall 74 75 79 Guy 261 268 271 275 286 FOR 17 Stone 18 20153.35' N 55° 43' 00" E 127.92' 73 N 56° 26' 00" E Wire 262 263 264 265 273 274 276 285 TREE PROTECTION FENCING INSTALLATION N 31° 21' 00" E 182.80' 272 281 280 77 MONTROSE STATION, LLC 4 N 60° 15' 00 Properties Not Contiguous N 53° 26' 00" E 91.39' 32 31 33 76 78 "E Drain Inlet 77 277 279 - Overlap Exists 36.37' N 42° 45' 00" E N 53° 38' 00" E Stone Wall 23.03' p haltStone 60.82' Rim=145.17 ll s MONTROSE STATION ROAD N 37° 28' 00" E Wa fA Masonry UPo278 le LOCATION: 33.36' eo Pier Edge of Asphalt Typ. ne Edg UPole WATER Edge of Asphalt 77 MONTROSE STATION ROAD Stone St o t hal Typ. VALVE TYP TOWN OF CORTLANDT, NEW YORK Retaining Wall of A sp HYDRANT EXISTING CONDITIONS / dge TREE REMOVAL PLAN E SHEET 2 OF 7 EX-2.1 SCALE: 1" = 40' Page 18 WESTCHESTER COUNTY DEPARTMENT OF HEALTH / SOIL DATA CHART ) ed ) ' (De rvey LENGTH OF FIELDS REQUIRED 35 Su SLOPE DEEP TEST DESCRIPTION (LF) BANK RUN FILL 7. 3'( LOT OF PERCOLATION WATER IMPERVIOUS 67 5.7 N 50 LOT # AREA OWTS RATE ELEVATION CURTAIN LAYER REMARKS 68 (IN. BELOW PER EACH (AC.) AREA TEST HOLE (MIN./IN.) 4 BEDROOM DEPTH VOLUME DRAIN ELEVATION ° 49 DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL (%) NUMBER RESIDENCE (IN) (CY) BEDROOM ' 50" Tax Lot 44.17-2-1 D1 D2 0" TO 8" TOPSOIL NEW OWTS EXISTING HOUSE. N/F Michael Simmon W LOT 1 5.64 2% D3 6" TO 84" FINE SANDS W/ STONE, MOD. TO 1 TO 5 NONE + 100% N/A N/A N/A N/A N/A SEE WCDH PERMIT & Jennifer Budner Cortlandt HIGHLY COMPACTED EXPANSION APPLICATION FOR OWTS D4 5' TR .3 AV TOPSOIL 84 I D5 0" TO 8" S SITE LN FINE SANDS W/ STONE, MOD. TO NONE SOILS TESTING WAS CONDUCTED BY RD D6 8" TO 84" 138 N HIGHLY COMPACTED CRONIN ENGINEERING AND WITNESSED BY Wire Fence AT IO Stone Wall ST LOT 2 1.86 2% 1 TO 5 184 LF 125 LF N/A N/A N/A N/A THE WCDH. DEEP TESTING WAS SE .29' CONDUCTED ON NOVEMBER 4, 2024 FOR RO TOPSOIL NT D7 0" TO 8" THE PRIMARY AND EXPANSION AREAS. M O FINE SANDS W/ STONE, MOD. TO NONE D8 8" TO 96" HIGHLY COMPACTED 5' D9 TOPSOIL 34.0 D10 0" TO 8" FINE SANDS W/ STONE, MOD. TO NONE Frame 8" TO 84" SOILS TESTING WAS CONDUCTED BY Shed D12 HIGHLY COMPACTED CRONIN ENGINEERING AND WITNESSED BY THE WCDH. DEEP TESTING WAS e LOT 3 2.23 riv 10% 1 TO 5 184 LF 125 LF 1 FT 110 N/A N/A CONDUCTED ON NOVEMBER 4, 2024 FOR D el TOPSOIL 0" TO 8" THE PRIMARY AND EXPANSION AREAS. OA KR D11 FINE SANDS W/ STONE, MOD. TO NONE v 0' D 8" TO 72" ra 3.0 HIGHLY COMPACTED G GE HIL L RD 11 COLLE 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING, P.E., P.C. AND WITNESS BY THE WCDH. DEEP TESTING WAS CONDUCTED ON NOVEMBER 4, 2024. PERCOLATION TESTING WAS CONDUCTED ON NOVEMBER 6 AND 7, 2024. 2. LOT 1 HAS A RENOVATED SINGLE-FAMILY RESIDENCE AND OWTS. AT THE TIME OF INSPECTION BY CRONIN ENGINEERING P.E. P.C., THE OWTS APPEARED TO BE OPERATING SATISFACTORILY. 3. THE HOUSE PRE-DATES ZONING AND THERE IS NO FILE ON RECORD SHOWING NUMBER OF BEDROOMS. e LOCATION MAP SCALE: 1" = 600' Lin 30 R RE RD g YA ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) on e ' A yA l riv l l D MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MINIMUM MAXIMUM e ra LOT DESCRIPTION LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD REAR YARD BUILDING COVERAGE LANDSCAPE COVERAGE BUILDING FLOOR AREA e n lt Tax Lot 44.17-1-12 (SF) (FT) (FT) (FT) (FT) (FT) (SF) (SF) Tax Lot 44.17-1-9 & 10 G h a 2 12 STORIES 70% OF 50% OF FLOOR AREA OF N/F Thomas H. Hintze n es sp EX N/F Eugine M. Cesar-Fabian & Marie Fabian REQUIRED 80,000 200 50 30 30 65% FAR Irrevocable Trust to A IS or 35 FT. LOT AREA PRINCIPAL BUILDING tS RE 5-BD TIN en SI R G itt DE M S N EXISTING LOT 44.17-1-6 42,058 174 N/A N/A N/A N/A N/A ±92 N/A APPROXIMATE NC rm 62.02' E e LOCATION OF EXISTING LOT 44.17-1-11 381,655 596 <35 583 62 113 1,690 ±95 - Int UNDERGROUND PROPANE TANK 2' l al .1 88 88 S ' C PROPOSED SUBDIVISION LOT 1 245,821 332 <35 170 62 113 <65% FAR ±91 - W EX e 19.87' W on GA IST ' 0" .32 RA ING PROPOSED SUBDIVISION LOT 2 80,891 267 <35 190 83 30 <65% FAR ±91 - '0 St 96 ° 43 GE 20 30' PROPOSED SUBDIVISION LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - S N S SIDE ' YARD 170 375.00' Stone Wall APPROXIMATE LOCATION e m e OF WATER SERVICE r a rag SHUT OFF VALVE F a 40 0 20 40 S OWNERS CERTIFICATION G C 50' Wide Right of Way APPROXIMATE LOCATION Per Deed Liber 2120, Page 12 OF EXISTING 1" TYPE K THE UNDERSIGNED OWNER, OWNER OF THE PROPERTY HEREON, STATES THAT 50' COPPER WATER SERVICE HE/SHE IS FAMILIAR WITH THIS MAP, ITS CONTENTS AND ITS LEGENDS AND HEREBY SCALE: 1" = 40 FT. CONSENTS TO THE FILING OF THIS MAP. STONE WALLS TYP. N 36° 13' 00" W SIGNED THIS _____ DAY OF __________________, 20___. Tax Lot 44.17-1-9 & 10 OWNER/APPLICANT e N/F Thomas H. Hintze Edge of Drive D riv ________________________________________________ AR Irrevocable Trust West 3.00'+/- ON 50' lt D TY MARK GIORDANO ll ive ha a r FR 77 MONTROSE STATION, LLC W lt D p TOWN OF CORTLANDT APPROVAL As ne ha 1340 BAPTIST CHURCH ROAD o sp THE DEPARTMENT HEAD SIGNATURES INDICATE THAT THIS DRAWING OR SET OF St A EXISTING 100% EXPANSION YORKTOWN HEIGHTS, NY 10598 54' AREA FOR EXISTING HOUSE DRAWINGS IS CONSISTENT WITH THE PLANNING BOARD RESOLUTION OF APPROVAL AND 2. WITH THE GENERAL REQUIREMENTS AND POLICIES OF THE TOWN OF CORTLANDT FOR 10 WHICH THE DEPARTMENT HEAD IS RESPONSIBLE. THE PROJECT DESIGN INCLUDING ALL Tax Lot 44.17-1-11 PUBLIC HEALTH AND SAFETY CONSIDERATIONS ARE SOLELY THE RESPONSIBILITY OF D EXISTING SEPTIC AREA FOR SE EA · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT THE DESIGN PROFESSIONAL WHO HAS SIGNED AND SEALED THE DRAWINGS. P O R EXISTING HOUSE. SEE WCDH O IC A PROPOSED LOT LINES TYP. IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS sphalt Drive R P PT 24 FILE No. C2025-12 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF SE 1. REVIEWED BY THE DEPARTMENT OF ENVIRONMENTAL SERVICES S 25° 44' 00" E (Survey) 67 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS ' S 26° 00' 00" E (Deed) SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 97.87' DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 68 __________________________________________________________________________ · COPYRIGHT "2025" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. .2 6' DIRECTOR DATE · AUTHORIZATION No. 028856 PROPOSED LOT 1 Remains of A RE 0' REVISIONS YA AR 245,821 SF RD 3 REVIEWED BY THE DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT __________________________________________________________________________ DIRECTOR DATE N 51° 26' 00" E 30' 36.28' REVIEWED BY THE PLANNING BOARD ENGINEER N 35° 22' 00" W SIDE PROPOSED SEPTIC TANK 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 YARD AND PUMP CHAMBER 60.40' D 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 SE EA O 30 AR __________________________________________________________________________ R PROPOSED LOT LINES TYP. RE ARD P O CA # REASON DATE ' Y ENGINEER DATE PR PTI R=293.51' ' 15 SE MUNICIPAL TAX IDENTIFICATION: . L=112.50' 290 SECTION: 44.17 Stone Wall APPROVED BY RESOLUTION No.________ OF THE PLANNING BOARD OF THE TOWN OF 37 ' ' 37 CORTLANDT, NEW YORK ON THE ________ DAY OF ________________, 20____ SUBJECT 37 BLOCK: 1 TO ALL REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. S 31° 51' 50" W (Survey) ' 37 ' 37 ANY CHANGE, ERASURE, MODIFICATION, OR REVISION IN THIS PLAT OR SITE S 31° 35' 50" W (Deed) LOT: 6 & 11 ' DEVELOPMENT PLAN, AFTER THE ABOVE DATE, SHALL VOID THIS APPROVAL. 126.49' (Survey) PROPOSED LOT 3 DECK 97,001 SF SUBLOT: ----- 135.26 (Deed) SIGNED THIS _______ DAY OF ___________________, 20______ BY Tax Lot 44.17-1-16 DRAWN BY: AD osed d ri ve PROPOSED 4-BEDROOM N/F Reid Gearhart 171.00' 0' x p RESIDENCE CHECKED: KS/PMB _________________________________________________________ 50.0 ly E at e D & Tiziana Mohorovic r t ial rrug alt GARAGE 171.0 PROPOSED PROJECT: 77 MONTROSE STATION RD CHAIRPERSON OF THE PLANNING BOARD e 1ST FL 172.5 ASPHALT Pa " Co Pip ph 30' 336.83' Deed Liber #12229, 10 etal s 85' BASEMENT 162.5 DRIVEWAY SIDE Page #339 DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 ll A REARD M 30' R YARD YA PATRICK M. BELL, P.E. WCDH APPROVAL a JOB #: 240601 W LICENSE #087679 EXISTING PUBLIC WATER / PROPOSED SEPARATE SEWAGE TREATMENT SYSTEM n e WALKWAY e 10'' CMP to lt Driv APPROVED PURSUANT TO CHAPTER 873, ARTICLE X, SECTIONS 873.951 AND 873.1011 Inv=137.28 S AND ARTICLES VII AND VIII OF THE WESTCHESTER COUNTY SANITARY CODE SUBJECT TO THE PROVISION OF PUBLIC WATER SUPPLY AND SEPARATE SEWAGE TREATMENT 30' 30' PROPOSED SEPTIC TANK AND PUMP CHAMBER CRONIN Aspha FACILITIES TO SERVE EACH HABITABLE BUILDING HEREAFTER CONSTRUCTED. THESE SIDE SIDE FACILITIES ARE TO BE INSTALLED IN ACCORDANCE WITH LAND IMPROVEMENT PLANS YARD YARD AND SPECIFICATIONS APPROVED BY AND FILED IN THIS OFFICE PRIOR TO THE 10' ENGINEERING N 35° 42' 00" W 50' Wide Right of Way DECK 243.86' (D vey) CONSTRUCTION OF SUCH BUILDING. MIN eed) Per Deed Liber 2120, Page 12 EACH PURCHASER OF PROPERTY SHOWN HEREON SHALL BE FURNISHED A TRUE COPY ur PROFESSIONAL ENGINEERING & CONSULTING 243.23' (S OF THIS PLAT SHOWING THIS ENDORSEMENT. ANY ERASURES, CHANGES, ADDITIONS, PROPOSED LOT 2 PROPOSED 4-BEDROOM OR ALTERATIONS OF ANY KIND, EXCEPT THE ADDITION OF SIGNATURES OF ANOTHER 30' 80,891 SF PROPOSED ASPHALT RESIDENCE GARAGE 162.0 (914) 736-3664 APPROVING AUTHORITY AND THE DATE THEREOF MADE ON THIS PLAT AFTER THIS APPROVAL, SHALL INVALIDATE THE APPROVAL. 30' SIDE DRIVEWAY 1ST FL 163.5 SIDE YARD PROPOSED ACCESS & UTILITY BASEMENT 153.5 YARD Tax Lot 44.17-1-6 EASEMENT FOR THE BENEFIT 72' 39 Arlo Lane 199.48' OF LOT 3 OVER LOT 2 __________________________________________________________________________ APPROVED BY THE ASSISTANT COMMISSIONER OF HEALTH DATE Tax Lot 44.17-2-3 N/F Anne Sumers EXISTING PROPERTY LINE TO WALKWAY Cortlandt Manor, New York 10567 BE REMOVED. TAX LOTS 6 ON BEHALF OF THE DEPARTMENT OF HEALTH 108.96' AND 11 TO MERGE Deed Control # Stone Wall 442250322 190' rive PRELIMINARY SUBDIVISION PLAT alt D Frame N 50° 37' 00" E 99' 40" E Shed N 36° 57' 00" W 41.26' sph FRONT YARD SUBDIVISION & 50' A S 28° 14' PROPOSED 1" SITE DEVELOPMENT PLAN FRONT YARD 50' TYPE K COPPER WATER SERVICE Stone Wall 153.35' N 55° 43' 00" E Stone Wall 127.92' N 56° 26' 00" E Guy Wire FOR FRO RD 182.80' 50' T 77 MONTROSE STATION, LLC N N 31° 21' 00" E A N 60° 15' 00 Properties Not Contiguous Y N 53° 26' 00" E 91.39' "E Drain Inlet - Overlap Exists 36.37' N 42° 45' 00" E N 53° 38' 00" E Stone Wall 23.03' altStone Rim=145.17 ll sph 60.82' MONTROSE STATION ROAD N 37° 28' 00" E Wa fA Masonry UPole 33.36' g eo Pier Edge of Asphalt Typ. LOCATION: ne Ed UPole WATER Edge of Asphalt 77 MONTROSE STATION ROAD Stone Sto lt VALVE TYP pha Retaining Wall Typ. TOWN OF CORTLANDT, NEW YORK f A s HYDRANT APPROX. LOCATION OF eo Edg APPROXIMATE LOCATION EXISTING 8" D/P WATER MAIN OF WATER METER PIT SHEET 3 OF 7 SP-3.1 Page 19 WESTCHESTER COUNTY DEPARTMENT OF HEALTH / SOIL DATA CHART PIPE CHART IMPERVIOUS AREA ) ed ) PROPOSED IMPERVIOURS ' ( De rvey LENGTH OF FIELDS REQUIRED PIPE LOCATION TYPE EXISTING IMPERVIOUS (LOT1) 35 Su SLOPE DEEP TEST DESCRIPTION (LF) BANK RUN FILL (LOT 2 + LOT 3) 7. 3'( LOT OF PERCOLATION WATER IMPERVIOUS ROOF LEADERS 4"Ø SOLID PVC SDR35 67 5.7 LOT # AREA OWTS RATE ELEVATION CURTAIN LAYER REMARKS @ 1% MIN SLOPE DRIVEWAY 20,520 SF. 8,360 SF 68 (IN. BELOW PER EACH DRAIN (AC.) AREA TEST HOLE (MIN./IN.) 4 BEDROOM DEPTH VOLUME ELEVATION DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL (IN) (CY) FOOTING DRAINS 4"Ø PERFORATED HDPE FRAME SHED 295 SF 0 (%) NUMBER RESIDENCE BEDROOM 4"Ø SOLID HDPE DETACHED GARAGE 671 SF 0 FOOTING DRAIN DISCHARGE Tax Lot 44.17-2-1 D1 @ 1% MIN SLOPE HOUSE AND GARAGE 1,797 SF 5,600 SF D2 0" TO 8" TOPSOIL NEW OWTS EXISTING HOUSE. N/F Michael Simmon LOT 1 5.64 2% FINE SANDS W/ STONE, MOD. TO 1 TO 5 NONE + 100% N/A N/A N/A N/A N/A SEE WCDH PERMIT & Jennifer Budner Cortlandt D3 6" TO 84" HIGHLY COMPACTED EXPANSION APPLICATION FOR OWTS WATER SERVICE 1"Ø TYPE "K" COPPER PATIO 720 SF 384 SF D4 ' WALKWAY 0 668 SF .35 TR WATER METER NEPTUNE T-10 WATER METER AV TOPSOIL 84 I D5 0" TO 8" S TOTAL 24,003 SF 15,012 SITE LN FINE SANDS W/ STONE, MOD. TO NONE SOILS TESTING WAS CONDUCTED BY RD D6 8" TO 84" HIGHLY COMPACTED BY UTILITY COMPANY, TO BE IO N CRONIN ENGINEERING AND WITNESSED BY UTILITIES AT UNDERGROUND Stone Wall ST LOT 2 1.86 2% 1 TO 5 184 LF 125 LF N/A N/A N/A N/A THE WCDH. DEEP TESTING WAS SE CONDUCTED ON NOVEMBER 4, 2024 FOR RAW SEWER LINE 4"Ø SOLID PVC SDR35 RO TOPSOIL NT D7 0" TO 8" FINE SANDS W/ STONE, MOD. TO NONE THE PRIMARY AND EXPANSION AREAS. TO SEPTIC SYSTEM @ 2% MIN SLOPE M O D8 8" TO 96" HIGHLY COMPACTED D9 TOPSOIL SOIL DATA NOTES 34.0 5' 0" TO 8" D10 FINE SANDS W/ STONE, MOD. TO NONE SOILS TESTING WAS CONDUCTED BY 8" TO 84" D12 HIGHLY COMPACTED CRONIN ENGINEERING AND WITNESSED BY 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING, P.E., P.C. AND WITNESS BY THE WCDH. LOT 3 2.23 10% 1 TO 5 184 LF 125 LF 1 FT 110 N/A N/A THE WCDH. DEEP TESTING WAS DEEP TESTING WAS CONDUCTED ON NOVEMBER 4, 2024. PERCOLATION TESTING WAS CONDUCTED ON TOPSOIL CONDUCTED ON NOVEMBER 4, 2024 FOR NOVEMBER 6 AND 7, 2024. 0" TO 8" THE PRIMARY AND EXPANSION AREAS. 2. LOT 1 HAS A RENOVATED SINGLE-FAMILY RESIDENCE AND OWTS. AT THE TIME OF INSPECTION BY OA KR D11 FINE SANDS W/ STONE, MOD. TO NONE 0' 8" TO 72" D 3.0 HIGHLY COMPACTED CRONIN ENGINEERING P.E. P.C., THE OWTS APPEARED TO BE OPERATING SATISFACTORILY. L RD 3. THE HOUSE PRE-DATES ZONING AND THERE IS NO FILE ON RECORD SHOWING NUMBER OF BEDROOMS. GE HIL 11 COLLE ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MAXIMUM LOCATION MAP SCALE: 1" = 600' LOT DESCRIPTION LOT AREA (SF) LOT WIDTH (FT) HEIGHT (FT) FRONT YARD (FT) SIDE YARD (FT) REAR YARD (FT) BUILDING COVERAGE (SF) MINIMUM LANDSCAPE COVERAGE BUILDING FLOOR AREA (SF) PROPOSED DISTURBANCE PROPOSED DISTURBANCE 77,100 SF REQUIRED 80,000 200 2 12 STORIES 50 30 30 65% FAR 70% OF 50% OF FLOOR AREA OF or 35 FT. LOT AREA PRINCIPAL BUILDING PROP. WETLAND DISTURBANCE 0 SF PROPOSED WETLAND BUFFER Tax Lot 44.17-1-12 0 SF Tax Lot 44.17-1-9 & 10 EXISTING LOT 44.17-1-6 42,058 174 N/A N/A N/A N/A N/A ±92 N/A DISTURBANCE N/F Eugine M. Cesar-Fabian N/F Thomas H. Hintze EX & Marie Fabian Irrevocable Trust IS RE 5-BD TIN EXISTING LOT 44.17-1-11 381,655 596 <35 583 62 113 1,690 ±95 - SI R G DE M APPROXIMATE NC 62.02' PROPOSED SUBDIVISION LOT 1 245,821 332 <35 170 62 113 <65% FAR ±91 - LOCATION OF E UNDERGROUND PROPANE TANK 2' PROPOSED SUBDIVISION LOT 2 80,891 267 <35 190 83 30 <65% FAR ±91 - .1 88 PROPOSED SUBDIVISION LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - EX 19.87' GA IST ' .32 RA ING 96 GE TOWN OF CORTLANDT SITE PLAN NOTES 375.00' 1. AS PART OF THE BUILDING PERMIT PROCESS FOR THE INITIAL DEVELOPMENT OF ALL SINGLE FAMILY LOTS AN INDIVIDUAL SITE APPROXIMATE LOCATION DEVELOPMENT PLAN SHALL BE SUBMITTED TO DIVISION OF CODE ADMINISTRATION AND ENFORCEMENT FOR APPROVAL BY THE OF WATER SERVICE DIRECTOR OF TECHNICAL SERVICES IN COMPLIANCE WITH ALL LOCAL ORDINANCES, INCLUDING AMONG OTHERS, THE TOWN'S 351 40 0 20 40 SHUT OFF VALVE WETLAND ORDINANCE AND STEEP SLOPE ORDINANCE AND INCLUDING SOIL EROSION AND DUST CONTROLS AND STORMWATER DRAINAGE FACILITIES DURING CONSTRUCTION. PURSUANT TO CHAPTER 283 (TREES) OF THE TOWN OF CORTLANDT CODE, TREES 50' Wide Right of Way APPROXIMATE LOCATION SHALL BE LOCATED AND IDENTIFIED ON A TREE INVENTORY AND TREE PROTECTION PLAN PREPARED BY AN ISA CERTIFIED Per Deed Liber 2120, Page 12 OF EXISTING 1" TYPE K 352 ARBORIST AS TO SIZE AND SPECIES. TREES TO BE CUT AND TREES TO BE SAVED SHOULD BE IDENTIFIED. THE LOCATION AND SIZE COPPER WATER SERVICE 353 OF LOADING AREAS FOR THE REMOVAL OF CUT TREES SHOULD BE SHOWN ON THE PLAN FOR TREE DISPOSITION AND CLEAN UP SCALE: 1" = 40 FT. DESCRIBED. NO BUILDING PERMIT SHALL BE ISSUED FOR ANY LOTS SHOWN HEREON UNTIL THE DIRECTOR OF TECHNICAL SERVICES APPROVES THE SITE DEVELOPMENT PLAN FOR SAME, AND NO CERTIFICATE OF OCCUPANCY SHALL BE ISSUED FOR ANY LOTS UNTIL 356DT1 354 AN "AS BUILT" SURVEY HAS BEEN SUBMITTED TO AND APPROVED BY THE DIRECTOR OF TECHNICAL SERVICES. THE "AS BUILT" STONE WALLS TYP. 357 SURVEY SHALL SHOW COMPLETE INFORMATION INCLUDING FINAL CONTOURS, FLOOR LEVELS, AND ALL PERTINENT FEATURES. Tax Lot 44.17-1-9 & 10 358 OWNER/APPLICANT N/F Thomas H. Hintze 355 WCDH NOTES Irrevocable Trust DT2 359 458 1. THERE ARE NO EXISTING OR PROPOSED WELLS LOCATED WITHIN 200 FEET AT A LOWER ELEVATION AND IN A DIRECT LINE WITH THE 442 457 GROUNDWATER FLOW OR WITHIN 100 FEET IN ANY DIRECTION TO THE PROPOSED OWTS AREA UNLESS OTHERWISE SHOWN HEREON. 441 DT3 363 360 77 MONTROSE STATION, LLC 2. ALL COMPONENTS OF THE OWTS AND CONSTRUCTION TECHNIQUES OF SAME ARE TO BE IN ACCORDANCE WITH THE LATEST 455 362 1340 BAPTIST CHURCH ROAD WESTCHESTER COUNTY DEPARTMENT OF HEALTH "RULES AND REGULATIONS FOR THE DESIGN AND CONSTRUCTION OF RESIDENTIAL SUBSURFACE TREATMENT SYSTEMS AND DRILLED WELLS IN WESTCHESTER COUNTY, NY" AND ANY OTHER RULES AND 443 456 452 361 YORKTOWN HEIGHTS, NY 10598 REGULATIONS THAT MAY APPLY. 367 EXISTING 100% EXPANSION 4' 454 365 3. THE OWTS AREAS MUST BE ISOLATED AND EFFECTIVELY PROTECTED AGAINST DAMAGE BY EROSION, 439 2 .5 AREA FOR EXISTING HOUSE STORAGE OF EARTH OR MATERIALS OR COMPACTION BY MACHINES AND HEAVY EQUIPMENT. DAMAGE TO ANY PORTION OF AN OWTS 0 DT7 453 DT4 438 1440 451 AREA SHALL BE REPAIRED BEFORE APPROVAL IS GRANTED. Tax Lot 44.17-1-11 364 370 368 0 16 4. EXPANSION AREAS FOR ALL LOTS SHALL REMAIN UNDISTURBED AS MUCH AS IS PRACTICABLE. 437 D 450 366 5. THE EXISTING ON-SITE WASTEWATER TREATMENT SYSTEM FOR LOT 1 WAS INSPECTED BY THIS OFFICE AND APPEARED TO BE SE EA 372 EXISTING SEPTIC AREA FOR O R DT5 373 369 EXISTING HOUSE. SEE WCDH · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT OPERATING SATISFACTORILY AT THE TIME OF INSPECTION. NO IMPROVEMENTS OR CHANGES PROPOSED. 422 P O IC A PROPOSED LOT LINES TYP. 6. THE PROPERTY IS SUBJECT TO LOCAL WETLAND REGULATIONS, IF ANY. R 449 374 375 FILE No. C2025-12 IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS P PT 24 0 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 16 423 SE 1. 377 371 S 25° 44' 00" E (Survey) DT8 448 67 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS NOTES S 26° 00' 00" E (Deed) 420 421 426 DT9 459 ' 379 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 1. THE APPLICANT IS AWARE THAT THE DISTURBED AREAS SHALL BE 100% STABILIZED AND PLANTED PRIOR TO THE ISSUANCE OF A 424 425 376 398 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 97.87' 68 CERTIFICATE OF OCCUPANCY 490 489 486 461 378 396 · COPYRIGHT "2025" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. 427 .2 2. THE APPLICANT SHALL SUBMIT AN AS-BUILT FOUNDATION SURVEY TO THE TOWN OF CORTLANDT PRIOR TO FRAMING. 487 469 460 DT6 6' 395 397 · AUTHORIZATION No. 028856 3. THE APPLICANT SHALL SUBMIT AN AS-BUILT CENTERLINE DRIVEWAY PROFILE WITH SLOPES/GRADES TO THE TOWN OF CORTLANDT 485 409 PROPOSED LOT 1 491 488 428 470 462 380 PRIOR TO PAVING. 245,821 SF 468 410 399 REVISIONS 4. PRIOR TO THE BACKFILLING OF ANY STORMWATER BEST MANAGEMENT PRACTICES, DOTS-ENGINEERING SHALL BE NOTIFIED TO 541 463 381 382 PERFORM AN INSPECTION. 543 542 540 539 538 429 464 394 492 484 466 407 400 5. ALL PROPOSED IMPORT FILL MUST BE TESTED AND CERTIFIED AS UNRESTRICTED, SUITABLE FOR RESIDENTIAL USE IN ACCORDANCE 493 544 476 412 408 383 WITH TOWN POLICY. CERTIFICATION MUST BE PROVIDED BY A LICENSED PROFESSIONAL. ALL CERTIFICATIONS SHALL BE ADDRESSED 471 392 401 551 0 465 405 390 TO TOWN'S PLANNING BOARD ENGINEER. ALL SOIL ANALYTICS AND REPORTS WILL BE FORWARDED TO THE TOWN'S PLANNING BOARD 546 18 ENGINEER FOR REVIEW AND APPROVAL. 550 545 483 411 472 467 404 403 393 6. PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY (C.O.), THE TOWN WILL REQUIRE A CERTIFICATION FROM A NYS 481 384 ENGINEER THAT THE COMPLETED SITE WORK AND DRAINAGE IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING 495 549 406 388 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 PROPOSED SEPTIC TANK 548 547 478 OR DOWNSTREAM PROPERTIES. AND PUMP CHAMBER DT10 385 389391 7. DOUBLE CHECK VALVE SHALL BE INSTALLED IN ACCORDANCE WITH UNIVERSITY OF SOUTHERN CALIFORNIA LIST OF APPROVED D 480 473474 419 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 BACKFLOW PREVENTION DEVICES, NYSDOH GUIDELINES FOR DESIGNING BACKFLOW PREVENTION ASSEMBLY INSTALLATIONS, AND 494 E S EA 413 349 ROOF LEADER DISCHARGE O BUILDING CODE. PIPE 4" PVC SDR35 565 P O CA R 477 417 PROPOSED LOT LINES TYP. 386 387 # REASON DATE 496 PR PTI 479 350 8. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN 418 R=293.51' INV OUT 165.0 ' 157 348 OF CORTLANDT AND AN AIR QUALITY PERMIT FROM THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. INTO CULTECS 160.5 15 497 SE 415 MUNICIPAL TAX IDENTIFICATION: 9. THERE SHALL BE NO PROCESSING OF EXCAVATED MATERIALS BY A ROCK CRUSHER OR SIMILAR EQUIPMENT ON SITE. L=112.50' 0. DT11 156 416 347 2 9 566 498 DT12 209 10. AN APPLICATION FOR A ROAD OPENING PERMIT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL SERVICES (DOES). PROPOSED (4) CULTEC 333 SECTION: 44.17 11. PROVIDE 10-FOOT SEPARATION BETWEEN WATER AND OTHER SERVICES. 330XLHD RECHARGER 332 346 12. ROOF AND FOOTING DRAINS SHALL BE 2 SEPARATE PIPES. ROOF LEADERS SHALL BE DIRECTED TO PROPOSED STORMWATER BEST 15 562 158 414 0 BLOCK: 1 0 INFILTRATORS 155 210 17 344 MANAGEMENT PRACTICES. FOOTINGS SHALL DAYLIGHT TO ENERGY DISSIPATORS (LEVEL SPREADERS) AWAY FROM STEEP SLOPES. S 31° 51' 50" W (Survey) 154 338 17 208 337 S 31° 35' 50" W (Deed) 0 343 341 345 LOT: 6 & 11 561 160 STEEP SLOPE NOTES 126.49' (Survey) FOOTING DRAIN DISCHARGE PIPE 4" PVC SDR35 DECK 207 475 PROPOSED LOT 3 97,001 SF 331 SUBLOT: ----- DISTURBANCE OR ALTERATION OF AREAS WITH STEEP SLOPES SHALL ADDITIONALLY BE IN CONFORMANCE WITH THE 135.26 (Deed) INV. 160.0 560 152 206 402 336 339 342 DRAWN BY: AD 153 Tax Lot 44.17-1-16 212 213 FOLLOWING PROVISIONS: 327 PROPOSED 4-BEDROOM 330 328 558 161 204 203 334 N/F Reid Gearhart 171.00' RESIDENCE +170.8 CHECKED: KS/PMB 1. THE PLANNING, DESIGN AND DEVELOPMENT OF BUILDINGS SHALL PROVIDE THE MAXIMUM IN STRUCTURAL SAFETY, 163 SLOPE STABILITY AND HUMAN ENJOYMENT WHILE ADAPTING THE AFFECTED SITE TO, AND TAKING ADVANTAGE OF, GARAGE 171.0 PROPOSED 205 340 & Tiziana Mohorovic 329 326 PROJECT: 77 MONTROSE STATION RD THE BEST USE OF THE NATURAL TERRAIN AND AESTHETIC CHARACTER. 557 1ST FL 172.5 ASPHALT 169 162 164 336.83' 2. THE TERRACING OF BUILDING SITES, INCLUDING THE MOUNDING OF SEPTIC TILE FIELDS, SHALL BE KEPT TO AN 556 BASEMENT 162.5 DRIVEWAY 335 320 Deed Liber #12229, 197 201 211 217 325 319 DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 ABSOLUTE MINIMUM. Page #339 3. ROADS AND DRIVEWAYS SHALL FOLLOW THE NATURAL TOPOGRAPHY TO THE GREATEST EXTENT POSSIBLE IN 165 216 318 PATRICK M. BELL, P.E. 324 317 168 172.0+ 214 JOB #: 240601 ORDER TO MINIMIZE THE POTENTIAL FOR EROSION AND SHALL BE CONSISTENT WITH ALL OTHER APPLICABLE 166 202 LICENSE #087679 ORDINANCES AND REGULATIONS OF THE TOWN OF CORTLANDT AND CURRENT ENGINEERING PRACTICES. 555 WALKWAY 168 200 321 167 164 4. REPLANTING SHALL CONSIST OF INDIGENOUS VEGETATION AND SHALL REPLICATE THE ORIGINAL VEGETATION ON 10'' CMP 552 PROPOSED (4) CULTEC THE SITE AS MUCH AS POSSIBLE. Inv=137.28 160 316 315 17 330XLHD RECHARGER CRONIN 0 5. THE NATURAL ELEVATIONS AND VEGETATIVE COVER OF RIDGELINES SHALL BE DISTURBED ONLY IF THE CREST OF 322 314 INFILTRATORS A RIDGE AND THE TREE LINE AT THE RIDGE REMAIN UNINTERRUPTED. THIS MAY BE ACCOMPLISHED EITHER BY 171 186 PROPOSED SEPTIC TANK POSITIONING BUILDINGS AND AREAS OF DISTURBANCE BELOW A RIDGELINE OR BY POSITIONING BUILDINGS AND 170 AND PUMP CHAMBER AREAS OF DISTURBANCE AT A RIDGELINE SO THAT THE ELEVATION OF THE ROOFLINE OF THE BUILDING IS NO 172 313 ROOF LEADER DISCHARGE GREATER THAN THE ELEVATION OF THE NATURAL TREE LINE. HOWEVER, UNDER NO CIRCUMSTANCES SHALL MORE 312 156 ENGINEERING PIPE 4" PVC SDR35 THAN 100 FEET ALONG THE RIDGELINE, TO A WIDTH OF 100 FEET GENERALLY CENTERED ON THE RIDGELINE, BE 94 DECK 10' 231 50' Wide Right of Way 93 INV OUT 160.0 243.86' (D vey) DISTURBED. MIN 230 eed) 6. ANY REGRADING SHALL BLEND IN WITH THE NATURAL CONTOURS AND UNDULATIONS OF THE LAND. Per Deed Liber 2120, Page 12 180 96 INTO CULTECS 154.5 95 ur PROFESSIONAL ENGINEERING & CONSULTING 158 7. CUTS AND FILLS SHALL BE ROUNDED OFF TO ELIMINATE SHARP ANGLES AT THE TOP, BOTTOM AND SIDES OF 243.23' (S REGRADED SLOPES. VISIBLE CONSTRUCTION CUTS AND PERMANENT SCARRING SHOULD BE MINIMIZED. PROPOSED 4-BEDROOM 229 PROPOSED 92LOT 2 8. THE ANGLE OF CUT AND FILL SLOPES SHALL NOT EXCEED A SLOPE OF ONE VERTICAL TO TWO HORIZONTAL 80,891 SF PROPOSED RESIDENCE 227 228 (914) 736-3664 160 EXCEPT WHERE RETAINING WALLS, STRUCTURAL STABILIZATION OR OTHER METHODS ACCEPTABLE TO THE ASPHALT GARAGE 162.0 233 170 DIRECTOR OF TECHNICAL SERVICES ARE USED. 91 185 DRIVEWAY 1ST FL 163.5 160 234 232 9. TOPS AND BOTTOMS OF CUT AND FILL SLOPES SHALL BE SET BACK FROM STRUCTURES A DISTANCE THAT WILL 58 59 BASEMENT 153.5 Tax Lot 44.17-1-6 90 311 FOOTING DRAIN ENSURE THE SAFETY OF THE STRUCTURE IN THE EVENT OF THE COLLAPSE OF THE CUT OR FILL SLOPES. 17 0 161.8+ 39 Arlo Lane 199.48' GENERALLY, SUCH DISTANCE SHALL BE CONSIDERED TO BE SIX FEET PLUS 1/2 THE HEIGHT OF THE CUT OR FILL. 89 163.0+ DISCHARGE PIPE 16 NEVERTHELESS, A STRUCTURE BUILT ON A SLOPE OR AT THE TOE OF A SLOPE IS PERMITTED IF IT IS PROPERLY DESIGNED TO RETAIN THE SLOPE AND WITHSTAND THE FORCES EXERTED ON IT BY THE RETAINED SLOPE. Tax Lot 44.17-2-3 N/F Anne Sumers EXISTING PROPERTY LINE TO PROPOSED INFILTRATION 60 TRENCH (TYP) 120 168 0 WALKWAY 309 310 307 306 4" PVC SDR35 INV. 151.0 Cortlandt Manor, New York 10567 10. DISTURBANCE OF ROCK OUTCROPS SHALL BE BY MEANS OF EXPLOSIVE ONLY IF LABOR AND MACHINES ARE NOT BE REMOVED. TAX LOTS 6 61 PROPOSED 2'x2' 121 166 108.96' EFFECTIVE AND ONLY IF ROCK BLASTING IS CONDUCTED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND AND 11 TO MERGE PROPOSED 1"130 DRAIN INLET Deed Control # 62 164 REGULATIONS OF THE TOWN OF CORTLANDT, COUNTY OF WESTCHESTER, AND THE STATE OF NEW YORK. 442250322 0 38 39 TYPE K COPPER RIM :152.00' 294 308 11. DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN IN WORKABLE UNITS IN WHICH THE DISTURBANCE CAN 14 WATER SERVICE 118 INV OUT: 150.00' 162 295 293 BE COMPLETED AND STABILIZED IN ONE CONSTRUCTION SEASON SO THAT AREAS ARE NOT LEFT BARE AND 37 117 116 292 305 UTILITY + GRADING PLAN / INTEGRATED PLOT PLAN EXPOSED DURING THE WINTER AND SPRING THAW PERIODS (DECEMBER 15 THROUGH APRIL 15). 160 150 12. DISTURBANCE OF EXISTING VEGETATIVE GROUND COVER SHALL NOT TAKE PLACE MORE THAN 15 DAYS PRIOR TO 13 158 260 270 303 GRADING AND CONSTRUCTION. 15 0 12 PROPOSED WATER 70 66 297 269 304 13. TEMPORARY SOIL STABILIZATION, INCLUDING, IF APPROPRIATE, TEMPORARY STABILIZATION MEASURES SUCH AS 65 119 SHUTOFF VALVES 160 290 287 EXISTING DRIVEWAY 296 291 NETTING OR MULCHING TO SECURE SOIL DURING THE GROW-IN PERIOD, MUST BE APPLIED TO AN AREA OF 67 69 289 DISTURBANCE WITHIN TWO DAYS OF ESTABLISHING THE FINAL GRADE, AND PERMANENT STABILIZATION MUST BE SITE DISTANCE 1 6 11 14 PROPOSED 2'x2' 68 267 288 140 284 283 SUBDIVISION & APPLIED WITHIN 15 DAYS OF ESTABLISHING THE FINAL GRADE. 5 64 19 150 PROPOSED 1" 266 14. SOIL STABILIZATION MUST BE APPLIED WITHIN TWO DAYS OF DISTURBANCE IF THE FINAL GRADE IS NOT EXPECTED TO BE ESTABLISHED WITHIN 60 DAYS. SD LL = 246' 2 7 15 100 9 DRAIN INLET 15 RIM 63 :149.00' 21 23 PROPOSED WATER 80 261 TYPE K COPPER 268 271 275 286 282 SITE DEVELOPMENT PLAN 22 WATER SERVICE 15. MEASURES FOR THE CONTROL OF EROSION AND SEDIMENTATION SHALL BE UNDERTAKEN CONSISTENT WITH THE WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT'S BEST MANAGEMENT PRACTICES MANUAL SD LR = 195' 3 8 INV OUT: 146.50' 17 16 18 20 SHUTOFF VALVES 262 263 264 265 273 274 276 285 FOR 272 281 FOR EROSION AND SEDIMENT CONTROL AND NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL, AS AMENDED, OR THEIR EQUIVALENTS SATISFACTORY TO THE APPROVAL AUTHORITY. 4 10' 280 Properties Not Contiguous 77 MONTROSE STATION, LLC N 53° 26' 00" E 76 77 78 277 - Overlap Exists 16. ALL PROPOSED DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN WITH CONSIDERATION OF THE SOILS Drain Inlet SIGHT DISTAN CE >350 FT 279 LIMITATIONS CHARACTERISTICS CONTAINED IN THE IDENTIFICATION LEGEND, WESTCHESTER COUNTY SOILS 36.37' 0 Rim=145.17 E ±260' 15 ISTANC SURVEY, 1989, AS PREPARED BY THE WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT, IN SIGHT D TERMS OF RECOGNITION OF LIMITATION OF SOILS ON STEEP SLOPES FOR DEVELOPMENT AND APPLICATION OF ALL UPo278 le MITIGATING MEASURES AND AS DEEMED NECESSARY BY THE APPROVAL AUTHORITY. PROPOSED 2'x2' Typ. LOCATION: 17. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS OF DISTURBANCE, STOCKPILED AND STABILIZED IN A MANNER TO UPole WATER DRAIN INLET 77 MONTROSE STATION ROAD MINIMIZE EROSION AND SEDIMENTATION AND REPLACED ELSEWHERE ON THE SITE AT THE TIME OF FINAL GRADING. Typ. VALVE TYP 3' WIDE SAWCUT FOR RIM :149.0' TOWN OF CORTLANDT, NEW YORK STOCKPILING SHALL NOT BE PERMITTED ON SLOPES OF GREATER THAN 10%. INV OUT: 147.0' 18. NO ORGANIC MATERIAL OR ROCK WITH A SIZE THAT WILL NOT ALLOW APPROPRIATE COMPACTION OR COVER BY HYDRANT PROPOSED WATER APPROX. LOCATION OF TOPSOIL SHALL BE USED AS FILL MATERIAL. FILL MATERIAL SHALL BE NO LESS GRANULAR THAN THE SOIL UPON 140 SERVICE CONNECTIONS PROPOSED 8" HDPE PIPE UNDER EXISTING 8" D/P WATER MAIN APPROXIMATE LOCATION 19. WHICH IT IS PLACED AND SHALL DRAIN READILY. COMPACTION OF FILL MATERIALS IN FILL AREAS SHALL BE SUCH TO ENSURE SUPPORT OF PROPOSED OF WATER METER PIT ENTRANCE SHALL BE LOCATED AT HIGH POINT DRIVEWAY FROM CATCH BASIN TO EXISTING TOWN DRAIN INLET SHEET 4 OF 7 UG-4.1 STRUCTURES AND STABILIZATION FOR INTENDED USES. Page 20 Z:\E\22240100 DHIP Group, Deer Haunt Drive\01 OP-1.dwg, 10/23/2025 10:33:32 AM, rreino, 1:1 ENGINEERING, SURVEYING & LANDSCAPE ARCHITECTURE, P.C. LICENSE EXP. DATE: 12-31-2026 FIRM CERT. NO: 0021263 Page 21 David S. Steinmetz david@zarin-steinmetz.com December 19, 2025 Via Electronic Submission and Hand Delivery Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, NY 10567 Re: Yeshiva Ohr Hameir - Amended Site Plan Application 141 Furnace Woods Road Tax Lot 44.12-1-3 Dear Chairman Kessler and Members of the Planning Board: As you know, our firm, together with Ciarcia Engineering, P.C., Tim Miller Associates, and Weisz Architects, represents Yeshiva Ohr Hameir (the “Yeshiva”), located at 141 Furnace Woods Road, in connection with its application for Amended Site Plan Approval. We write to request placement on your Board’s January 6th agenda where we intend to present minor updates, improvements, and revisions to the Yeshiva’s plans, answer remaining questions, and where we respectfully ask that your Board consider closing the public hearing. Since we last met with your Board, the Yeshiva has taken comments from the public, Town Staff, and the Planning Board into consideration, and has updated its plans accordingly. In doing so, the plans now feature a pedestrian pathway showing ADA compliance, a parking table, and an updated occupancy chart with added information on staff, associated families, and weekend/holiday staff housing, which clearly shows the number of occupants that are proposed for each building on campus. Further, at the request of Town Staff, we are providing a fire code analysis figure, and a fire truck turnaround analysis figure. A maintenance/storage facility has also been added to the site plan and to the architectural set. The EAF has been updated accordingly. Since our last meeting, the DEC has confirmed our wetlands delineation and has signed the validation map. The Yeshiva has now begun the Article 24 permitting process with the DEC. [Intentionally left blank] Phone: (914) 682-7800 www.zarin-steinmetz.com 81 Main Street, Suite 415 Direct: (914) 220-0288 White Plains, New York 10601 Page 22 Town of Cortlandt Planning Board December 19, 2025 | Page 2 If you have any questions, please do not hesitate to contact us. We look forward to appearing before your Board at the January 6th meeting. Thank you for your consideration. Respectfully submitted, ZARIN & STEINMETZ LLP By: David S. Steinmetz Vincent M. Pedone Encls. cc: (via e-mail) Yeshiva Ohr Hameir Chris Kehoe, AICP Heather LaVarnway Michael Preziosi, P.E. Michael Cunningham, Esq. Chris Lepine, P.E. Dan Ciarcia, P.E. Steve Marino Chana Weisz Page 23 David S. Steinmetz david@zarin-steinmetz.com December 19, 2025 Via Electronic Submission and Hand Delivery Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, NY 10567 Re: Yeshiva Ohr Hameir - Amended Site Plan Application 141 Furnace Woods Road Tax Lot 44.12-1-3 Dear Chairman Kessler and Members of the Planning Board: As you know, our firm, together with Ciarcia Engineering, P.C., Tim Miller Associates, and Weisz Architects, represents Yeshiva Ohr Hameir (the “Yeshiva”), located at 141 Furnace Woods Road, in connection with its application for Amended Site Plan Approval. We write to request placement on your Board’s January 6th agenda where we intend to present minor updates, improvements, and revisions to the Yeshiva’s plans, answer remaining questions, and where we respectfully ask that your Board consider closing the public hearing. Since we last met with your Board, the Yeshiva has taken comments from the public, Town Staff, and the Planning Board into consideration, and has updated its plans accordingly. In doing so, the plans now feature a pedestrian pathway showing ADA compliance, a parking table, and an updated occupancy chart with added information on staff, associated families, and weekend/holiday staff housing, which clearly shows the number of occupants that are proposed for each building on campus. Further, at the request of Town Staff, we are providing a fire code analysis figure, and a fire truck turnaround analysis figure. A maintenance/storage facility has also been added to the site plan and to the architectural set. The EAF has been updated accordingly. Since our last meeting, the DEC has confirmed our wetlands delineation and has signed the validation map. The Yeshiva has now begun the Article 24 permitting process with the DEC. [Intentionally left blank] Phone: (914) 682-7800 www.zarin-steinmetz.com 81 Main Street, Suite 415 Direct: (914) 220-0288 White Plains, New York 10601 Page 24 Town of Cortlandt Planning Board December 19, 2025 | Page 2 If you have any questions, please do not hesitate to contact us. We look forward to appearing before your Board at the January 6th meeting. Thank you for your consideration. Respectfully submitted, ZARIN & STEINMETZ LLP By: David S. Steinmetz Vincent M. Pedone Encls. cc: (via e-mail) Yeshiva Ohr Hameir Chris Kehoe, AICP Heather LaVarnway Michael Preziosi, P.E. Michael Cunningham, Esq. Chris Lepine, P.E. Dan Ciarcia, P.E. Steve Marino Chana Weisz Page 25 David S. Steinmetz david@zarin-steinmetz.com December 19, 2025 Via Electronic Submission and Hand Delivery Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, NY 10567 Re: Yeshiva Ohr Hameir - Amended Site Plan Application 141 Furnace Woods Road Tax Lot 44.12-1-3 Dear Chairman Kessler and Members of the Planning Board: As you know, our firm, together with Ciarcia Engineering, P.C., Tim Miller Associates, and Weisz Architects, represents Yeshiva Ohr Hameir (the “Yeshiva”), located at 141 Furnace Woods Road (the “Property”), in connection with its application for Amended Site Plan Approval. We write to supplement the record with additional legal arguments necessary to respond to public concerns and the Petition filed by a member of the public (the “Petition”). Yeshiva History and Timeline For background, it is once again important to explain the history of the Yeshiva’s existence in Cortlandt, as this shows how long the entity has been lawfully operating. The Yeshiva lawfully exists at 141 Furnace Woods Road, demonstrated by receiving appropriate approvals, and extending those approvals whenever necessary: • 1980s (and earlier): The Property operated as a dude ranch. • 1985: Former Planning Director Felt determined that the Yeshiva was permitted to operate a “place of worship and religious instruction in connection with a school” in the R-40 zone. A letter explaining this was included in our previous submission. • July 27, 1990: Received a Certificate of Registration from the NYS Educational Department (Certificate 10-504). A copy of the Certificate was included in our previous submission. • January 13, 2010: Planning Board granted Site Plan and Special Permit approval for the construction of a dormitory building and an on-site wastewater treatment plant by Resolution Phone: (914) 682-7800 www.zarin-steinmetz.com 81 Main Street, Suite 415 Direct: (914) 220-0288 White Plains, New York 10601 Page 26 Town of Cortlandt Planning Board December 19, 2025 | Page 2 1-10 (condition capped students at 225, and max number of people permitted to regularly occupy the site at 300, excluding special events). • March 17, 2010: ZBA Decision and Order 23-07 (in conjunction with the Planning Board): Following the Yeshiva seeking permission to reconstruct dormitory space, it was determined that a Special Permit was required pursuant to 307-50 for a University, College or Seminary. o In addition, the ZBA Decision and Order granted a variance from 307-50(8), providing relief from the requirement that access to the premises be from a State or County highway only. • July 10, 2012: Planning Board granted amended Site Plan approval to eliminate the proposed wastewater treatment plant and permit the construction of an on-site pump station and a gravel access road that would permit the Yeshiva to connect to a future public sewer line (now, as of 2025, under construction). • Following 2010 and 2012 Approvals: Pursuant to the requirements of the Special Permit, we have submitted annual updates to the Planning Board regarding the Yeshiva’s operations and have received the required 3-year renewals of the Special Permit via Planning Board Resolutions 11-13, 5-16, 4-19, 1-22, and 1-25. Religious Institutions are Afforded Special Treatment and are Presumed to be Beneficial to their Communities Under the Religious Land Use and Institutionalized Persons Act (“RLUIPA”), “[n]o government shall impose or implement a land use regulation in a manner that imposes a substantial burden on the religious exercise of a person, including a religious assembly or institution, unless the government demonstrates that imposition of the burden on that person, assembly, or institution is in furtherance of a compelling governmental interest; and is the least restrictive means of furthering that compelling governmental interest.” 42 U.S.C.A. § 2000cc(a)(1). Religious and educational institutions are afforded special treatment, meaning that “while they are not exempt from local zoning laws, ‘greater flexibility is required in evaluating an application for a religious use than an application for another use and every effort to accommodate the religious use must be made.’” Rosenfeld v. Z.B.A. of Ramapo, 6 A.D.3d 450, 450 (2d Dept. 2004) (quoting Genesis Assembly of God v. Davies, 208 A.D.2d 627, 628, (2d Dept. 1994)). A municipality cannot ask a religious institution to show that “no ill effects will result from the proposed use” because such a requirement “fails to recognize that educational and religious uses ordinarily have inherent beneficial effects that must be weighed against their potential for harming the community.” See Cornell University v Bagnardi, 68 N.Y.2d 583, 597, 510 N.Y.S.2d 861, 868 (1986). Dating back to 1956, New York courts have held that “religious institutions are beneficial to the public welfare by their very nature and that, therefore, exercises of the police power directed toward determining whether such institutions will harm the public if located in a particular Page 27 Town of Cortlandt Planning Board December 19, 2025 | Page 3 residential area must begin with that assumption.” Jewish Reconstructionist Synagogue of N. Shore v. Incorporated Vil. of Roslyn Harbor, 38 N.Y.2d 283, 286-87 (1975) (citing Community Synagogue v Bates, 1 N.Y.2d 445 (1956)). The same has been held at the federal level, with the courts stating that “it is well established as a matter of public policy that educational or religious uses of land are ‘presumed to have a beneficial effect on the community.’” Westchester Day School v. Village of Mamaroneck, 417 F.Supp.2d 477, 562 (S.D.N.Y. 2006) (quoting Pine Knolls Alliance Church v. Zoning Bd. of Appeals of Town of Moreau, 804 N.Y.S.2d 708, 711 (2005)). The presumption of public benefit is so strong that “ordinarily such factors bearing on public health, safety and welfare as neighborhood appearances, adverse effect on property values, loss of tax revenue, decreased enjoyment of neighboring properties and traffic hazards are insufficient to rebut the presumption.” McGann v. Incorporated Village of Old Westbury, 186 Misc.2d 661, 662 (Sup. Ct. Nassau County 2000) (citing Matter of Diocese of Rochester v Planning Bd., 1 NY2d 508, 526 (1956)). Because of their presumed beneficial effect, New York law establishes “that religious and educational institutions ‘enjoy special treatment with respect to residential zoning ordinances because these institutions presumptively serve the public’s welfare and morals.’” Apostolic Holiness Church v. Z.B.A. of Babylon, 220 A.D.2d 740, 743 (2d Dep’t. 1995) (quoting Matter of Lawrence School Corp. v Lewis, 174 A.D.2d 42, 46 (2d Dep’t 1992)). The Yeshiva, by its very nature, has a presumed beneficial effect on the community of Cortlandt, and this has remained true since its inception in 1985. In evaluating any application filed by the Yeshiva, it must be afforded special treatment and greater flexibility than other land use applications received by the Town. This means that the Yeshiva cannot be required to prove that no ill effects will result from its use, and that the Town cannot regulate the Yeshiva in a manner that imposes a substantial burden on its religious exercise. Hence, generalized community opposition, allegations of unsubstantiated impacts upon property values, assertions about safety associated with students or neighbors walking along public rights-of-way, all must be rejected as insufficient to rebut a clearly articulated legal presumption. A Student Cap Cannot Legally be Imposed on the Yeshiva When the Yeshiva obtained its Special Permit in 2010, it agreed or consented to a student cap of 225 students for a very specific reason: the existing septic system could not safely handle anything greater than that, and the on-site sewer treatment plant was being sized for that flow. With the new addition of the Furnace Woods Sewer District and force main, the Yeshiva can now safely accommodate more students, and accordingly, wishes to remove the student cap, as it is unnecessary and unlawful. While a municipal board may attach conditions to a special permit, that power is not unlimited: the conditions must “relate directly to, and be incidental to, the proposed use of the real property and not to the manner of the operation of the particular enterprise conducted on the premises which are the subject of the special permit.” Summit School v. Neugent, 82 A.D.2d 463, 467 (2d Dep’t 1981) (emphasis added). Further, “[p]rovisions in a special use permit which ‘[relate] to the total number of students are invalid, because they apply to the details of the operation of the business and not to the zoning use of the premises.’” Id at 471 (bold added) Page 28 Town of Cortlandt Planning Board December 19, 2025 | Page 4 (quoting Bernstein v. Board of Appeals of Vil. of Matinecock, 60 Misc.2d 470, 476 (Sup. Ct. Nassau County 1969); Incorporated Vil. of Brookville v. Paulgene Realty Corp., 24 Misc.2d 790, 795 (Sup. Ct. Nassau County 1960)). Municipal boards cannot mandate conditions that are unrelated to the purposes of zoning. See St. Ogne v. Donovan, 71 N.Y.2d 507, 516 (1988). As discussed in Summit School, a student cap placed on a school is wholly unlawful, as it seeks to affect the operation of the school, rather than the use of the property. By attempting to regulate details of the operation rather than the use of the land on which the enterprise is located, these conditions “do not seek to ameliorate the effects of the land use at issue, and are thus unrelated to the legitimate purposes of zoning.” St Ogne v. Donovan, 71 N.Y.2d at 517. Physical occupancy limits imposed by fire code or the State Dormitory Authority are different from arbitrary student cap numbers required by a Planning or Zoning Board. In the case of the Yeshiva, imposition of a student cap affects the operation of its religious school. As exemplified by over sixty years of New York caselaw, a student cap cannot lawfully be mandated. Since the Yeshiva is no longer restricted by a failing septic system, it wishes to remove the student cap, and be governed by applicable New York State building and fire code, as required by law. The Yeshiva’s Special Permit Cannot be Revoked Despite the unusual argument presented in the so-called Petition, there is no legal or factual basis for revocation of the Yeshiva’s Special Permit as demanded in the Petition. It is long-standing zoning practice in New York for special permits to only be revoked where there has been a failure on the part of the permit holder to comply with the procedural mandates of the permit and/or where substantive noncompliance is found. NY Zoning Law and Practice § 45:13. A special permit can only be revoked where the board can show that the permit holder violated a condition of the permit. Northside Salvage Yard, Inc. v. Board of Appeals of Town of Pittsford, 199 A.D.2d 1001, 1001 (4th Dep’t 1993). In fact, the board that granted the special permit in the first instance cannot effect a review for recission of its prior determination except upon “a presentation of new evidence or additional facts which adequately support and justify finding that permittee has failed to act in good faith and has failed, within reasonable time, to proceed with fulfillment of conditions and requirements originally imposed by board on granting of permit.” Country Ridge Club, Inc. v. Posillipo, 14 Misc.2d 105, 108 (Sup. Ct. Westchester County 1958). No such facts are present here. Additionally, in New York, vested rights are attained where, “pursuant to a legally issued permit, the landowner demonstrates a commitment to the purpose for which the permit was granted by effecting substantial changes and incurring substantial expenses to further the development.” Town of Orangetown v. Magee, 88 N.Y.2d 41, 47 (1996). Further, “a vested right to complete the project is attained “when substantial work is performed and obligations are assumed in reliance on a permit legally issued.” Ninnie v. Gould, 178 A.D.2d 832, 834 (3d Dep’t 1991) (quoting Matter Page 29 Town of Cortlandt Planning Board December 19, 2025 | Page 5 of Lefrak Forest Hills Corp. v. Galvin, 40 A.D.2d 211, 218). Attaining vested rights precludes the revocation of a special permit. See id. Applied to the Yeshiva, its Special Permit cannot be revoked: there has been no failure on the part of the Yeshiva to comply with the procedural mandates or to satisfy any conditions of the special permit. Dating back to receipt of its 2010 Special Permit, the Yeshiva has submitted annual updates to the Planning Board (as has Town Staff) regarding its operations and has received the required 3-year renewals of the Special Permit via Planning Board resolutions 11-13, 5-16, 4-19, 1-22, and 1-25, and has complied with all conditions imposed. Further, the Yeshiva has vested rights in its Special Permit as it has remained committed to its stated purpose, and some sewer work has been completed, and it has been operating in reliance on the special permit for over 15 years, making it irrevocable. Finally, even if there was some basis to assert any noncompliance—which there is not— the Town of Cortlandt Planning Board would not be the party in interest to enforce that. Hence, the Petition is substantively and jurisdictionally deficient and must be rejected. On-Site Housing is Incidental to the Yeshiva’s Religious and Seminary Use Student and staff housing is a recognized component of the religious use. In Hapletah v. Assessor of Town of Fallsburg, the court recognized that in furtherance of Yeshivath Hapletah’s religious school, “the subject housing facilities are occupied exclusively by staff, teachers, Rabbis, and families, members of which are either students at the yeshivah or parents of students too young to attend the school without parental supervision.” Hapletah v. Assessor of Town of Fallsburg, 79, N.Y.2d 244, 250 (1992). Further, if Hapletah “was unable to provide residential housing accommodations to its faculty, staff, students and their families, its primary purposes of providing rigorous religious and educational instruction at the yeshivah would be seriously undermined…thus, these housing facilities are ‘necessary and reasonably incidental’ to the primary purpose” of the facility. See id at 251 (emphasis added). In addition to religious institutions being permitted to use their property as a dormitory for their religious school, they are also permitted to include “guest accommodations,” as “[e]ducational institutions are generally permitted to engage in activities and locate on their property facilities for such social, recreational, athletic, and other accessory uses as are reasonably associated with their educational purpose” Association of Zone A & B Homeowners Subsidiary, Inc. v. Zoning Bd. of Appeals of City of Long Beach, 298 A.D.2d 583, 583-84 (2d Dep’t 2002) (quoting Town of Islip v. Dowling Coll., 275 A.D.2d 366, 367 (2d Dep’t 2000)). New York courts have been very flexible in their interpretation of religious uses under local zoning ordinances, and it has long been held that religious uses extend beyond worship, as religious institutions “recognize that the area of their responsibility is broader than leading the congregation in prayer.... to limit a church to being merely a house of prayer and sacrifice would, in a large degree, be depriving the church of the opportunity of enlarging, perpetuating and strengthening itself and the congregation.” Sullivan v. Bd. of Zoning Appeals of City of Albany, 144 A.D.3d 1480, 1483-84 (3d Dep’t 2016) (quoting Matter of Community Synagogue v. Bates, 1 N.Y.2d 445, 453 Page 30 Town of Cortlandt Planning Board December 19, 2025 | Page 6 (1956)). The wide range of religious uses that customarily take place at religious institutions, including student, guest, staff, faculty, and family housing, are a critical part of the congregation flourishing as a tight-knit community. Despite baseless claims in the Petition that student dormitories are not permitted on the Yeshiva campus, New York caselaw dictates that if the Yeshiva were not able to provide housing to its students (as well as staff, faculty, guests, and family), its primary purposes of providing rigorous religious and educational instruction would be seriously undermined. Hapletah v. Assessor of Town of Fallsburg, 79, N.Y.2d at 250; Association of Zone A & B Homeowners Subsidiary, Inc. v. Zoning Bd. of Appeals of City of Long Beach, 298 A.D.2d at 583-84. The student, guest, staff, faculty, and family housing provided by the Yeshiva is “necessary and reasonably incidental” to the primary purpose of the Yeshiva. Hapletah v. Assessor of Town of Fallsburg, 79, N.Y.2d at 251. Conclusion If you have any questions, please do not hesitate to contact us. We look forward to appearing before your Board at the January 6th meeting. A separate submission letter with updated information is being simultaneously filed with your Board. Thank you for your consideration. Respectfully submitted, ZARIN & STEINMETZ LLP By: David S. Steinmetz Vincent M. Pedone Encls. cc: (via e-mail) Yeshiva Ohr Hameir Chris Kehoe, AICP Heather LaVarnway Michael Preziosi, P.E. Michael Cunningham, Esq. Chris Lapine, P.E. Dan Ciarcia, P.E. Steve Marino Chana Weisz Page 31 YESHIVA OHR HAMEIR PROPOSED DORMITORY & DINING HALL MODIFICATION DECEMBER 17, 2025 NOW OR FORMERLY NOW OR FORMERLY THOMAS & IZUMI CORRELL NOW OR FORMERLY NOW OR FORMERLY SOO YOUNG YANG NOW OR FORMERLY 44.12-2-1 PETER HERPICH JORGE G. INGA SARI 44.8-5-3 MATTHEW LAWRENCE KARABAIC 44.12-2-34 44.8-5-24 NOW OR FORMERLY 44.8-5-25 MATTHEW LAWRENCE NOW OR FORMERLY KARABAIC DAVID RAYMOND GRAFE 44.8-5-24 44.12-2-35 FM FM FM 4 FM 7 FM FM 1H 3 NOW OR FORMERLY DIANA MANHEIMER- TAYLOR 6 44.12-1-4 2 E DP 8"H NOW OR FORMERLY SARAH B. GILLEN & ROBERT B. JERSEY 44.12-1-6.2 NOW OR FORMERLY PE D "H NANCY L. BOUTROSS 12 44.12-3-5 12"HDPE 13 2H NOW OR FORMERLY PICCIANO ENTERPRISES LLC. 44.8-6-9.4 JEFFREY L. SHUCHAT & JACQUELINE K. TURNER 44.12-3-2 NOW OR FORMERLY J.D. SUPP NEEDS T O'CONNOR 44.12-3-1 LANDS OF THE COUNTY OF WESTCHESTER 44.11-1-1 NOW OR FORMERLY CRISTIAN GARCIA NOW OR FORMERLY 44.12-1-2 36 MONTROSE STATION ROAD NOW OR FORMERLY LANDS OF 44.12-1-1 THE TOWN OF CORTLANDT 44.12-1-7 OWNER: SITE ENGINEER: ATTORNEYS: SURVEYOR: ENVIROMENTAL CONSULTANT: ARCHITECT: YESHIVA OHR HAMEIR CIARCIA ENGINEERING, P.C. ZARIN & STEINMETZ TIM MILLER ASSOCIATES, INC. WEISZ ARCHITECTS 141 FURNANCE WOODS ROAD 360 UNDERHILL AVENUE 81 MAIN STREET 10 NORTH STREET 1515 FOREST AVENUE #101 CORTLANDT MANOR, NY 10567 YORKTOWN HEIGHTS, NY 10598 WHITE PLAINS, NY 10601 COLD SPRINGS, NY 10516 LAKEWOOD, NJ 08701 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS (914) 245-0123 (914) 682-7800 (845) 265-4400 (732) 202-5455 DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 32 14 SHEET NUMBER ZONING DISTRICT: R-40 & UNIVERSITY, COLLEGE OR SEMINARY (307-50) EXISTING PROPOSED EXISTING OVERALL DESCRIPTION REQ'D DODGE CITY DORMITORY SANCTUARY SITE BLDG BLDG BUILDING TOWN NOTES: 1 MIN. LOT AREA 25 ACRES 37.18 ACRES NO CHANGE NO CHANGE NO CHANGE 200 FEET 896.5 FEET NO CHANGE NO CHANGE NO CHANGE 1. ALL DISTURBED AREAS SHALL BE 100% STABILIZED AND PLANTED MIN. FRONTAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. MIN. FRONT YARD 100 FEET 49.0 FEET 186.7 193.9 280.3 CAMPUS POPULATION TABLE 2. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL ORIGINAL DATE: 11/17/2025 1 MISC. REVISIONS 12-17-25 100 FEET 244 FEET 496.1 472.7 386.4 IMPROVEMENTS TO BE DEDICATED TO THE TOWN OF CORTLANDT MIN. SIDE YARD FOR REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE 100 FEET 775 FEET 969.8 944.4 989.2 DEDICATION. THIS SHALL INCLUDE TOPOGRAPHY AND UTILITY MIN. REAR YARD PROJECT NUMBER: ELEVATIONS. MAX. BLDG HEIGHT 70 FEET <35 FT 30 FEET 51.3 FT 28.4 FT 3. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL 2-21 2-1/2 2 3 2 ON-SITE IMPROVEMENTS FOR REVIEW AND APPROVAL PRIOR TO MAX. BLDG STORIES ISSUANCE OF CERTIFICATE OF OCCUPANCY. THIS SHALL INCLUDE 25% 3.3% 27,126 S.F. 48,228 SF 9,047 S.F. TOPOGRAPHY AND UTILITY ELEVATIONS. MAX. BLDG COVERAGE 50% 78.0% 4. PRIOR TO THE BACKFILLING OF ANY STORM WATER BEST MIN. LANDSCAPED COVER MANAGEMENT PRACTICE, DOTS-ENGINEERING SHALL BE NOTIFIED 4 2 5 3 PARKING PROVIDED - 35 + 3 HANDICAP SPACES TO PERFORM AN INSPECTION. 5. ALL PROPOSED IMPORT FILL MUST BE TESTED AND CERTIFIED AS UNRESTRICTED, SUITABLE FOR RESIDENTIAL USE IN ACCORDANCE WITH TOWN POLICY. CERTIFICATION MUST BE PROPERTY DATA PROVIDED BY A LICENSED PROFESSIONAL. ALL CERTIFICATIONS SHALL BE ADDRESSED TO TOWN’S PLANNING BOARD ENGINEER. PROPERTY OWNER CONGREGATION YESHIVA OHR HAMEIR ALL SOIL ANALYTICS AND REPORTS WILL BE FORWARDED TO THE TOWN’S PLANNING BOARD ENGINEER FOR REVIEW AND APPLICANT CONGREGATION YESHIVA OHR HAMEIR APPROVAL. 141 FURNACE WOODS ROAD LOCATION CORTLANDT MANOR, NY 10567 6. PRIOR TO ACCEPTANCE OF THE ROAD AND DRAINAGE FACILITIES, TAX MAP DATA SECTION 44.12 BLOCK 1 LOT 3.1 THE TOWN WILL REQUIRE A CERTIFICATION FROM A NYS CIARCIA ENGINEERING, P.C. ENGINEER THAT THE COMPLETED SITE WORK AND DRAINAGE SITE AREA 37.182 ACRES IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING OR DOWNSTREAM PROPERTIES. 7. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING SURVEY DATA IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN YORKTOWN HEIGHTS, NY 10598 OF CORTLANDT AND AN AIR QUALITY PERMIT FROM THE 1. BOUNDARY SURVEY PREPARED BY BUNNEY ASSOCIATES AND BADEY AND WESTCHESTER COUNTY DEPARTMENT OF HEALTH. 360 UNDERHILL AVENUE WATSON. 2. TOPOGRAPHIC DATA PREPARED BY TC MERRITTS. 8. THERE SHALL NO PROCESSING OF EXCAVATED MATERIALS BY A 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. ROCK CRUSHER OR SIMILAR EQUIPMENT ON-SITE. (914) 245-0123 9. AN APPLICATION FOR A ROAD OPENING PERMIT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL SERVICES COMMUNITY DATA (DOES). SCHOOL DISTRICT: HENDRICK HUDSON 10. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING NEAREST SCHOOL: BLUE MOUNTAIN MIDDLE SCHOOL (0.6 MILES) GRADES. FIRE DISTRICT: MOHEGAN LAKE FIRE DISTRICT 11. NOTIFY DOTS 48 HOURS PRIOR TO INITIATING WORK. NEAREST FIREHOUSE: 3 MILES 12. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING NEAREST PARK: BLUE MOUNTAIN (ADJACENT) ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 13. BACKFLOW PREVENTION DEVICES SHALL BE DESIGN AND INSTALLED IN ACCORDANCE WITH UNIVERSITY OF SOUTHERN ZONING DATA CALIFORNIA LIST OF APPROVED BACKFLOW PREVENTION DEVICES, NYSDOH GUIDELINES FOR DESIGNING BACKFLOW PERMITTED USES ("PERMITTED BY RIGHT"): PREVENTION ASSEMBLY INSTALLATIONS, AND BUILDING CODE CHURCH OR OTHER PLACE OF WORSHIP INLUDING RELIGIOUS INSTRUCTION; PRIVATE SCHOOL OFFERING COURSES IN GENERAL INSTRUCTION. PROJECT INFORMATION PLANNING BOARD NOTES 1. THE SEWER LINE WILL BE DESIGNED WITH SUFFICIENT CAPACITY, AS DETERMINED BY THE DEPARTMENT OF TECHNICAL SERVICES, TO ACCOMODATE PROPERTIES ALONG, AND IN THE IMMEDIATE VICINITY OF, THE ROUTE OF THE PROPOSED SEWER LINE. 2. AT THE TIME OF BUILDING PERMIT APPLICATION, THE APPLICANT SHALL INSPECT OIL AND REMOVE ALL DEAD, DISEASED AND/OR HAZARDOUS TREES THAT COULD IMPACT THE TANK TOWN ROAD AND/OR RIGHT OF WAY OF FURNACE WOODS ROAD FOR A DISTANCE OF 50 FEET FOR THE ENTIRE FRONTAGE OF THE APPLICANT'S PROPERTY. SAID TREE INSPECTION WILL BE CONDUCTED BY A TOWN APPROVED ARBORIST. 1H 3. AT TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY THE APPLICANT SHALL CONSTRUCT AN ON-SITE WALKING PATH TO THE SATISFACTION OF THE DIRECTOR OF 3 TECHNICAL SERVICES. FEMA DATA 1. PORTION OF SITE IS WITHIN FEMA ZONE A. 2. AREA ON NORTH SIDE OF MAPLE AVENUE IS IN FEMA ZONE AE WITH AN ESTABLISHED 100-YEAR ELEVATION OF 307 FT. AMMENDED SITE PLAN YESHIVA OHR HAMEIR REPLACE ASPHALT PAVEMENT Prepared For 2 E PROPANE DP LEGEND 13 TANK 8"H EXISTING SIDEWALK 2H PROPOSED SIDEWALK ADA ACCESS PATH DORMITORY CHALET ADA ACCESS DINING HALL ADA ACCESS UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=20' SCALE: 1"=20' NEW YORK STATE EDUCATION LAW. Page 33 14 SHEET NUMBER CONSTRUCTION NOTES: 2 4 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 11-17-25 6 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 3/27/2012 2 MISC. REVISIONS 6-11-25 3 MISC. REVISIONS 8-19-25 1 MISC. REVISIONS 4-18-25 PROJECT NUMBER: APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED S 20° 22' 30" E 72.43' S 26° 25' 10" E 24.61' CIARCIA ENGINEERING, P.C. S 8° 53' 10" E S 20° 22' 20" E 84.10' S 32° 00' 30" E 8.70' S 2° 30' 50" W 67.13' X 22.11' S 16° 06' 40" W S 1° 50' 40" E 8.04' YORKTOWN HEIGHTS, NY 10598 S 43° 35' 30" E S 21° 15' 30" E 14.30' S 24° 17' 20" E S 23° 17' 00" E 10.36' 22.83' S 36° 33' 30" E X X S 43° 58' 10" E 23.99' S 17° 21' 10" E S 10° 55' 50" E 360 UNDERHILL AVENUE S 35° 45' 00" E 52.95' 17.34' S 46° 28' 50" E 140.03' 39.13' 59.11' S 17° 26' 50" E S 20° 57' 30" E 11.35' S 28° 07' 00" W 37.99' S 15° 44' S 32° E 03' 40" E FM 10" X 24.78' 20.16' FM 65.00' FM X BUILDINGS TO FM 36.70' (914) 245-0123 FM 104.12' BE REMOVED FM X X FM FM FM 83.52' FM FM 20.60' S 16° 06' 10" E 0' APPROXIMATE LOCATION OF S 30° 17' 40" E FM 25.17' 48.8 FM EXISTING 1" COPPER WATER 22.76' FM SERVICE TO REMAIN S 38° 23' 20" E FM N 81° 03' 20" E FM FM 19.65' 102.52' FM FM FM APPROXIMATE LOCATION OF FM FM FM S 78° 42' 00" W EXISTING 2" COPPER WATER FM SERVICE TO REMAIN FM 62.32' X FM X X N 8° 59' 00" W S 65° 01' 50" W 2' 53.7 110.00' BUILDING TO 167.88' X BE REMOVED X N 84° 13' 30" E PROPANE 33.40' TANK X EXISTING / DEMOLITION PROPANE X PROPANE TANK TANK X S 3° 22' 40" E X X 116.36' N 64° 01' 40" E 13 S 36° 24' 45" W 14.13' PLAN S 53° 44' 10" W 45.67' 2.55' W EXISTING SSDA AREA 'D' TO BE ABANDONED HVAC OIL TANK X X N 59° 42' 30" E 172.39' EXISTING SSDA AMMENDED SITE PLAN AREA 'C' TO BE ABANDONED YESHIVA OHR HAMEIR Prepared For BUILDING TO BE REMOVED N 59° 04' 10" E 228.92' X:\Details\811Eng_ver_BW.jpg UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 34 14 SHEET NUMBER 3 3 MISC. REVISIONS 12-17-25 2 TOWN COMMENTS 11-17-25 1 TOWN COMMENTS 10-13-25 ORIGINAL DATE: 8/19/2025 PROJECT NUMBER: 4 5 APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED CIARCIA ENGINEERING, P.C. X YORKTOWN HEIGHTS, NY 10598 X X 360 UNDERHILL AVENUE FM X FM FM X FM (914) 245-0123 FM FM X X FM FM FM 4 FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM FM FM FM FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM X FM X X 3 X X 6 PROPANE TANK X PROPANE 2 E X PROPANE DP TANK TANK X 8"H X X SITE PLAN PE D "H 12 HVAC OIL TANK X X AMMENDED SITE PLAN 12"HDPE YESHIVA OHR HAMEIR Prepared For REPLACE ASPHALT PAVEMENT BUILDING TO BE REMOVED 13 2H PROPOSED ON-SITE WALKING TRAIL UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 35 14 SHEET NUMBER 4 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 5 MISC. REVISIONS 12-17-25 2 MISC. REVISIONS 4-18-25 1 MISC. REVISIONS 3-28-25 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED CIARCIA ENGINEERING, P.C. W W W W YORKTOWN HEIGHTS, NY 10598 W 360 UNDERHILL AVENUE W FM W FM FM FM (914) 245-0123 FM W FM FM FM FM 4 W FM 7 FM W APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER W FM SERVICE TO REMAIN FM FM W FM FM FM FM W APPROXIMATE LOCATION OF W FM FM W FM W EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN W FM FM 0+00 .00 SMH-1 W 3 W PROPOSED 2"COP DOMESTIC SERV PER W ICE 1+0 W 0.00 W 6 W W PROPOSED 4"DIP W W W CL54 FIRE SERVICE W W W W W W 2+0 0.00 GRADING & UTILITY PLAN 2 W E SMH-2 DP W 8"H W W W W W SMH-5 6+00.00 W SMH-6 W 7+00.00 W W 3+ .00 00 W 00 .00 5+ W SMH-3 W 4+00.00 W SMH-4 W W SMH-7 PE W D "H 7+61.78 12 W W W W W W W W AMMENDED SITE PLAN 12"HDPE W W YESHIVA OHR HAMEIR W PROPOSED 4"DIP W W W CL54 FIRE SERVICE PROPOSED 2"COP W W DOMESTIC SERV PER W W W W W W W ICE W W W W W W W W W Prepared For REPLACE PROPOSED HYDRANT ASPHALT PAVEMENT 13 2H UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 36 CONSTRUCTION SCHEDULE 14 SHEET NUMBER 16. CONSTRUCT REMAINDER OF BUILDING, DRIVEWAY AND PARKING AREAS. FIRST INSTALL CURBS, ASPHALT PRIOR TO THE BEGINNING OF ANY SITE WORK THE MAJOR FEATURES OF THE CONSTRUCTION MUST BE FIELD STAKED 5. INSTALL SEDIMENT TRAP IN THE LOCATION SHOWN ON THE PLAN. ONCE SEDIMENT HAS REACHED THE BINDER, AND CONCRETE SIDEWALK. ONCE BINDER COURSE IS INSTALLED, DRAINAGE OUTLET MAY BE BY A LICENSED SURVEYOR. THESE INCLUDE THE BUILDING, LIMITS OF DISTURBANCE, UTILITY LINES, AND LEVEL INDICATED ON THE SEDIMENT MARKER(SIX INCHES), IT SHALL BE REMOVED FROM THE SEDIMENT UNBLOCKED. WINTER STABILIZATION NOTES: STORMWATER PRACTICES. BASIN. SEDIMENT EXCAVATED FROM THE BASIN SHALL NOT BE STOCKPILED AND SHALL BE REMOVED 17. BACKFILL CURBS, GRADE, PLACE FINAL SOIL TOPPING AND PUT IN PLACE PERMANENT VEGETATIVE COVER OVER IMMEDIATELY FROM THE SITE. ALL DISTURBED AREAS, LANDSCAPE BEDS, SLOPES, ETC. IF CONSTRUCTION ACTIVITIES ARE EXPECTED TO EXTEND INTO OR OCCUR DURING THE WINTER SEASON THE 6. BEGIN ROUGH GRADING THE SITE. CONTRACTOR TO LIMIT EXPOSURE OF DENUDED SOILS BY PROVIDING 18. ONCE SITE STABILIZATION HAS TAKEN PLACE (AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL CONTRACTOR SHALL ANTICIPATE PROPER STABILIZATION AND SEQUENCING. CONSTRUCTION SHALL BE 5 1. PRIOR TO THE START OF THE PROJECT, AN ON-SITE PRE-CONSTRUCTION MEETING WILL BE HELD. THIS TEMPORARY STABILIZATION FOR WORK AREAS THAT WILL REMAIN UNDISTURBED FOR OVER SEVEN (7) STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT SEQUENCED SUCH THAT WHEREVER POSSIBLE AREAS OF DISTURBANCE THAT CAN BE COMPLETED AND WILL BE ATTENDED BY THE PROJECT OWNER, THE OPERATOR RESPONSIBLE FOR COMPLYING WITH THE DAYS. CHIPPED ROCK THAT IS NOT SUITABLE TO REMAIN ON SITE SHALL BE HAULED AWAY AND PROPERLY NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND PERMANENTLY STABILIZED SHALL BE DONE BY APPLYING AND ESTABLISHING PERMANENT VEGETATIVE COVER APPROVED CONSTRUCTION DRAWINGS INCLUDING THE EROSION AND SEDIMENT CONTROL (E&SC) PLAN AND DISPOSED OF AN AREA HAS BEEN PROVIDED FOR THE STOCKPILING OF REMOVED SOIL AND ROCK WHICH IS SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS), REMOVE ALL BEFORE THE FIRST FROST. AREAS SUBJECT TO TEMPORARY DISTURBANCE THAT WILL NOT BE WORKED FOR AN DETAILS, THE DESIGN ENGINEER, THE ENGINEER RESPONSIBLE FOR E&SC MONITORING DURING TO BE REMOVED FROM THE SITE. TEMPORARY EROSION AND SEDIMENT CONTROLS, UNPLUG THE DRAINAGE SYSTEM TO ALLOW RUNOFF TO ENTER EXTENDED PERIOD OF TIME SHALL BE TREATED WITH TEMPORARY SEED, MULCH, AND/OR EROSION BLANKETS. CONSTRUCTION, AND TOWN REPRESENTATIVES FROM THE DEPARTMENT OF TECHNICAL SERVICES (DOTS). 7. ROUGH GRADE BUILDINGS, DRIVEWAY, AND PARKING AREA. THE STORMWATER MANAGEMENT SYSTEM. 2. A LICENSED SURVEYOR MUST DEFINE INFRASTRUCTURE LOCATIONS, LIMITS OF DISTURBANCE, 8. BEGIN CONSTRUCTION OF BUILDING. POST CONSTRUCTION MAINTENANCE: 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 STORMWATER BASIN LIMITS, AND GRADES IN THE FIELD PRIOR TO START OF ANY CONSTRUCTION. LIMITS 9. BEGIN THE EXCAVATION AND INSTALLATION OF THE STORMWATER MANAGEMENT SYSTEM. PROTECT TRENCHES 2 MISC. REVISIONS 6-11-25 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 OF DISTURBANCE SHALL BE MARKED WITH THE INSTALLATION OF CONSTRUCTION FENCE OR APPROVED EQUAL. AND OPEN EXCAVATIONS FROM EROSION. ENTRY INTO THE SYSTEM SHALL BE BLOCKED OFF UNTIL SITE Control to be Inspection Maintenance THE EXTENTS OF THE STORMWATER MANAGEMENT SYSTEM SHALL BE CORDONED OFF TO MINIMIZE THE HAS REACHED FINAL STABILIZATION. ONCE SYSTEM HAS BEEN INSTALLED, BACKFILL, SEED WHERE NECESSARY, Inspected Frequency Maintenance Procedure Threshold Criteria PROJECT NUMBER: DISTURBANCE ON THIS AREA. AND REINSTALL MEASURES TO CORDON OFF THE SYSTEM FROM DISTURBANCE. 3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL 10. DURING SITE CONSTRUCTION MAINTAIN AND RE-ESTABLISH AS REQUIRED EROSION CONTROL AND Drain Inlets/ Filter Insert Quarterly 3"+ accumulated sediment Remove debris and sediment annually. PLAN FOR THE PROJECT'S IMMEDIATE DISTURBANCE AREAS. THIS SHALL INCLUDE, BUT NOT LIMITED TO STABILIZATION MEASURES AS REQUIRED BY THE SITE PLAN AND DETAILS. Annually Remove debris and sediment annually. Detention Pond 3"+ accumulated sediment SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETC. INSTALL THE SEDIMENT 11. EXCAVATE TO THE SUB-GRADE LEVEL. SCARIFY THE EXISTING SOIL TO A DEPTH OF 12-INCHES BY ROTOTILLING OR TRAP IN THE LOCATION SHOWN ON THE PLANS. THIS SEQUENCE MUST BE FOLLOWED TO INSURE PROPER OTHER MEANS ACCEPTABLE TO THE ENGINEER. INSTALL ALL COURSES OF STONE AS PER THE SPECIFICATIONS IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN (E&SC) AND STORMWATER POLLUTION GIVEN ON THE PLAN. PREVENTION PLAN (SWPPP). CORDON OFF STORMWATER PRACTICES AS SHOWN ON THE E&SC PLAN TO PREVENT 12. INSTALL BASE COURSE OF ITEM 4 IN ALL PAVEMENT AREAS. STABILIZE ALL OPEN AREAS WITH SEED AND MULCH. COMPACTION OF UNDERLYING SOILS. DURING CONSTRUCTION, RUNOFF WILL SHEET FLOW ACROSS THE SITE TO 14. ONCE BASE COURSE HAS BEEN INSTALLED AND OPEN AREAS STABILIZED, BEGIN REMOVAL OF SEDIMENT THE PERIMETER WHERE IT WILL BE PASS THROUGH SILT FENCING. TRAP. CLEAN OUT THE ACCUMULATED SEDIMENT AND ROUGH GRADE THE REMAINDER OF THE PARKING AREA. 5 4. STRIP SITE, CLEAR VEGETATION, AND PLACE TOPSOIL IN STOCKPILE LOCATIONS SHOWN ON THE PLAN. 15. COMPLETE INSTALLATION OF STORMWATER MANAGEMENT SYSTEM. APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED CIARCIA ENGINEERING, P.C. W LOD LOD W W X LOD LOD W YORKTOWN HEIGHTS, NY 10598 X W X LOD LOD 360 UNDERHILL AVENUE W FM W X FM FM X LOD LOD FM (914) 245-0123 FM W FM X X FM FM FM 4 W FM 7 FM D LO W LO APPROXIMATE LOCATION OF FM D LOD FM LOD EXISTING 1" COPPER WATER W FM SERVICE TO REMAIN LO D LOD FM LOD FM W FM LOD D FM LOD LOD LO LO FM FM W D APPROXIMATE LOCATION OF W FM FM LO W D LOD FM W EXISTING 2" COPPER WATER FM LOD 1H SERVICE TO REMAIN W FM LOD LOD X LOD FM LO LOD W X SMH-1 LOD X D LOD 3 LOD LO LOD LOD W X D LOD LOD PROPOSED 2"COP LO DOMESTIC SERV PER W D LOD LOD LOD LOD ICE LOD LOD LOD LOD W LOD X LOD LOD LOD LOD W LOD LOD LOD LOD 6 LOD W PROPANE W PROPOSED 4"DIP W W W TANK LOD X CL54 FIRE SERVICE LOD W W W W W W LOD LO EROSION CONTROL PLAN D LOD LOD 2 W PROPANE E SMH-2 X LOD PROPANE LOD LOD DP TANK LOD LOD LOD W TANK LOD LOD LO X D D 8"H LO W LOD LOD LO W D D LO X W X LO LOD W LO D D LO D W SMH-5 W D SMH-6 LO LOD W W LOD D LO LO D W LOD W LOD LOD L OD LOD W LOD SMH-3 LOD LO D LOD W LOD LOD LO W LO D D SMH-4 D LO W LO D D LO LO W D SMH-7 D PE LO LOD W D LOD LOD LOD LOD "H LO D 12 W LO LOD D LO D W LO D LO W D LOD W LO HVAC D W LOD LOD OIL LOD W TANK LOD X W LO D X LOD LOD W LOD AMMENDED SITE PLAN LOD LOD 12"HDPE W LOD W YESHIVA OHR HAMEIR LOD D LO W PROPOSED 4"DIP W W W CL54 FIRE SERVICE PROPOSED 2"COP D PER LOD W W DOMESTIC SERV LO W W W W W W W ICE W W W W W W W W LOD W Prepared For REPLACE PROPOSED HYDRANT ASPHALT PAVEMENT LO LOD BUILDING TO BE D REMOVED 13 LOD 2H LO D PROPOSED LOD LO ON-SITE D LOD LOD LOD LOD WALKING TRAIL LOD LOD D LO LO D LOD PROPOSED ON-SITE WALKING TRAIL UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 37 14 SHEET NUMBER PS SMH-1 SMH-2 SMH-3 SMH-4 SMH-5 SMH-6 SMH-7 6 3 TOWN COMMENTS 10-13-25 4 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: I V. . UMPN 1 DRAFT 1-29-25 330 330 2 DRAFT3-3-2025REVP 5 320 320 310 310 CIARCIA ENGINEERING, P.C. YORKTOWN HEIGHTS, NY 10598 300 300 360 UNDERHILL AVENUE (914) 245-0123 290 290 -0+10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 1" = 40' H 1" = 8' V 44.8-5-24 44.12-2-35 W X W X W W X X W X X 4 W 7 W APPROXIMATE LOCATION OF EXISTING 1" COPPER WATER PROPOSED ON-SITE W SERVICE TO REMAIN W SEWER DESIGN W APPROXIMATE LOCATION OF W W W EXISTING 2" COPPER WATER 1H SERVICE TO REMAIN W X 0+00 .00 SMH-1 W X X 3 W X PROPOSED 2"COP DOMESTIC SERV PER W ICE 1+0 W 0.00 X W 6 W PROPANE W PROPOSED 4"DIP W W W TANK X CL54 FIRE SERVICE W W W W W W 2+0 0.00 2 W PROPA NE E SMH-2 X PROPANE DP TANK W X TANK 8"H W W X W X W W SMH-5 6+00.00 W SMH-6 W 7+00.00 W W 3+ .00 00 W 00 .00 5+ AMMENDED SITE PLAN W SMH-3 W 4+00.00 W SMH-4 YESHIVA OHR HAMEIR W W SMH-7 PE W D 7+61.78 "H 12 W Prepared For W W W HVAC W OIL W TANK X W X W 12"HDPE W W W PROPOSED 4"DIP W W W CL54 FIRE SERVICE PROPOSED 2"COP W W DOMESTIC SERV PER W W W W W W W ICE W W W W W W UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 38 14 SHEET NUMBER WATERMAIN PROFILE 7 WATERMAIN INSTALLATION STANDARDS 1" = 40' H ORIGINAL DATE: 10/13/2025 ¾” ” 1 MISC. REVISIONS 12-17-25 340 340 1" = 8' V PROJECT NUMBER: 330 330 4 2 5 3 320 320 CIARCIA ENGINEERING, P.C. 310 310 YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE 300 300 (914) 245-0123 290 290 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 44.8-5-24 44.12-2-35 W 0+50.00 X W X W W X X W X X 4 W 7 0 W 0.0 APPROXIMATE LOCATION OF EXISTING 1" COPPER WATER 1+0 W SERVICE TO REMAIN W PROPOSED ON-SITE W APPROXIMATE LOCATION OF W W W EXISTING 2" COPPER WATER 1H SERVICE TO REMAIN W X 0 W X SMH-1 0.0 X WATERMAIN 3 1+5 W X PROPOSED 2"COP DOMESTIC SERV PER W ICE W X W 2+00.00 6 W PROPANE W PROPOSED 4"DIP W W W TANK X CL54 FIRE SERVICE W W W W W W 2 W PROPA NE E SMH-2 X PROPANE DP TANK W X TANK 8"H W 2+ 50 W .00 X W X W W SMH-5 W 3+ SMH-6 ¾” 00 W .00 W W W W SMH-3 3+ W 50 .00 AMMENDED SITE PLAN W SMH-4 W ¾” W ¾” YESHIVA OHR HAMEIR SMH-7 PE W D "H 4+00.00 12 W W Prepared For W W HVAC W OIL 4+50.00 W TANK X W X W 12"HDPE W W 5+ W 00 PROPOSED 4"DIP .00 W W W CL54 FIRE SERVICE PROPOSED 2"COP W W 5+50.00 DOMESTIC SERV PER W W W W W W W 6+00.00 ICE W W W W 6+50.00 6+ 75.28 W W W W W REPLACE PROPOSED HYDRANT ASPHALT PAVEMENT UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 39 14 SHEET NUMBER GRADE BREAK STA = 0+00.00 8 GRADE BREAK STA = 1+00.71 ELEV = 332.003 GRADE BREAK STA = 0+00.75 GRADE BREAK STA = 2+02.57 3 TOWN COMMENTS 10-13-25 4 MISC. REVISIONS12-17-25 ELEV = 325.125 ORIGINAL DATE: 3/4/2024 ELEV = 324.091 340 340 ELEV = 322.382 PROJECT NUMBER: GRADE BREAK STA = 3+05.88 50.000VC I V. . UMPN 1 DRAFT 1-29-25 GRADE BREAK STA = 4+06.49 GRADE BREAK STA = 2+59.89 GRADE BREAK STA = 4+94.14 2 DRAFT3-3-2025REVP ELEV = 314.000 330 330 330 330 5 ELEV = 311.053 ELEV = 310.139 ELEV = 310.000 0.19% 75.000VC 320 -10 .81 320 320 320 % CIARCIA ENGINEERING, P.C. -1.03% 310 310 310 310 YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE 300 300 300 300 (914) 245-0123 290 290 290 290 0+00 0+50 1+00 1+50 2+00 2+50 2+70 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 1" = 40' H 1" = 40' H 1" = 8' V 1" = 8' V 0+00.00 0 mi/h 0 PEED = 6 BP: 0+00.0 PROPOSED ROAD PROFILE DESIGN S .00 STA 0+00 .42 PC: 0+41 0+50.00 FM FM FM FM FM FM FM 4 FM 7 FM Mid: 0+6 8.51 FM FM FM .00 FM 0 FM 1+0 FM FM PT : 0+ FM 1H 95. FM SMH-1 60 3 1+50.00 PC : 1+ 24. 08 Mid: 1+63.33 6 .57 PROPANE + 02 TANK :2 PT 2+ 00 PROPAN E 2 E .00 SMH-2 PROPANE DP TANK TANK 8"H 2+ 50 .00 SMH-5 SMH-6 4 08.3 + :3 3+ PC 00 .00 AMMENDED SITE PLAN SMH-3 11 3 +36. SMH-4 Mid: 3+50.00 YESHIVA OHR HAMEIR SMH-7 PE D "H 12 PT: 3+63.89 Prepared For 4+00.00 HVAC OIL TANK PT: 5+03.89 EP: 6+50.31 12"HDPE 73 4+50.00 7 7. + :4 PC:id4+51.56 M 5+00.0 0 5+50.00 6+00.00 6+ 6+50 50.0 .301 REPLACE ASPHALT PAVEMENT BUILDING TO BE REMOVED 13 2H UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=50' Page 40 14 SHEET NUMBER ADDITIONAL TOWN NOTES: 9 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 2 MISC. REVISIONS 12-17-25 PROJECT NUMBER: 4 5 3 ’ ’ APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED CIARCIA ENGINEERING, P.C. SU-40 - Single Unit Truck YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE SU-40 - Single Unit Truck FM FM FM FM (914) 245-0123 FM FM FM FM FM 4 FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM FM FM FM FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM FM 3 SU-40 - Single Unit Truck 6 PROPANE TANK PROPANE 2 E FIRE TRUCK TURNING ANALYSIS PROPANE DP TANK TANK 8"H FIRE PROTECTION PLAN PE D "H 12 HVAC OIL TANK AMMENDED SITE PLAN 12"HDPE YESHIVA OHR HAMEIR Prepared For SU-40 - Single Unit Truck BUILDING TO BE REMOVED 13 2H UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 41 14 SHEET NUMBER 10 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 2 MISC. REVISIONS 12-17-25 PROJECT NUMBER: 4 5 3 APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED CIARCIA ENGINEERING, P.C. YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE FM FM FM FM (914) 245-0123 FM FM FM FM FM 4 FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM FM FM FM FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM FM 3 6 PROPANE TANK PROPANE 2 E PROPANE DP TANK TANK 8"H FIGURE D103.1 ANALYSIS 20' 2025 FIRE CODE 22' R26' 15' 6' R2 26' 20' 150' PROPOSED GRASSCRETE PE D "H 12 26'WIDE AERIAL FIRE APPARATUS ACCESS ROAD HVAC OIL TANK 20' AMMENDED SITE PLAN 12"HDPE YESHIVA OHR HAMEIR R28' PROPOSED GRASSCRETE ACCESS ROAD 26' Prepared For BUILDING TO BE REMOVED 13 2H UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 42 14 SHEET NUMBER 11 WOVEN WIRE FENCE SYMBOL (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH 50'MIN. EXISTING SPACING) PAVEMENT 10' MAX. C. TO C. 3' 5 :1 FLOW 6"MIN. 2 TOWN COMMENTS 10-13-25 36" MIN. LENGTH FENCE FILTER MOUNTABLE BERM POSTS DRIVEN MIN. 16" EXISTING 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 CLOTH PROFILE (OPTIONAL) INTO GROUND. GROUND PROJECT NUMBER: 50'MIN. HEIGHT OF FILTER = 16" MIN. 10'MIN. EXISTING W 8" MIN. GROUND O W FL O FL 12'MIN. EXISTING FLOW 12'MIN. PAVEMENT FLOW PERSPECTIVE VIEW PLAN VIEW 4 5 3 36" MIN. FENCE POST 10'MIN. WOVEN WIRE FENCE (MIN. 14 1/2 EXCAVATED AREA (AS REQUIRED) GAUGE W/ MAX. 6" MESH SPACING) TO BE USED WHERE TOPSOIL PRESERVATION IS NECESSARY FOR REGRADING AND WITH FILTER CLOTH 20"MIN. VEGETATING DISTURBED AREAS. TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (HAVING LOW AVAILABLE MOISTURE FOR PLANTS), STONY, SALTY, HAVE LOW FLOW CONSTRUCTION SPECIFICATIONS SIDE SLOPE 2:1 PERMEABILITY, OR ARE EXTREMELY ACID. IT IS ALSO USED TO BACKFILL AROUND SHRUB UNDISTURBED GROUND AND TREE TRANSPLANTS. PRESERVATION OF EXISTING TOPSOIL IS BENEFICIAL FOR ALL TYPES OF LAWN OR ORNAMENTAL PLANTINGS. COMPACTED SOIL 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 16"MIN. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE EXCAVATED DEPTH TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER, MULCH, EMBED FILTER CLOTH MIN. 1' TO A MAX. 2' NON- VEGETATIVE COVER, AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE A 30 FOOT MINIMUM LENGTH WOULD APPLY). WEEP HOLES GRAVEL SUPPORTED BY STABILIZATION MEASURE(S) SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, A MIN. OF 6" IN GROUND. BELOW TOP OF 4" FOR HARDWARE CLOTH TO SITE CONDITIONS, AND REQUIRED DURATION OF USE. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. INLET. ALLOW DRAINAGE AND RESTRICT DEWATERING SECTION VIEW 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT SEDIMENT MOVEMENT. POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE CONSTRUCTION SPECIFICATIONS CIARCIA ENGINEERING, P.C. ENTRANCE TO SITE. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STABLE. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS CONSTRUCTION SPECIFICATIONS 3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE YORKTOWN HEIGHTS, NY 10598 FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. SURROUNDED WITH EITHER SILT FENCING OR STRAW BALES, THEN FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. STABILIZED WITH VEGETATION OR COVERED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 360 UNDERHILL AVENUE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL 2. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. 3. WEEP HOLES SHALL BE PROTECTED BY GRAVEL. SOIL STOCKPILING (914) 245-0123 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH 4. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, SEAL WEEP HOLES, N.T.S. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FILL EXCAVATION WITH STABLE SOIL TO FINAL GRADE, COMPACT IT PROPERLY 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN AND STABILIZE WITH PERMANENT SEEDING. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH "BULGES" DEVELOP IN THE SILT FENCE. RAIN. MAXIMUM DRAINAGE AREA 1 ACRE U.S. DEPARTMENT OF AGRICULTURE U.S. DEPARTMENT OF AGRICULTURE STABILIZED ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, WATERMAIN NOTES: NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF TRANSPORTATION, EXCAVATED DROP NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE INLET PROTECTION DETAILS CATCH BASIN STORM DRAIN/ SANITARY SEWER WATER MAIN CROSSING WATER SERVICE CONNECTION STORM/SANITARY SEWER PROPOSED 6" DIP CL-52 AMMENDED SITE PLAN WATER MAIN WATER LINE M.J. WITH APPROVED RESTRAINING GLAND 10 FT. MIN. VALVES SHALL BE "MUELLER" SEPARATION YESHIVA OHR HAMEIR NON-RISING STEM TAPPING VALVE MUELLER T-2360-16 OR EQUAL EXISTING 10" CIP WATER MAIN FLANGE JOINT TAPPING SLEEVE AS APPROVED TOWN OF YORKTOWN Prepared For 1.5' MINIMUM CONCRETE STRENGTH = 3000 PSI. 1' STORM SEWER/WATER SEPARATION WATER CONNECTIONS SECTION 2' WET TAP DETAIL N.T.S. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 43 14 SHEET NUMBER SYMBOL 12 CLEAN WATER DISCHARGE HOSE PUMP A ORIGINAL DATE: 10/13/2025 EDGE OF DISTURBED AREA 12 - 18" PROJECT NUMBER: TYPICAL SECTION GROUND WATER GROUND TABLE WATER TABLE DRIP LINE PLAN 12"-24" DIAMETER PERFORATED CORRUGATED OR SIDE SLOPE 4 2 5 3 1 PVC PIPE VARIABLE NYS DOT #2 OR EQUIVALENT WASHOUT SIGN 12" CIARCIA ENGINEERING, P.C. WATERMAIN INSTALLATION STANDARDS CONCRETE WASHOUT STATION TREE PROTECTION FENCE ¾” ” CONSTRUCTION SPECIFICATIONS YORKTOWN HEIGHTS, NY 10598 1. PIT DIMENSIONS ARE VARIABLE. 360 UNDERHILL AVENUE 4"- 6" Instructions Staple Pattern (10 - 15cm) 2. THE STANDPIPE SHOULD BE CONSTRUCTED BY PERFORATING A 12-24" DIAMETER 1. Prepare soil before installing rolled erosion control Guide CORRUGATED OR PVC PIPE. (914) 245-0123 products (RECPs), including any necessary application of lime, fertilizer, and seed. Ground surface must be 12" (30 cm) free of debris, rocks, clay clods and raked smooth 4 - 6" 3. A BASE OF NYS DOT #2 OR EQUIVALENT AGGREGATE SHOULD BE PLACED IN THE sufficient to allow intimate contact of the RECP with Plan View 10 - 15 cm PIT TO A DEPTH OF 12". AFTER INSTALLING THE STANDPIPE, THE PIT SURROUNDING the soil over the entirety of the installation. 4 2. Begin at the top of the slope by anchoring the RECPs THE STANDPIPE SHOULD BE BACKFILLED WITH NYS DOT #2 OR EQUIVALENT AGGREGATE. 6" (15 cm) in a 6" (15 cm) deep X 6" (15 cm) wide trench. Anchor the RECPs with a row of staples/stakes/pins 4. THE STANDPIPE SHOULD EXTEND 12-18" ABOVE THE LIP OF THE PIT. spaced at ST apart in the bottom of the trench. ST Backfill and compact the trench after stapling and 5. IF DISCHARGE WILL BE PUMPED DIRECTLY TO A STORM DRAINAGE SYSTEM, 3B 2 fold the roll over downslope. Secure RECPs over ST LT compacted soil with a row of staples/stakes/pins THE STANDPIPE SHOULD BE WRAPPED WITH FILTERCLOTH BEFORE INSTALLATION. spaced at ST apart across the width of the RECPs. ST IT IS RECOMMENDED THAT 1/4"-1/2" HARDWARE CLOTH MAY BE PLACED AROUND THE 3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against STANDPIPE, PRIOR TO ATTACHING THE FILTERCLOTH. the soil surface. All RECPs must be securely fastened WT to soil surface by placing staples/stakes/pins in Unroll Direction appropriate locations as shown in the staple pattern 4" OUTLET ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, guide. RollMax RECPs and ECBs should utilize Staple Pattern C, TRMs and VMax materials should utilize NEW YORK STATE DEPARTMENT OF TRANSPORTATION, DEWATERING NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, Staple Pattern D. 4. The edges of parallel RECPs must be stapled with Underneath Roll Roll Overlap NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SUMP PIT approximately 4" - 6" (10 - 15 cm) overlap. 4"- 6" 5. Consecutive RECPs spliced down the slope must Upper Roll (10 - 15cm) overlapped with the upstream mat atop the Pin / Staple / Twist Pin, as downstream mat (shingle style). The overlap should appropriate for field conditions be 4" - 6" (10 - 15 cm). 3A 6. At the terminal end, secure each mat across the Staple Pattern width with a row of staples/stakes/pins spaced at ST. 5 If exposed to flow, foot traffic, wind uplift or other disruption, trench the terminal end in as shown in Dimension C D TOWN OF CORTLANDT NOTES: detail. WT 30" (75 cm) 24" (60 cm) 1. ALL SEWER MAINS & SEWER SERVICES SHOWN ON THESE PLANS 1 7. Fasteners should provide a minimum of twenty SHALL BE POLYVINYL CHLORIDE (PVC) SDR35 OR SDR26. pounds of pullout resistance. Six-inch (10 cm) X LT 30" (75 cm) 20" (50 cm) 12" (30 cm) one-inch (2.5 cm) eleven gauge staples are typically 2. HEAVY-DUTY WHITE FITTINGS AS MANUFACTURED BY GPK adequate. In loose soils, longer staples may be ST 18" (45 cm) 18" (45 cm) PRODUCTS, INC. OR APPROVED EQUAL SHALL BE USED FOR THE necessary, twist pins can provide the greatest pullout CONSTRUCTION OF THE PVC SEWER SYSTEM. 6" Nominal resistance. In hard or rocky soils, straight pins may by 1.7 / SY 3.0 / SY DETAILS (15 cm) Frequency used where staples or twist pins are refused, provided the minimum pullout requirements are met. ECB TRM 3. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM Bio-degradable fasteners shall not be used with VMax Application (Degradable) (Permanent) ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL 6 (TRM) or TMax (HPTRM) materials. BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT *Note: Staple Pattern A and B used prior to 8/2019 PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE have been discontinued. WESTCHESTER COUNTY DEPARTMENT OF HEALTH MAY ALLOW 6" (15 cm) DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. EROSION BLANKET 4. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE 6" 6'-6" 6" OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. 6" WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. EROSION CONTROL NOTES: 4" INLET 5. SANITARY SEWER SERVICE LINES SHALL BE TESTED IN CONJUNCTION WITH THE SEWER MAINS TO THE PROPERTY LINE 4'-0" OR EASEMENT LINE IN ACCORDANCE WITH THE LATEST WESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES & 4" OUTLET REGULATIONS. 6. TESTING OF THE MANHOLES WITH THE PIPELINE SHALL NOT BE PERMITTED. MANHOLES & SANITARY SEWER LINES SHALL BE 6" TESTED INDEPENDENTLY OF EACH OTHER. AMMENDED SITE PLAN 7. MANHOLES & SANITARY SEWER LINES SHALL BE TESTED TO CONFORM WITH WESTCHESTER COUNTY DEPARTMENT OF HEALTH PLAN VIEW RULES & REGULATIONS IN THAT THE INFILTRATION/EXFILTRATION YESHIVA OHR HAMEIR SHALL NOT EXCEED ONE HUNDRED (100) GALLONS/INCH DIAMETER OF PIPE/MILE/DAY. SIZE OF OPENINGS TO SUIT 8. AIR & VACUUM TESTING MAY BE PERFORMED ON THE SANITARY SEWER LINES AND MANHOLES IN LIEU OF HYDROSTATIC TESTING. 8" AIR TESTING OF THE SANITARY SEWER LINES SHALL BE IN ACCORDANCE WITH ASTM F1417-92 ASTANDARD TEST METHOD Prepared For 7 1/4" FOR INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING LOW-PRESSURE AIR@. VACUUM TESTING OF THE MANHOLES SHALL BE IN ACCORDANCE WITH THE LATEST RELEASE OF ATTACHMENT B AVACUUM TESTING OF MANHOLES@ FROM ¾” THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. TEE 9. ALL REQUIRED APPROVALS BY GOVERNING AGENCIES SHALL BE PROVIDED TO THE TOWN OF CORTLANDT PRIOR TO THE START OF 5'-0" CONSTRUCTION. 4'-2" 4'-0" LIQUID LEVEL 4'-0" 10. THE OWNER/APPLICANT SHALL BE RESPONSIBLE FOR ACQUIRING SUPERVISION OF THE CONSTRUCTION OF THE SANITARY SEWER MAIN SYSTEM BY A PERSON OR FIRM QUALIFIED TO PRACTICE PROFESSIONAL ENGINEERING IN THE STATE OF NEW YORK. 8" ¾” ¾” 11. THE OWNER/APPLICANT SHALL BE RESPONSIBLE FOR PROVIDING 6" THREE (3) COPIES OF AS-BUILT DRAWINGS AND ONE (1) MYLAR SIGNED AND SEALED BY A LICENSED NEW YORK LAND SURVEYOR AND A COPY OF THE AS-BUILT PLAN IN AUTOCAD RELEASE TO THE TOWN OF CORTLANDT AT THE COMPLETION OF CONSTRUCTION. SECTION 12. COPIES OF ALL CERTIFICATIONS, TESTING RESULTS, COMPLETED WORKS, ETC. SHALL BE PROVIDED TO THE TOWN OF CORTLANDT UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS 750 GALLON GREASE TRAP AT THE COMPLETION OF CONSTRUCTION. DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 44 SANITARY SEWER NOTES: 14 SHEET NUMBER WYE 45° BEND IN SEWER MAIN PVC OR DIP SEWER SERVICE LINE FINISHED GRADE 13 TOPSOIL (4" MIN.), SEED AND MIN. SLOPE 1/4" PER FT., (2%) MULCH OR WHEN IN PAVEMENT 48" SEE PAVEMENT DETAIL GROUND SURFACE 3'-6" MIN. (SEWER SERVICE) PVC SANITARY SEWER SERVICE LINES AND SEWER MAINS IN OFF ROAD AREAS SHALL HAVE METALLIC TAPE LABELED 4' MIN. (SEWER MAINS) Exterior Of Manhole Shall "CAUTION SEWER LINE BELOW" SET AT BOTH 12" AND 24" 12" 4"-6" MIN. 3/4" WASHED Bench Have A Bitumastic Coating BELOW FINISHED GRADE OVER CENTERLINE OF SEWER PIPES. GRAVEL OR CRUSHED STONE Reinforced Polypropylene Steps (see detail) PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM 6" TO 24" 2 TOWN COMMENTS 10-13-25 NOTE: DEPTH VARIES ABOVE THE TOP OF THE PIPE. SELECT FILL SHALL CONSIST OF SOIL WITH 3 MISC. REVISIONS 12-17-25 NO STONES GREATER THAN 2" IN DIAMETER. 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 ALL CONNECTIONS BETWEEN EXISTING SANITARY SEWER SERVICE LINES AND NEW ALL BACKFILL MATERIAL SHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, SANITARY SEWER SERVICE LINES SHALL BE Inlet and Outlet Height Less Than PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MADE BY SOLID SLEEVE RIGID COUPLINGS 24 Inches. MECHANICAL TAMPER TO 85%. shall have a PROJECT NUMBER: 45 DEG. MAX. OR APPROVED EQUAL. ALL CONNECTIONS Kor-N-Seal Boot BETWEEN PVC SANITARY SEWER SERVICE Included in LINES AND CAST IRON SANITARY SEWER Manhole Item INITIAL BACKFILL 3/4" WASHED GRAVEL SERVICE LINES SHALL BE MADE BY GPK HAND OR MACHINE PLACED LITTLE OR OR CRUSHED STONE TRANSITION COUPLING FITTING OR 8" NO TAMPING REQUIRED ON TOP OF PIPE APPROVED EQUAL. PIPE EMBEDMENT 6" UNDISTURBED EARTH Base and Riser Section Monolithic Pour 12" Min. 3/4" Crushed Stone SPRINGLINE D 3/4" WASHED GRAVEL OR SEWER MAIN CONTRACTOR SHALL BUILD INVERT 60" CRUSHED STONE TO HALF DIAMETER OF PIPE IN Undisturbed Earth HAUNCHING 4 5 FIELD. INVERT SHALL BE SEWER SERVICE CONNECTION TO NEW MAIN DETAIL TROWELED TO A SMOOTH FINISH. SIEVE DESIGNATION % PASSING 6" BEDDING INCLUDED UNDER MANHOLE ITEM 2" 100% 1" 25-50% 4 NO.40 5-25% NOTE: DETAIL OF CHUTE TROUGH IN MANHOLE UNDISTURBED EARTH NO.200 0-10% FOR BACKFILLING REQUIREMENTS OF SEWER SERVICE TRENCH WIDTH = D+2' MIN. NYSDOT ITEM#304.14 SEE "SEWER MAIN/SEWER SERVICE TRENCH DETAIL". PAYMENT LIMITS, BEDDING, HAUNCHING SEWER MAIN & SEWER SERVICE AND INITIAL BACKFILLS SEWER MAIN/SEWER SERVICE TRENCH DETAIL NOTES: #5 Reinforcing 8. CRUSHED STONE SHALL EXTEND TO 12-INCEHS ABOVE SPRING LINE OF 1. NO ROCK IS TO PROJECT INTO WITHIN THE EDGES OF THE TRENCH. IN ROCK Bars Top & Bottom EXCAVATION PIPE SHALL BE A MIN. OF 6" OVER AND AWAY FROM ROCK. PIPE. CIARCIA ENGINEERING, P.C. 10. TRENCH BACKFILL, PIPE BEDDING, AND PIPE ZONE BACKFILL SHALL BE . 2. BACKFILL SHALL BE PLACED SO AS TO NOT DISTURB THE PIPE ALIGNMENT COMPACTED TO 95% MODIFIED PROCTOR. 11. WITHIN THE SPECIFICATION FOR TRENCH BACKFILL (REFERRED TO AS 3. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6" OF NYSDOT ITEM SELECT FILL IN DETAIL) REMOVE LINE INDICATING BACKFILL MATERIAL MAY 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. CONTAIN STONES UP TO 6INCHES IN THEIR GREATESTDIMENSION FROM 24-INCEHS ABOVE THE TOP OF PIPE FROM TO BOTTOM OF SUBGRADE. 4. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE YORKTOWN HEIGHTS, NY 10598 3 UNSUITABLE MATERIAL, AND BACKFILL WITH NYSDOT ITEM 304.14 4" OR SPECIFY THE FOLLOWING SIEVE DESIGNATIONS FOR SELECT BACKFILL. WASHED GRAVEL AND CRUSHED STONE. COMPACT IN 6" LIFTS. Area of Circumferential 360 UNDERHILL AVENUE Steel, .12sq. in per lin. ft. SIEVE DESIGNATION % PASSING Both ways 5. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP 2” 100% SEWER MAIN, TRENCH SHAL BE 30 INCHES PLUS THE O.D. OF PIPE, AND PIPE 1" 25-50% 4 SHALL BE IN CENTER OF THE TRENCH. NO.40 5-25% (914) 245-0123 NO. 200 0-10% 6. REMOVE ALL BEDROCK WITHIN 6 INCHES OF PIPE. 7. CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES REINFORCEMENT GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM. PRIOR TO LAYOUT FOR SLAB ANY WORK, CONTRACTOR SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. 8. RECYCLED FILL / ITEM 4 IS NOT PERMITTED AS BACKFILL. SEWER MAIN STANDARDS " 6 /1 3 1 Manhole Wall 3 3/8" 1 3/8" 5/8" " 6 /1 Butyl Rubber 7 5 ” Federal Specification 1 9 3/4" SS-S-00210 (GSA-FSS) ” 1" STEEL REINFORCING “ ” 1 1/2" STEP CROSS SECTION JOINT DETAIL DETAIL OF PRECAST CONCRETE MANHOLE - FLAT TOP DETAIL OF REINFORCED SEWER DETAILS POLYPROPYLENE MANHOLE STEP ’ C L CLEANOUT ASSEMBLY DETAIL 1. ALL CLEAN-OUT FRAMES AND COVERS SHALL BE MADE IN THE U.S.A., HEAVY DUTY, SUITABLEFOR TRAFFIC LOADING WITH A MACHINED MATING SURFACE FOR A TIGHT NON-ROCKING FIT. 2. CLEAN-OUT COVERS SHALL CONTAIN THE WORD "SEWER" CAST IN RAISED LETTERS. Manhole Frame and Covers Shall Be 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE COVER PATTERN As Manufactured By Campbell Foundry. CLEAN AND FREE OF EXCESS PAVEMENT, MORTAR, AND DIRT THAT MAY (See notes Below). HINDER REMOVAL OR OBSCURE THE LETTERING UNTIL THE MUNICIPALITY HAS ACCEPTED THE SEWER. AMMENDED SITE PLAN Outlet YESHIVA OHR HAMEIR Concrete Invert Trowel Finished. Half Pipe Concrete Invert and Bench. Diameter. Full Width Trowel Finished. Half Pipe of Manhole. Existing Sewer Main Diameter. Full Width MANHOLE FRAME AND COVER of Manhole. Prepared For Existing Sewer Main Center Line of Pipe Pitch 1" per ft. MANHOLE FRAME AND COVER NOTES Contractor shall 1. ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE U.S.A., HEAVY DUTY, SUITABLE provide a watertight FOR TRAFFIC LOADING WITH A MACHINED MATING SURFACE FOR A TIGHT NON-ROCKING seal at connection Contractor shall provide a FIT. Existing around new pipe. watertight seal around new pipe Manhole (Base) at connection to existing manhole 2. MANHOLE COVERS: A. STANDARD MANHOLE COVERS - SHALL BE SOLID NON-VENTED CASTINGS AS MANUFACTURED BY CAMPBELL CAMPBELL FOUNDRY, MODEL NO. 1011B. COVERS Pipe Alignment Varies Existing SHALL CONTAIN TWO WATERTIGHT CONCEALED PICKHOLES, AND THE WORD Pipe Alignment Varies and is Dependent on Manhole (Base) "SEWER"/"DRAIN" CAST IN TWO INCH HIGH RAISED LETTERS. Field Conditions. DETAIL OF PRECAST CONCRETE MANHOLE - CONE SECTION Inlet B. EASEMENT MANHOLE COVERS - SHALL BE SOLID NON-VENTED CASTINGS AS SECTION MANUFACTURED BY CAMPBELL FOUNDRY, MODEL NO. 1454B. COVERS SHALL HAVE A LOCKING MECHANISM, CONTAIN TWO WATERTIGHT CONCEALED PICKHOLES, AND THE WORD "SEWER"/"DRAIN" CAST IN TWO INCH HIGH RAISED LETTERS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE COVER PATTERN CLEAN AND TYPICAL DETAIL OF TIE IN TO EXISTING MANHOLE GREASE TRAP FREE OF EXCESS PAVEMENT, MORTAR, AND DIRT THAT MAY HINDER REMOVAL OR OBSCURE THE LETTERING UNTIL THE MUNICIPALITY HAS ACCEPTED THE. SEWER UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 45 14 SHEET NUMBER 14 2 MISC. REVISIONS 12-17-25 1 TOWN COMMENTS 10-13-25 ORIGINAL DATE: 6/11/2025 PROJECT NUMBER: APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED 4 5 3 FM FM FM FM 4 7 FM APPROXIMATE LOCATION OF FM EXISTING 1" COPPER WATER SERVICE TO REMAIN FM FM FM FM APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN 3 6 PROPANE TANK CIARCIA ENGINEERING, P.C. PROPANE 2 E PROPANE DP TANK TANK 8 "H YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE (914) 245-0123 PE D "H 12 HVAC OIL TANK 12"HDPE REPLACE ASPHALT PAVEMENT BUILDING TO BE REMOVED 13 2H PROPOSED ON-SITE WALKING TRAIL PROPOSED ON-SITE WALKING TRAIL WALKING TRAILS AMMENDED SITE PLAN YESHIVA OHR HAMEIR Prepared For UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=80' NEW YORK STATE EDUCATION LAW. Page 46 A PROPOSED NEW CONSTRUCTION MIXED USE BUILDING E/R2 JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED NEW CONSTRUCTION MIXED USE E/R2 NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS RD WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: CORTLANDT, NY 10567 NJ LICENSE D1 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 47 # 21A102138500 STORAGE 138 SF 2ND YEAR GRAD STUDENTS NJ LICENSE CLASSROOM 768 SF 1ST YEAR GRAD STUDENTS CLASSROOM 31'-6" 756 SF BINDING ROOM RY LECTURE ROOM 103 SF 1312 SF 32'-0" 8'-0" 24'-0" WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 BOOKS CUBICLES 732.202.5455 CUBICLES BOOKS CUBICLES STORAGE 919 SF CUBICLES COATS/ CUBBIES 51'-2" 31'-1" 8'-0" 5'-0" 908 SF LIBRARY 1099 SF BOOKS BOOKS BOOKS BOOKS 24'-0" BOOKS 24'-0" DESCRIPTION BOOKS REVISIONS SCHEDULE LOBBY BREEZEWAY 30'-0" 16'-0" 948 SF 919 SF BOOKS RY OFFICE DATE 19'-4" 437 SF NO. JC 13'-0" COFFEE COFFEE STORAGE 263 SF 12'-1" 103 SF 24'-0" 9TH GRADE CLASSROOM REBBE BREAK ROOM 15'-0" 8'-6" 764 SF 347 SF PROPOSED NEW CONSTRUCTION MIXED USE E/R2 13'-6" REBBE OFFICE REBBE OFFICE 206 SF 206 SF 31'-10" 18'-10" 15'-4" 15'-4" YESHIVA OHR HAMEIR OF PEEKSKILL 7'-0" 7'-0" 141 FURNACE WOODS RD CORTLANDT, NY 10567 BLOCK 1 LOT 3 31'-6" 10TH GRADE CLASSROOM 756 SF 24'-0" 24'-0" 11TH GRADE CLASSROOM 12TH GRADE CLASSROOM UTILITIES TBD 768 SF 768 SF 426 SF 32'-0" 32'-0" 17'-9" 8'-0" 24'-0" 8/21/2025 D2 109.20 DWG NO: JOB NO: A PROPOSED FIRST FLOOR PLAN DORM- 18,104 SF DATE: Page 48 # 21A102138500 NJ LICENSE DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM B DORM ROOM 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 391 SF 298 SF WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 732.202.5455 MECH 163 SF CUBBIES DORM ROOM DORM ROOM DORM ROOM DORM ROOM 298 SF 298 SF 298 SF 298 SF DORM ROOM 298 SF CUBBIES DORM ROOM 298 SF JC DORM ROOM 298 SF DESCRIPTION REVISIONS SCHEDULE STORAGE 619 SF CANOPY BELOW LOUNGE ROOF BELOW DORM ROOM CUBBIES 298 SF DATE NO. DORM ROOM W/D W/D W/D W/D W/D W/D W/D 298 SF LAUNDRY ROOM 190 SF W/D W/D W/D W/D W/D W/D W/D DORM ROOM 298 SF DORM ROOM DORM ROOM DORM ROOM DORM ROOM PROPOSED NEW CONSTRUCTION MIXED USE E/R2 298 SF 298 SF 298 SF 298 SF MECH 114 SF CUBBIES 11'-9" YESHIVA OHR HAMEIR OF PEEKSKILL 141 FURNACE WOODS RD CORTLANDT, NY 10567 BLOCK 1 LOT 3 DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM B 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 391 SF 8/21/2025 D3 109.20 DWG NO: JOB NO: A PROPOSED SECOND FLOOR PLAN 18,524 SF DATE: Page 49 # 21A102138500 NJ LICENSE DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 391 SF WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 732.202.5455 MECH 163 SF CUBBIES DORM ROOM DORM ROOM DORM ROOM DORM ROOM 298 SF 298 SF 298 SF 298 SF DORM ROOM 298 SF CUBBIES DORM ROOM 298 SF JC DORM ROOM 298 SF DESCRIPTION REVISIONS SCHEDULE W/D W/D W/D W/D W/D W/D W/D W/D W/D W/D LOUNGE 737 SF LAUNDRY 372 SF CANOPY BELOW ROOF BELOW W/D W/D W/D W/D W/D W/D W/D W/D W/D W/D STORAGE 42 SF STORAGE DORM ROOM 65 SF 298 SF DATE CUBBIES NO. DORM ROOM 298 SF DORM ROOM 298 SF DORM ROOM DORM ROOM DORM ROOM DORM ROOM 298 SF 298 SF 298 SF 298 SF PROPOSED NEW CONSTRUCTION MIXED USE E/R2 MECH 129 SF CUBBIES YESHIVA OHR HAMEIR OF PEEKSKILL 141 FURNACE WOODS RD CORTLANDT, NY 10567 BLOCK 1 LOT 3 DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 298 SF 391 SF 8/21/2025 D4 109.20 DWG NO: JOB NO: A PROPOSED THIRD FLOOR PLAN 18,104 SF DATE: Page 50 A B PROPOSED RIGHT ELEVATION PROPOSED FRONT ELEVATION (EL. 0' - 0") (EL. 15' - 0") (EL. 41' - 0") (EL. 28' - 0") FIRST FLOOR THIRD FLOOR TOP OF PLATE SECOND FLOOR 52'-11" BUILDING HEIGHT 52'-11" BUILDING HEIGHT SECOND FLOOR TOP OF PLATE FIRST FLOOR THIRD FLOOR (EL. 28' - 0") (EL. 0' - 0") (EL. 15' - 0") (EL. 41' - 0") JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED NEW CONSTRUCTION MIXED USE E/R2 NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS RD WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: CORTLANDT, NY 10567 NJ LICENSE D5 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 51 A B PROPOSED LEFT ELEVATION PROPOSED REAR ELEVATION 52'-11" BUILDING HEIGHT TOP OF PLATE SECOND FLOOR THIRD FLOOR FIRST FLOOR (EL. 28' - 0") (EL. 41' - 0") (EL. 0' - 0") (EL. 15' - 0") 52'-11" BUILDING HEIGHT TOP OF PLATE SECOND FLOOR THIRD FLOOR FIRST FLOOR (EL. 28' - 0") (EL. 0' - 0") (EL. 15' - 0") (EL. 41' - 0") JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED NEW CONSTRUCTION MIXED USE E/R2 NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS RD WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: CORTLANDT, NY 10567 NJ LICENSE D6 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 52 A PROPOSED ADDITION AND LEVEL 3 ALTERATION TO SANCTUARY (CHALET) A3 - HOUSE OF RELIGIOUS WORSHIP JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED ADDITION & LEVEL 3 ALTERATION TO A3 SANCTUARY: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS RD WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: CORTLANDT, NY 10567 NJ LICENSE D1 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 53 A FIRST FLOOR DEMO PLAN B SECOND FLOOR DEMO PLAN JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED ADDITION & LEVEL 3 ALTERATION TO A3 SANCTUARY: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS RD WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: CORTLANDT, NY 10567 NJ LICENSE D2 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 54 A 919 SF BREEZEWAY 30'-0" BOOKS BOOKS BOOKS 75 SF STORAGE BOOKS BOOKS LINE OF SECOND FL ABOVE UP PROPOSED FIRST FLOOR PLAN 5,206 SF 4653 SF MAIN SANCTUARY 103'-9" B ROOF BELOW 75 SF STORAGE 453 SF MEZZANINE DN PROPOSED SECOND FLOOR PLAN 92'-11" 858 SF MAIN SANCTUARY BELOW JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED ADDITION & LEVEL 3 ALTERATION TO A3 SANCTUARY: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS RD WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: CORTLANDT, NY 10567 NJ LICENSE D3 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 55 A B T.O 1ST FL BM 1ST FLOOR BM T.O 2ND FL BM 2ND FLOOR BM T.O 1ST FL BM PROPOSED RIGHT ELEVATION 1ST FLOOR BM T.O 2ND FL BM 2ND FLOOR BM PROPOSED FRONT ELEVATION C PROPOSED LEFT ELEVATION T.O 1ST FL BM T.O 2ND FL BM 1ST FLOOR BM 2ND FLOOR BM JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED ADDITION & LEVEL 3 ALTERATION TO A3 SANCTUARY: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS RD WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: CORTLANDT, NY 10567 NJ LICENSE D4 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 56 A B EXISTING DINING BUILDING PROPOSED ADDITION AND LEVEL 3 ALTERATION TO DINING BUILDING A2 DINING FACILITIES JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED ADDITION AND LEVEL 3 ALTERATION TO DINING BUILDING FOR: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR 09/26/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE D1 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 57 A FIRST FLOOR DEMO PLAN JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED ADDITION AND LEVEL 3 ALTERATION TO DINING BUILDING FOR: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR 09/26/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE D2 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 58 A 38'-10" 13'-6" 14'-2" 15'-9" 223 SF 208 SF OFFICE CANTEEN PROPOSED FIRST FLOOR PLAN 11736 SF 38 SF JC CL 111'-7" 26'-4" 5'-0" 4344 SF DINING ROOM 788 SF 32'-3" FAMILY DINING ROOM PROPOSED PATH 9'-8" 373 SF SERVING AREA DN RAMP WH WH WH WH HVAC HVAC 1186 SF KITCHEN DN 11'-5" 201 SF FRIDGE 38'-3" 495 SF 211 SF KITCHEN DELIVERIES 199 SF DRESSING AREA PANTRY 239 SF 12'-0" MIKVAH 515 SF 9'-2" 212 SF KITCHEN STORAGE FREEZER 112 SF BOROS 17'-11 1/2" JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED ADDITION AND LEVEL 3 ALTERATION TO DINING BUILDING FOR: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR 09/26/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE D3 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 59 # 21A102138500 NJ LICENSE T.O. FIRST FL WEISZ ARCHITECTS WOOD VERTICAL SIDING 9'-9" 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 TAUPE STONE VENEER FIRST FLOOR 732.202.5455 A PROPOSED FRONT ELEVATION DESCRIPTION T.O. FIRST FL REVISIONS SCHEDULE 9'-9" WOOD VERTICAL SIDING TAUPE STONE VENEER FIRST FLOOR B PROPOSED LEFT ELEVATION DATE NO. PROPOSED ADDITION AND LEVEL 3 ALTERATION TO DINING CORTLANDT MANOR, NY 10567 141 FURNACE WOODS ROAD T.O. FIRST FL T.O. FIRST FL YESHIVA OHR HAMEIR WOOD VERTICAL SIDING 9'-9" 9'-9" WOOD VERTICAL SIDING TAUPE STONE VENEER BUILDING FOR: BLOCK 1 LOT 3 FIRST FLOOR FIRST FLOOR 09/26/2025 D4 109.20 C PROPOSED RIGHT ELEVATION D PROPOSED REAR ELEVATION DWG NO: JOB NO: DATE: Page 60 A PROPOSED LEVEL 1 ALTERATION TO "DALLAS" BUILDING: WEEKEND/ HOLIDAY STAFF HOUSING R2 - NON-TRANSIENT APARTMENT HOUSING SCALE: 3/16"=1'-0" JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 1 ALTERATION TO "DALLAS" BUILDING FOR: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE A101 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 61 # 21A102138500 NJ LICENSE WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 UP 732.202.5455 EXG. DORM ROOM EXG. DORM ROOM EXG. DORM ROOM EXG. DORM ROOM EXG. DORM ROOM UP PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS EXG. DORM ROOM PROP. STAFF HOUSING UNITS EXG. DORM ROOM PROP. STAFF HOUSING UNITS EXG. DORM ROOM VM PROP. STAFF HOUSING UNITS SAFETY SWITCH WH OIL TANK HVAC DESCRIPTION REVISIONS SCHEDULE A EXISTING AND PROPOSED FIRST FLOOR PLAN DN DATE NO. REF. PROPOSED LEVEL 1 ALTERATION TO "DALLAS" BUILDING FOR: EXG. DORM ROOM EXG. DORM ROOM EXG. DORM ROOM EXG. DORM ROOM EXG. DORM ROOM PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS PROP. STAFF HOUSING UNITS EXG. DORM ROOM PROP. STAFF HOUSING UNITS EXG. DORM ROOM PROP. STAFF HOUSING UNITS YESHIVA OHR HAMEIR OF PEEKSKILL EXG. DORM ROOM PROP. STAFF HOUSING UNITS CORTLANDT MANOR, NY 10567 DN 141 FURNACE WOODS ROAD A102 BLOCK 1 LOT 3 8/21/2025 109.20 B EXISTING AND PROPOSED SECOND FLOOR PLAN SCALE: 3/16"=1'-0" DWG NO: JOB NO: DATE: Page 62 # 21A102138500 NJ LICENSE T.O. SECOND FL WOOD VERTICAL SIDING SECOND FLOOR 8'-0" WEISZ ARCHITECTS T.O. FIRST FL 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 7'-11" TAUPE STONE VENEER 732.202.5455 FIRST FLOOR A PROPOSED FRONT ELEVATION T.O. SECOND FL WOOD VERTICAL SIDING 8'-0" DESCRIPTION REVISIONS SCHEDULE SECOND FLOOR T.O. FIRST FL 7'-11" TAUPE STONE VENEER FIRST FLOOR DATE B PROPOSED REAR ELEVATION NO. PROPOSED LEVEL 1 ALTERATION TO "DALLAS" BUILDING FOR: T.O. SECOND FL T.O. SECOND FL YESHIVA OHR HAMEIR OF PEEKSKILL CORTLANDT MANOR, NY 10567 WOOD VERTICAL SIDING WOOD VERTICAL SIDING 8'-0" 8'-0" 141 FURNACE WOODS ROAD SECOND FLOOR SECOND FLOOR T.O. FIRST FL T.O. FIRST FL BLOCK 1 LOT 3 7'-11" 7'-11" TAUPE STONE VENEER TAUPE STONE VENEER FIRST FLOOR FIRST FLOOR A103 8/21/2025 109.20 DWG NO: JOB NO: C PROPOSED LEFT ELEVATION B PROPOSED RIGHT ELEVATION DATE: Page 63 A PROPOSED LEVEL 3 ALTERATION AND CHANGE OF USE FOR STAFF HOUSING R-2 MULTI FAMILY HOUSING- 3 HOUSING UNITS JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 3 ALTERATION AND CHANGE OF USE FOR STAFF HOUSING NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 6.30.25 141 FURNACE WOODS RD WEISZ ARCHITECTS CORTLANDT, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE BLOCK:1 LOT:3 732.202.5455 # 21A102138500 D1 Page 64 A FIRST FLOOR DEMO PLAN WH WH WH WH WH SCALE: 1/4"=1'-0" B SECOND FLOOR DEMO PLAN VENDING MACHINE SCALE: 1/4"=1'-0" JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 3 ALTERATION AND CHANGE OF USE FOR STAFF HOUSING NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 6.30.25 141 FURNACE WOODS RD WEISZ ARCHITECTS CORTLANDT, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE BLOCK:1 LOT:3 732.202.5455 # 21A102138500 D2 Page 65 13'-0" 4'-2" 10'-0" 10'-0" 4'-2" 13'-2" 10'-0" # 21A102138500 CL CL STUDY STUDY LIVING ROOM LIVING ROOM 13'-0" BEDROOM 4 BEDROOM 5 BEDROOM 5 BEDROOM 4 11'-0" 11'-1" 12'-0" FOYER FOYER NJ LICENSE 14'-9" 14'-9" 6'-11" 10'-5" 10'-2" 6'-10" 13'-0" 4'-0" 7'-1" 7'-7" 4'-4" 13'-0" 10'-9" 4'-0" 4'-0" 10'-9" MUD ROOM MUD ROOM 31'-1" 30'-8" 6'-2" 6'-2" 10'-4" 10'-4" BEDROOM 3 BEDROOM 3 3'-2" 3'-2" WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 5'-0" 5'-0" 5'-0" 5'-0" 10'-0" 10'-0" DINING ROOM DINING ROOM 732.202.5455 UP UP BEDROOM 2 BEDROOM 2 10'-4" 10'-4" UNIT 3 UNIT 2 10'-2" 10'-9" DN 10'-0" 10'-0" BREAKFAST BREAKFAST 11'-0" 5'-0" 5'-0" 10'-8" 10'-8" BEDROOM 1 BEDROOM 1 11'-0" 11'-0" KITCHEN KITCHEN 7'-5" 7'-5" LAUNDRY ROOM LAUNDRY ROOM 8'-8" 9'-1" PLAYROOM PLAYROOM 11'-10" 5'-0" 5'-0" 13'-4" 13'-4" 13'-6" 15'-0" 13'-0" MASTER BEDROOM MASTER BEDROOM DESCRIPTION WIC WIC 4'-4" 4'-4" 19'-5" 9'-1" 18'-11" REVISIONS SCHEDULE 3'-6" DN 18'-8" 6'-0" PLAYROOM PESACH KITCHEN 13'-2" 16'-1" BEDROOM 6 6'-7" WIC WH DATE BREAKFAST 10'-0" WH WH WH WH BEDROOM5 NO. 9'-7" 15'-0" 13'-8" LAUNDRY ROOM KITCHEN PROPOSED LEVEL 3 ALTERATION AND CHANGE OF USE FOR 8'-0" 10'-0" BEDROOM 4 STUDY 8'-0" 4'-4" COSTCO 12'-3" YESHIVA OHR HAMEIR OF PEEKSKILL 4'-6" UNEXCAVATED 10'-1" BEDROOM 3 UNIT 1 10'-0" FOYER 141 FURNACE WOODS RD 5'-0" 5'-0" CORTLANDT, NY 10567 COATS DN STAFF HOUSING BLOCK:1 LOT:3 14'-0" 14'-0" DINING ROOM BEDROOM 2 LIVING ROOM BEDROOM 1 9'-8" 12'-3" 11'-3" 31'-0" 6.30.25 D3 109.20 DWG NO: JOB NO: DATE: A STAFF HOUSING- PROPOSED FIRST FLOOR PLAN SCALE: 1/4"=1'-0" B STAFF HOUSING- PROPOSED SECOND FLOOR PLAN SCALE: 1/4"=1'-0" Page 66 # 21A102138500 NJ LICENSE T.O 1ST FL 1ST FL WINDOW HEIGHT WOOD VERTICAL SIDING WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 TAUPE STONE VENEER NEW ENTRANCE 732.202.5455 1ST FLOOR BASEMENT T.O.P A PROPOSED FRONT ELEVATION SCALE: 1/4"=1'-0" DESCRIPTION REVISIONS SCHEDULE DATE T.O 1ST FL 1ST FL WINDOW HEIGHT WOOD VERTICAL SIDING NO. TAUPE STONE VENEER 1ST FLOOR PROPOSED LEVEL 3 ALTERATION AND CHANGE OF USE FOR BASEMENT T.O.P BASEMENT WINDOW HEIGHT EXISTING ENTRANCE YESHIVA OHR HAMEIR OF PEEKSKILL TOP OF SLAB 141 FURNACE WOODS RD CORTLANDT, NY 10567 STAFF HOUSING BLOCK:1 LOT:3 6.30.25 D4 109.20 DWG NO: JOB NO: DATE: B PROPOSED LEFT ELEVATION SCALE: 1/4"=1'-0" Page 67 A B T.O 1ST FL 1ST FLOOR BASEMENT T.O.P 1ST FL WINDOW HEIGHT BASEMENT WINDOW HEIGHT PROPOSED REAR ELEVATION PROPOSED RIGHT ELEVATION T.O 1ST FL 1ST FLOOR TOP OF SLAB BASEMENT T.O.P 1ST FL WINDOW HEIGHT BASEMENT WINDOW HEIGHT NEW ENTRANCE NEW ENTRANCE TAUPE STONE VENEER WOOD VERTICAL SIDING SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 3 ALTERATION AND CHANGE OF USE FOR STAFF HOUSING NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 6.30.25 141 FURNACE WOODS RD WEISZ ARCHITECTS CORTLANDT, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE BLOCK:1 LOT:3 732.202.5455 # 21A102138500 D5 Page 68 33'-0" # 21A102138500 NJ LICENSE TOP OF PLATE (EL. 15' - 0") BUILDING HEIGHT WEISZ ARCHITECTS 21'-7" 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 732.202.5455 STORAGE 101 1261 SF FIRST FLOOR 46'-11" 48'-0" (EL. 0' - 0") C FRONT ELEVATION SCALE: 1/4"=1'-0" 12'-8" MAITENANCE AREA 10'-4" 107 131 SF DESCRIPTION TOP OF PLATE REVISIONS SCHEDULE (EL. 15' - 0") BUILDING HEIGHT 21'-7" DATE A STORAGE/ MAINTENANCE BUILDING FLOORPLAN SCALE: 1/4"=1'-0" FIRST FLOOR (EL. 0' - 0") NO. D REAR ELEVATION SCALE: 1/4"=1'-0" PROPOSED NEW CONSTRUCTION STORAGE/ MAINTENANCE BUILDING FOR: TOP OF PLATE (EL. 15' - 0") BUILDING HEIGHT 21'-7" TOP OF PLATE YESHIVA OHR HAMEIR OF PEEKSKILL (EL. 15' - 0") BUILDING HEIGHT 141 FURNACE WOODS ROAD 21'-7" CORTLANDT, NY 10567 BLOCK 1 LOT 3 FIRST FLOOR (EL. 0' - 0") FIRST FLOOR (EL. 0' - 0") 12/11/2025 D1 109.20 DWG NO: JOB NO: DATE: B LEFT ELEVATION SCALE: 1/4"=1'-0" E RIGHT ELEVATION SCALE: 1/4"=1'-0" Page 69 A PROPOSED LEVEL 1 ALTERATION TO "DAKOTA" BUILDING SCALE: 1/4"=1'-0" JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 1 ALTERATION TO "DAKOTA" BUILDING: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE A101 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 70 # 21A102138500 NJ LICENSE WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 UP DN 732.202.5455 LAUNDRY CLG. HT. 4'-11 1/2" 7'-11" 4'-6" 2'-4" 13'-7 1/2" 9'-7 1/2" 11'-4 1/2" 12'-5" 10'-0" 9'-11 1/2" BEDROOM REF. #1 OFFICE CLG. HT. CLG. HT. REF. 4'-11 1/2" 8'-0" 7'-9 1/2" REF KITCHEN 17'-3 1/2" UP CLG. HT. 7'-11" 4'-11" POWDER ROOM 2'-3" BATHROOM CLG. HT. 4'-11" 8'-0" 5'-5" CLG. HT. 8'-0" 13'-5" 6'-4" 1'-4 1/2" 6'-4" 3'-0" 5'-7 1/2" 2'-1 1/2" DINING AREA CLG. HT. DESCRIPTION 3'-10 1/2" 7'-7" REVISIONS SCHEDULE SOFFIT HT. 6'-9" BATHROOM CLG. HT. 13'-9 1/2" 7'-11" 8'-8" 18'-7 1/2" SOFFIT LIVING BEDROOM HT. 7'-2" BEDROOM AREA #2 #3 CLG. HT. CLG. HT. CLG. HT. 7'-8" 13'-6 1/2" 14'-8" 8'-0" 8'-0" DN 5'-0 1/2" STORAGE CLG. HT. 7'-0" 4'-10 1/2" 5'-8" DN DATE 11'-11" 2'-4" 2'-4 1/2" 4'-10 1/2" 16'-9 3/4" DN NO. STORAGE 5'-7" CLG. HT. 9'-10 1/2" UP 7'-8" PROPOSED LEVEL 1 ALTERATION TO "DAKOTA" BUILDING: YESHIVA OHR HAMEIR OF PEEKSKILL CORTLANDT MANOR, NY 10567 141 FURNACE WOODS ROAD A102 BLOCK 1 LOT 3 8/21/2025 109.20 A EXISTING FIRST FLOOR SCALE: 1/4"=1'-0" DWG NO: JOB NO: DATE: Page 71 # 21A102138500 NJ LICENSE WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 732.202.5455 CLG. HT. 14'-5 3/4" CLG. HT. 7'-8" 7'-3 1/2" CLG. HT. 7'-4 1/2" 5'-7 3/4" DN 5'-2" CLG. HT. CLG. HT. CLG. HT. 9'-2" 8'-8 1/2" 8'-9" 11'-0 1/2" 12'-10 1/2" BEDROOM 6'-11" 12'-0" #1 CLG. HT. 4'-11" 7'-11" BATHROOM BATHROOM #3 CLG. HT. ROOM 12'-10 1/2" 7'-11 1/2" 9'-5" CLG. HT. 9'-4" 10'-11" CLG. HT. 7'-11" DN 7'-11 1/2" 12'-10" BEDROOM 15'-7 1/2" #4 CLG. HT. 5'-11" BATHROOM 1'-8 1/2" 11'-0" 7'-11 1/2" BEDROOM CLG. HT. #2 10'-11" 7'-11 1/2" CLG. HT. 5'-4 1/2" 11'-10" 7'-11" 4'-11" ROOM BATHROOM CLG. HT. 7'-11" CLG. HT. 4'-3 1/2" 1'-10 1/2" 7'-11 1/2" 7'-11 1/2" 8'-1" 3'-2 1/4" BATHROOM DESCRIPTION CLG. HT. 1'-10 1/2" 7'-11 1/2" 4'-5" 6'-3 1/2" 5'-11 1/2" REVISIONS SCHEDULE 1'-8 1/2" 6'-4 1/2" 6'-4" 6'-3" 6'-0 1/2" WALL NICHE 3'-6" REF. DW 1'-9" 4'-8 1/2" WALL KITCHEN 4'-4 1/2" 4'-4 1/2" NICHE 1'-11" CLG. HT. 6'-10" 3'-1" 7'-2" REF. BATHROOM 8'-9 1/2" CLG. HT. 7'-11 1/2" 19'-1" 23'-4 1/2" 1'-4" 17'-1" BEDROOM DINING LIVING KITCHEN DINETTE #5 OFFICE DATE 14'-2 1/2" AREA AREA CLG. HT. CLG. HT. CLG. HT. CLG. HT. CLG. HT. CLG. HT. 7'-11 1/2" 7'-11 1/2" 7'-11 1/2" 7'-11 1/2" 7'-11" 7'-11" NO. WALL NICHE 12'-10" 12'-8" 13'-1" 19'-7" DN CLG. HT. PROPOSED LEVEL 1 ALTERATION TO "DAKOTA" BUILDING: 9'-1 1/2" 5'-6 1/2" ROOM DN BALCONY CLG. HT. DN DN 7'-8 1/2" 7'-9" YESHIVA OHR HAMEIR OF PEEKSKILL CORTLANDT MANOR, NY 10567 141 FURNACE WOODS ROAD A103 BLOCK 1 LOT 3 8/21/2025 109.20 A EXISTING SECOND FLOOR SCALE: 1/4"=1'-0" DWG NO: JOB NO: DATE: Page 72 B LEFT ELEVATION A FRONT ELEVATION T.O. FIRST FL FIRST FLOOR T.O. SECOND FL SECOND FLOOR 8'-0" 7'-11 1/2" T.O. FIRST FL FIRST FLOOR T.O. SECOND FL SECOND FLOOR 8'-0" 7'-11 1/2" TAUPE STONE VENEER WOOD VERTICAL SIDING TAUPE STONE VENEER WOOD VERTICAL SIDING JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 1 ALTERATION TO "DAKOTA" BUILDING: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE A104 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 73 A REAR ELEVATION B RIGHT ELEVATION TAUPE STONE VENEER WOOD VERTICAL SIDING TAUPE STONE VENEER WOOD VERTICAL SIDING T.O. FIRST FL T.O. SECOND FL FIRST FLOOR SECOND FLOOR T.O. FIRST FL FIRST FLOOR T.O. SECOND FL SECOND FLOOR JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 1 ALTERATION TO "DAKOTA" BUILDING: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE A105 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 74 A PROPOSED LEVEL 1 ALTERATION TO "TEXAS" BUILDING SCALE: 1/4"=1'-0" JOB NO: REVISIONS SCHEDULE 109.20 PROPOSED LEVEL 1 ALTERATION TO "TEXAS" BUILDING: NO. DATE DESCRIPTION DATE: YESHIVA OHR HAMEIR OF PEEKSKILL 8/21/2025 141 FURNACE WOODS ROAD WEISZ ARCHITECTS CORTLANDT MANOR, NY 10567 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 DWG NO: NJ LICENSE A101 BLOCK 1 LOT 3 732.202.5455 # 21A102138500 Page 75 # 21A102138500 NJ LICENSE UP WH REF. 20'-10" 18'-0" 6'-0" DN REF. WEISZ ARCHITECTS DN BEDROOM #2 BEDROOM #1 DN 10'-6" 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 11'-10" MECHANICAL ROOM 13'-0" CRAWL SPACE UP ELECTRICAL ROOM 20'-3" 732.202.5455 13'-1" ATTIC CRAWL SPACE 5'-9" 5'-3" W.I.C. 3'-8" 3'-9" 5'-1" ATTIC ATTIC ACCESS ACCESS 25'-9 " " 32'-2 DESCRIPTION A EXISTING BASEMENT FLOOR PLAN D EXISTING ATTIC FLOOR PLAN REVISIONS SCHEDULE 12'-4" 2'-1" 1'-10" 12'-8" 9'-0" 5'-6" 7'-8" BEDROOM #2 BEDROOM #1 MASTER BEDROOM 12'-0" 11'-11" 11'-11" 11'-11" 17'-4" OFFICE LIBRARY 3'-11" DATE 10'-6" BEDROOMS BATHROOM 2'-3" 2'-3" BATHROOM BATHROOM 4'-11" 4'-11" 4'-11" DN 4'-5" DN 4'-10" 7'-7" 4'-11" 3'-8" 5'-6" 4'-0" 7'-7" NO. 6'-7" PANTRY PATIO DECK HALLWAY FOYER 4'-11" 5'-0" ATTIC ACCESS 4'-11 HALLWAY REF. " 1'-3" ATTIC 3'-6" 2'-10" ACCESS " 12'-5 1'-10" 1'-11" 3'-3" 4'-9" DINETTE PROPOSED LEVEL 1 ALTERATION TO "TEXAS" BUILDING: HALLWAY 4'-10" 2'-7" LAUNDRY 4'-7" AREA FOYER " 15'-0 POWDER ROOM 4'-11 4'-11 4'-11 " " " 4'-11 " PORCH 6'-7" 4'-6" 1'-11" REF. 17'-5" KITCHEN LIVING/ DINING AREA PORCH 14'-11" 14'-11" YESHIVA OHR HAMEIR OF PEEKSKILL . REF 11'-11" BEDROOM CORTLANDT MANOR, NY 10567 BEDROOM #3 ROOM DN 17'-3 7'-1" 11'-11 141 FURNACE WOODS ROAD " DINING AREA KITCHEN/ DINETTE " 2'-6" 9'-9" 6'-3" 9'-0" 19'-3" 5'-2" 17'-3 " " 11'-7 BLOCK 1 LOT 3 " 15'-3 A102 8/21/2025 109.20 C EXISTING FIRST FLOOR PLAN DWG NO: JOB NO: DATE: Page 76 # 21A102138500 NJ LICENSE T.O. ATTIC 4'-9" ATTIC FLOOR T.O. FIRST FL WOOD VERTICAL SIDING 7'-11" WEISZ ARCHITECTS 1515 FOREST AVENUE #101, LAKWOOD NJ 08701 FIRST FLOOR T.O. BASEMENT 732.202.5455 TAUPE STONE VENEER A PROPOSED FRONT ELEVATION T.O. ATTIC 4'-9" ATTIC FLOOR T.O. FIRST FL WOOD VERTICAL SIDING 7'-11" TAUPE STONE VENEER DESCRIPTION FIRST FLOOR REVISIONS SCHEDULE T.O. BASEMENT 6'-5" BASEMENT B PROPOSED REAR ELEVATION DATE NO. T.O. ATTIC T.O. ATTIC PROPOSED LEVEL 1 ALTERATION TO "TEXAS" BUILDING: 4'-9" 4'-9" ATTIC FLOOR ATTIC FLOOR T.O. FIRST FL T.O. FIRST FL WOOD VERTICAL SIDING YESHIVA OHR HAMEIR OF PEEKSKILL WOOD VERTICAL SIDING 7'-11" 7'-11" CORTLANDT MANOR, NY 10567 TAUPE STONE VENEER 141 FURNACE WOODS ROAD FIRST FLOOR TAUPE STONE VENEER FIRST FLOOR T.O. BASEMENT T.O. BASEMENT 6'-5" 6'-5" BLOCK 1 LOT 3 BASEMENT BASEMENT A103 8/21/2025 109.20 C PROPOSED LEFT ELEVATION D PROPOSED RIGHT ELEVATION DWG NO: JOB NO: DATE: Page 77 Page 78 Page 79 Page 80 Page 81 Page 82 Page 83 Page 84 Page 85 Page 86 2003 Crompond Road (TAX LOT: 33.12-2-8) Town of Cortlandt, New York Site Plan Application - Parcel 1 January 23, 2025 Revised: February 11, 2025 Revised: May 22, 2025 Revised: October 23, 2025 Revised: November 20, 2025 LOCATION MAP ZONING TABLE LIST OF DRAWINGS No. Name By Scale Date COVER SHEET DTSP 11/20/25 SP-0.1 MASTER SITE PLAN DTSP 1" = 60' 11/20/25 SP-0.2 SITE REMOVALS PLAN DTSP 1" = 60' 11/20/25 SP-1.0 SITE LAYOUT PLAN DTSP 1" = 30' 11/20/25 SP-2.0 SITE GRADING AND DRAINAGE PLAN DTSP 1" = 30' 11/20/25 SP-3.0 SITE UTILITY PLAN DTSP 1" = 30' 11/20/25 SP-4.1 SITE LANDSCAPE PLAN DTSP 1" = 30' 11/20/25 SP-4.2 PLANT LIST AND PLANTING DETAILS DTSP NTS 11/20/25 SP-5.1 SITE LIGHTING PLAN DTSP 1" = 30' 11/20/25 SP-5.2 SITE LIGHTING DETAILS DTSP NTS 11/20/25 SP-6.1 SITE AND UTILITY DETAILS DTSP NTS 11/20/25 SP-6.2 SITE AND UTILITY DETAILS DTSP NTS 11/20/25 SP-6.3 SITE AND UTILITY DETAILS DTSP NTS 11/20/25 SP-6.4 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-6.5 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-6.6 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-6.7 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-6.8 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-6.9 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-6.10 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-6.11 SITE DETAILS - RETAINING WALLS DTSP NTS 11/20/25 SP-7.1 EROSION AND SEDIMENT CONTROL PLAN DTSP 1" = 30' 11/20/25 BASE MAP SOURCE: WESTCHESTER GIS SP-7.2 EROSION AND SEDIMENT CONTROL PLAN DTSP 1" = 30' 11/20/25 SP-7.3 EROSION AND SEDIMENT CONTROL DETAILS DTSP NTS 11/20/25 SP-8.0 DRIVEWAY PROFILE DTSP AS NOTED 11/20/25 SP-9.0 UTILITY PROFILES DTSP AS NOTED 11/20/25 SP-10.0 TREE REMOVALS PLAN DTSP 1" = 30' 11/20/25 SP-11.1 EMERGENCY VEHICLE MANEUVERING PLAN DTSP 1" = 30' 11/20/25 SP-11.2 REFUSE VEHICLE MANEUVERING PLAN DTSP 1" = 30' 11/20/25 SP-11.3 DELIVERY TRUCK TURNING MOVEMENTS DTSP 1" = 30' 11/20/25 SP-12.0 STEEP SLOPES MAP FOR OVERALL SITE DTSP 1" = 50' 11/20/25 SP-12.1 STEEP SLOPES MAP (PARCEL 1) DTSP 1" = 30' 11/20/25 EX-1.0 EXISTING CONDITIONS PLAN DTSP 1" = 50' 11/20/25 LEGEND DTSP DTS PROVIDENT DESIGN ENGINEERING, LLP OWNER / APPLICANT PLANNER & CIVIL ENGINEER ARCHITECT LAND USE ATTORNEY SURVEYOR WETLANDS CONSULTANT V.S. CONSTRUCTION CORPORATION STEIN TROOST ARCHITECTURE, LLC ZARIN & STEINMETZ DANIEL T. MERRITTS, PLS TIM MILLER ASSOCIATES, INC. 37 CROTON DAM ROAD DTS PROVIDENTu ONE MORGAN AVENUE 81 MAIN STREET 394 BEDFORD ROAD 10 NORTH STREET Intelligent Land Use NORWALK, CONNECTICUT 06851 WHITE PLAINS, NY 10601 PLEASANTVILLE, NY 10570 COLD SPRING, NY 10516 OSSINING, NY 10562 DTSProvidentDesignEngineering,LLP OneNorthBroadway WhitePlains,NY10601 P:914.428.0010 F:914.428.0017 Page 87 Alex ow or F -9.1 Filed F.M ap Lot N is MAP 33.12, BLOCK 2, LOT 9.2 .#24 T JAN Salc z & Ya M a 33.1 Filed Map#24907 / Survey LAN ET MAP 33.12, BLOCK 2, LOT 9.1 vare rmerly N/F LANDS OF PAPE FRANK & KRISTEN 907 e do F.M ment E 2-2 Con N/F LANDS OF TAVAREZ ALEXIS o Ease rvation .#24 Stone Wall 2 Stone Wall se SALCEDO YADIRA Rich w or F -54 N79°08'50"W 109.58' dira 907 N77°46'30"W 190.44' MAP 33.12, BLOCK 3, LOT 54 No Deed ar Deed d N/F LANDS OF MURRAY RICHARD 33.1 & Wall Stone Ida erly & IDA WISE 2-3 orm Mur ray 10 0' 100' NONDISTURBANCE AREA EVERGREEN MANOR W ET Stone Wall LA ND WF 16 Stone Wall BU R-10 Town of Cortlandt, New York FF Ston ER Mar ow or F 3-58 MAP 33.12, BLOCK 3, LOT 58 eW N y Ve Stone W N/F LANDS OF VEZZUTO MARY B all all Simp o & Alm 33 WF 17 zz SIMPSON ALMIRA u .1 son t 2 Stone orm - WF 14 W IVE all WF 15 e Stone r PROPERTY LINE, R Wall ly ira CK D WF 18 (TYP.) WF 13 Λ Λ ARA Λ Λ Λ TAM WF 19 Λ 30' SIDE YARD SETBACK/ F IL Λ E NONDISTURBANCE AREA DM Λ Λ AP # Dee Rod or For 9 MAP 33.12, BLOCK 3, LOT 59 Λ Now .12-3-5 WF 12 Rob & Gise Λ e d Lib a Wigg erly 742 N/F LANDS OF ROBINSON RODERICK R r 33 ic OWNER / APPLICANT Λ Now 3.12-2- in 7 k ROBINSON GISELLE J WF 20 MAP 33.12, BLOCK 2, LOT 6 Id er 4 Λ son lle 3 Λ or mer N/F LANDS OF WIGGINS IDA S 7 V.S. CONSTRUCTION CORPORATION 2 F Λ 4 o , ly rm Pag Λ ins 37 CROTON DAM ROAD 6 Λ Stone Wall e 29 Λ OSSINING, NY 10562 Λ 5 WF 11 Λ MAG WF 21 Stone Wall Λ N LANE OLIA FLA ILLER A FLAGG Ston Λ TI M A RE Λ e PLANNER, CIVIL ENGINEER, LANDSCAPE G WET Wall Joa or For 4 Λ M NEW OPOSE G Now .12-3-6 Stone Wall Λ Swy A = X LOT 3 OT 2 ED J SSOCI ED BY nna ARCHITECT = 17 5,451.9 12-2-7 LAN 33 Λ PR MAP 33.12, BLOCK 3, LOT 64 ntuc man R-40 & T Λ 76 ANU A DS N/F LANDS OF SWYNTUCH JOANNA WF 22 Ro rly . DTS PROVIDENT Λ 5 h me WF 10 7 u Λ 2 A Λ R Acr Sq.Ft. Intelligent Land Use Y Λ DL ATE 16, NC. Λ es 3. 10 DTS Provident Design Engineering, LLP CA #: 0017846 S, I Λ WF 23 202 Λ WF 9 One North Broadway Λ 5 White Plains, NY 10601 Λ 100' NONDISTURBANCE AREA Λ Stone Wall Fra Λ P: 914.428.0010 Now 3.12-3-6 WF 8 n 10 Λ c 0' WF 26 F: 914.428.0017 is Pa rmerly MAP 33.12, BLOCK 3, LOT 65 Λ 3 W or F Λ ET N/F LANDS OF PAGNANELLA FRANCIS gna LA Stone Wall Λ o Stone Wall WF 24 ND ARCHITECT - PARCEL 1 Λ nell Ston PROPERTY LINE, WF 7 5 WF 25 Λ BU 10 a Λ FF eW (TYP.) STEIN TROOST ARCHITECTURE, LLC 0' ER Stone Wall Λ W all Λ ET Ston ONE MORGAN AVENUE e Wa L WF 27 Λ ll A Adja N Λ WF 28 NORWALK, CONNECTICUT 06851 D Λ BU ce WF 6 Λ n FF t Gar ers WF 29 E Ow Λ R den MAP 33.12, BLOCK 3, LOT 66 LAND USE ATTORNEY n Λ Stone Wall N Λ Vivia r Forme WF 5 o N/F LANDS OF RUSSO VIVIAM P w 33.1 WF 30 ZARIN & STEINMETZ o mR Stone Wall 2- • 81 MAIN STREET usso 3 - 6 • 6 WHITE PLAINS, NY 10601 rly BIRC WF 31 Irrev ose Ce erly The or Form • Now 3.12-2- LAN HWOO MAP 33.12, BLOCK 2, LOT 5 Rem of B ins WF 4 WA PROP WA PROP oca • R • E D arn a N/F LANDS OF BIFOLCO JOSEPH & FRANCINE 3 SURVEYOR T • T ble arini • E E R SE OSED R SE OSED • • Trus s 5 WF 3 WF 32 DANIEL T. MERRITTS, PLS RVIC RVIC t • 12"C WF 33 394 BEDFORD ROAD • Rich Now or -3-69 E E P M WF 2 • PLEASANTVILLE, NY 10570 Pon a r MAP 33.12, BLOCK 3, LOT 69 d • d & A ormerly 33.1 N/F LANDS OF RUSZCZYK 30' SIDE YARD SETBACK/ shle WETLAND CONSULTANT F 2 RICHARD & ASHLEY NONDISTURBANCE AREA E y Ru WF 34 1 RIV TIM MILLER ASSOCIATES, INC. sz PROPERTY LINE, KD cyk Ston R = 0. ,711.61 WF 1&36 10 NORTH STREET TO ING ST (TYP.) AC IGH EXIS = e of S ins WF 35 PAR F WAY Rem 4 Wall R 958 COLD SPRING, NY 10516 1 B hed TO MA a ARE E T CEL 100' W Acr S.F. R TA E A MO CTURE es Rev e Purnim rmerly 7 ETLAN Th MAP 33.12, BLOCK 3, LOT 70 oc R VED Now .12-3-7 U a N/F LANDS OF PURNIMA SONI REVOC LIVING b 33 The Rev rbara erly le Liv Soni MAP 33.12, BLOCK 2, LOT 4 FILE or F Now 3.12-2- D oca Ba Form D o Ston N/F LANDS OF LEVITZ BARBARA REVOC TRUS BUFFE ing a 3 M 2 or ble evitz S AP # e Reta 0 LEVITZ BARBARA JACK TRSTE Trus Wall Stone Wall EXIS Trus ining Stone R t L 7 Ston 4 L=23.55' 427 R=25.00' t Wall eW TO B STRUCT TING R-10 Frame Di Barn s all Ch rt Drive ain Link Fence E MAP 33.12, BLOCK 3, LOT 71 In Ground Pool Ch R Remains of N ain Car ow or -2-3 E Stone Wall o Dor Forme N/F LANDS OF WOLFE DORYL w MO RES Lin 33.1 los & yl W o kF N r Gat en 2- VED U MAP 33.12, BLOCK 2, LOT 3 ce olfe ly K 3 e 3 Wall a - 3 7 Stone Dirt smir erly . 1 N/F LANDS OF RONDON CARLOS & KASMIRY 1 Form r 2 Tan ane Prop Driv Walk rete y Ro Con Residence k PARCEL 1 all e Stone W Frame 2 Story c ndo Con Driv te TO B ING STR n EXIS WA OSED cre PRO e 100 TER E T P WA OSED 'W Tan ane PRO Prop Chim R Step & B Walk rete SE Con r W EMO UCTUR k ic ETL TER Mic ow or -2-2 k RVIC s A ney P c Joh w or Fo -73 TER POSED A hae SERV N PRO ND No n VED ES MAP 33.12, BLOCK 2, LOT 2 E & SERV l WF 24A R-40 & 33.1 Glo rmerly 33.1 BUF IC N/F LANDS OF PARISH FAMILY TRUST Kath erly SE Form E ria G 2-3 MAP 33.12, BLOCK 3, LOT 73 ICE She e 2 WER FER Fram As MICHAEL & PARISH ROBERT HAROLD ryn WF 22AWF 23A R ds phalt Driv IM N/F LANDS OF GIUNTA JOHN & GLORIA-GUAR MA iunt Ove Roo Edg Paris 1 =37 LE PUM 4 NHO Ston GIUNTA JOHN JR a rh e of f 6.9 ang h P eM e Asp aso halt Flag CYPR nry ESS L Λ Λ Λ Λ Λ 30' REAR YARD SETBACK/ sto UPo Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY W Fram ry ΛΛ 1 St Λ ΛΛ ANE Λ Λ NONDISTURBANCE AREA Λ Λ Λ all ΛΛ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. nes ΛΛ Λ Λ Λ Λ le CYP o Stone Λ ΛΛ L ΛΛ Λ Λ e 1-800-962-7962 OR 811 Λ Λ Λ ΛΛ Λ Λ ΛΛ Λ RE Λ A Λ Λ WF 21 Λ ΛΛ Λ Λ LA N SS ΛΛ Λ 2 Λ Λ Λ Λ Λ Wall F Bric 2 Story ΛΛ Λ Brick Iron Λ Λ Λ Λ ΛΛ Λ A E Λ Λ Λ Λ kW Λ Λ Λ Λ Asp ΛΛ Λ Λ ΛΛ WF 18A Pipe Λ Λ Λ Λ YET Λ Λ ΛΛ Λ Porch Λ Λ all Λ Λ ΛΛ E ha Λ Λ A Λ Wood Λ dge Λ Λ Λ Valv Λ S 30° 10' 44" W Λ Λ Λ Λ lt Drive Fo RW-4 WF 20A Λ Λ Λ 2 Λ E Λ Λ Λ Λ Λ und o Λ Λ e ENU Λ Λ Remain WF 25 20.75' Λ f As Λ Λ WF 19A T Λ Buildin Λ Λ N2 Λ 21 Λ Λ | Λ Λ Λ Brick ph 2 Λ E 9° 0 Λ Λ U Λ Λ St Λ Pole alt Λ Λ WF 27A Ston 6' 1 Λ Λ Λ o WF 26A E AV Λ g s Λ Λ Λ ry Λ Λ Λ 9 A Λ | 34. " E Λ Λ eW Λ Λ A WF 17A Λ Step rete Λ Con Λ VENf Asphalt Λ Λ 65' F Λ Λ Λ Λ all Λ L Edg YETT Λ ARE TAX L D LOT Λ s WF 29A A c Λ Λ WF 28A ARE T A BUI E PARC Λ T eo Λ N Λ GG ILLER A FLAGG Λ WF 16A I (N M Λ Λ Λ E UE Step ow or -3-4 Λ O A LAFA MAP 33.12, BLOCK 3, LOT 4 W WET = Λ A O M ED N PRO = Con ins of P Rem Λ = | Λ Λ 1 Λ hen N NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED = E N/F LANDS OF BOCEK STEPHEN A 1 Ston Λ TO ING ST . Λ B ic 83,7 T 33.12 cret N SP LA DEDICATED SNOW EXIS 923 .143 Sq -1 . BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT r a Λ 81,7 DING L EL Λ 8 eW Λ WF 15A O STORAGE AREA, PO & FILE 33.1 kW & DAWN M LIMIT OF49' 16" E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 7 Λ e Pa N Λ Λ | all TYP. B Daw erly V PRO S 59° 7 Ac 37 Sq.F Asphalt Drive D ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND all Λ Form MAP 33.12, BLOCK 1, LOT 1 85 E DM T Λ O Acr UPo E AC 2 S tio 47 SSO S SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER MBE IATES, IN L S 17° 41' 42" W E DISTURBANCE R 5 Λ 42.99' n Bo le Λ POS 8" Se AP # N/F LANDS OF GSD CORTLANDT LLC E WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. . Wire X 5 56.81' 7 5 7 es Λ RW-5TOW res MO CTURE Λ ED C Λ cek 384 R2 Λ w Λ F (TYP.) 7 er P WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED enc 427 R Λ | VED Λ 8-29 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ ipe W e U -2 ED B Λ Λ 3 O) .Ft. APP WF 14A | SEW DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF UPo PER XIMAT A Stone Ston LIMIT OF Λ Wire Λ T Guy RO T ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS ER , 20 OLD t. le RIM NHOLE EΛR S Λ 8"CIP e M Λ 11 Λ SHOWN BY THESE DRAWINGS. Y DISTURBANCE, PROPOSED BUR 8 =35 A C. Wall Wall SUR EWER M Λ SP-6.1 4'-0" HIGH FENCE, MOD Λ 23 9.7 IED ES ERV Λ V TYP. S 24° 58' 12" W E TYP. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW LIMIT OF Y S Λ Λ - NO ANHOL 107.22' 47.56' 216.77' YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS ICE Λ DISTURBANCE, T FO DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION BUR D WF 13A Ston Λ Λ UN 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. IED | TYP. 323.99' e 323.99' Λ Edg E Wa S 76° 13' 31" E 30' SIDE YARD SETBACK UPo S 76° 13' 31" E A e of UPo Λ Λ ll Λ le R UPo WF 5A Asp le NEW OPOS WF 1 Λ 8" Sewer Pip Pipe E Λ e 8" Sewer le halt Copyright DTS Provident Design Engineering, LLP 2025 A = X LOT 3 OT 1 Λ Edge of Asphalt S 77 UPo Λ WF = 6. ,597.66 2-2-8 Λ Post Ligh UPo WF 6A All rights reserved. PR Λ WF Λ le E UPo FOU UMENT Jose or Fo -1 t A le 3" UPo 4 MO TA MAP 33.12, BLOCK 3, LOT 1 Λ Sign raffic Λ Wire 1 2 UPo Guy 5/202 N '4 ° 37 64.77' 2A le +30A 0 le ROUTE 3 ND 62 Λ N Cala Elizab WF 7A Λ al B o 42 NOT FOR CONSTRUCTION Λ le T 3A 2 ph UPo Edg Asphalt N/F LANDS OF CALABRESE JOSEPH R JR w e of Edge of ° ox 8 Λ Asp 8 33.1 W WF 8A halt N7 le ' 03 & a bres eth te Acr 3 Sq.Ft. & ELIZABETH JO Λ Λ r 16"CIP WF 12A 2 18"RCP ED L Λ - rme UPo e 3 "W Edge of INV=34 es 9.51 Aspha Asphalt ' Λ Λ le RIM=353 3.1 lt Edge of UPo .67 .63 rly C DRAIN 30' FRONT YARD SETBACK Wire Λ 16"CIP Guy ou 16"C INLET 3 UPo le IP Ston 25 rse Aspha INV Λ Λ le =34 Wire Guy 8 20" .70 eW PARCEL 1 REVISIONS Λ Sign 8"CIP 1 02/11/25 RC lt Drive P 16"CIP Asphalt Edge of UPo UPole WF 11A 8"CIP PROPERTY LINE, all Λ Ston Λ eM Signal Box W le UPo aso Λ nry Traffic Ret F MOD (TYP.) SITE PLAN APPLICATION - PARCEL 1 le Ed 2 ain ge ing 05/22/25 9A Λ Traff Wire NAN fA o Wa Λ sph ll 8"CIP Guy CY LA Λ alt ic Sig ire Traff Hudson Valley Hospital Center HOSPIT Ed NE ge Now or Formerly Λ NAN Traffic Signal Pole PLANNING BOARD SUBMISSION EXIT ic nal 3 10/23/25 of W Λ W Asp Guy 33.08-1-6 PROPOSED 10 FT. Sign CROMPOND ROAD ha Λ Asp Box C lt Swa lt F LAN Y WIDE DRAINAGE AL UPo al P Control #500403371 B 10 INV =351.6 Λ EASEMENT Λ PER OXIMA ha INV 356.16 HOLE INV IMPROVEMENTS PER COLLIERS U 8"C RIM R MAN APP Town of Cortlandt Wire ole INV .B=34 R le le SEW IP Guy PLANNING BOARD REVISION .B=3 E IED SURVE WER M D 4 11/20/25 Λ A .A .A 7.9 Now or Formerly OLD Mete ater Asphalt Dr = OA Λ RIM =348.1 3 R E 33.08-1-PO 6 5 Ed DR =352 5 W R 1 Λ Λ ge AIN .26 .1 r Pit INL 1 ND of 2 Asp ET Λ 6 Λ INV PO 35/20 FL ha TE S lt INV .B=34 100' NONDISTURBANCE AREA Y-N Λ .A= 7.16 E Λ M 3 A DR R AIN IM=3 48.41 ive CRO OUTE Λ MAP 33.12, BLOCK 1, LOT 4 OT F NHOLE MA 52.6 Λ TIM TLAND INV G Λ NH 6 .C OL INV =34 OUN E A 5 INV .B=34 .58 R Λ GED ER ASS AGGED N/F LANDS OF NEW YORK-PRESBYTERIAN HUD Λ .A 5.3 W RIM =347.9 3 INV D Λ INV .B=34 MIL Λ = 8 MA 353.0 EXIS .A= 6.23 MAP 33.12, BLOCK 6, LOT 12 RW-6 VALLEY HOSPITAL E 8 N Λ NH TIN 3 Mic r Form Asp R G S IM= 46.78 Λ OL Trap el & Kim E 3 o EW Λ Tra ER 53.18 NO L w Λ ffic MH Sto ha N/F LANDS OF TRAPANESE MICHAEL 16"PIPE h Sig 33.0 Λ nal E1 Edge a ne 16" o THE DEED Tra lt Sw ane Pole Λ CIP ffic Λ UPo PEO CO Sig & KIM Λ le V PLE NTR nal 8- of Λ Wall Λ INV OF O Box ale THE L NUM se RIM =352.3 6 E 4" PIPE STA BER - S FL Pier Ed DR =355.6 6 Λ MBE IATES, IN Pier RIM 1 DRA ge LAN TE OF 4913 INV =364.3 AIN erly INV =367.5 2 fA o Edg 5 DS NEW 204 UPo Pole INL Λ =36 LET AC 4 OC UPo sph QU YOR 1 DRA eo IN IN ET R .B=3 .A le alt f As IM Sign t IRE K U le Stre 7.36 pha DB CONKLIN IN lt Y 63.8 MPH R2 e DR RIM INLE Sign AIN Λ = INV =351.1 MA 351.6 1 INV 354.60 Wire 1 RIM HOLE Guy Λ Asphalt 1 3 MAN NH T UPo .B=3 R-10 OL .A 8 E = Wire 24" INV Pier Guy le - SEW RIM =343.7 50.6 0 CM Wire 2 Guy P ER = INV CP 0 MA 352.6 Λ 18" CONKLIN Λ 0 9, 2 Gra AVENUE vel NH 5 =35 OL R UPo Inte Sw E BY B ale Sig rsectio 4.4 n le AVENUE UPo Λ A C. n Λ 023 3 le Edg eo f As UPo Sto 30' FRONT YARD SETBACK Theresa Guillermo Sign Stop ne pha Wa lt Now or Formerly Λ Edg Λ le ll F eo N 33.08-3-20 DEE E OF NE F THE ILED fA U STA EOPLE IRED B sph Sign THE S ACQ M LAN alt DC BER NTROL RK Λ T C Λ P Stre M D LIMIT OF et S O 12"RCP 4913 INV P ig PARCEL 1 - 15"R AP # n =36 A Λ C DISTURBANCE, 2039 WY 3.56 O U B 12"RCP 7 OGD Sto O AVEN MAP 33.12, BLOCK 6, LOT 1 427 OGDEN 4 TYP. eW n INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE MASTER SITE PLAN Λ all UPo UPo FILLE P EL=36 le le SU 368.7 RIM Y N/F LANDS OF RENZA ROY DRA Ro ow o He M dg DW R-10 EN e = Richard DeLorenzo y IN IN UEAVENUE Now or Formerly RENZA GARY ITH D 5 & Jo , Gary rly R N RW-2 33.08-3-19 LET enz r Forme 5 5.9 Walk EBR Flag He dg hn R e a 33.0 IS MAP 33.12, BLOCK 1, LOT 6 . enz enza 8-6- Edg N/F LANDS OF NEW YORK-PRESBYTERIAN HUD of A e RO As Wall sph U UPo phalt a alt 1 le Traff TE Sw R VALLEY HOSPITAL Sign MAP 33.12, BLOCK 3, LOT 20 ale MPH Sign 35/ ic SigJulie Garcia & Michelle Loza UPo Seal Sign 202 Ston N/F LANDS OF GUILLERMO THERESA nal Julie Garcia & Michelle Loza le 12" - Inte RC eW P Ro Now or Formerly INV INV wo RIM =385 fP 33.08-4-20 all Now or Formerly =38 rsec ine DR =387 .21 s 33.08-4-19 AIN .91 2.49 UPo tion INL Sig le Stre n Edge of Asphalt ET et UPo Route Sign le TAYLOR Stop Sign Ston e W Curb all Edg eo MAP 33.12, BLOCK 3, LOT 19 f As Sign uy Wire TAYLOR ph a Ston UPo lt AVENU G le eM Stone UPo James & Shirley Armstrong N/F LANDS OF BARZALLOS Wall le Asp halt Now or Formerly Park aso INV=3 6.93 ing 33.08-4-18 AVENUE A EDGAR A PROCEL rea nry SP-0.1 Wall 79.93 RIM R MAN Edge SEW of Asp Asph E MAP 33.12, BLOCK 5, LOT 22 UPo alt Sw UPo =38 halt UPo ale E le le Asp Driv lt le Edge N/F LANDS OF 2008 CROMPOND ha Asp e Driv lt of A HOL halt sp ha e RD REALTY C E EXPIRES 01/31/27 2008 Crompond Road Realty Corp. Now or Formerly 33.08-5-23 Page 88 ow 12-3-71 Do Form D 8" PVC 33. r y or l Wol erly fe WA OSED PRO TER EVERGREEN MANOR P SEWER M PROPOSE WA OSED SEW OSED PR O PR O SE 100' NONDISTURBANCE AREA RVIC Town of Cortlandt, New York TER ER S P P Joh w or Fo -73 S WA PROPO E E E ANHOLE R R D No n V V TER ICE ICE & 33.1 Glo rmerly S E R ria 2-3 VICE SED G iunt 1 Ston a PROPERTY LINE, MONUMENT (TYP.) e PROPOSED Mas OWNER / APPLICANT onry V.S. CONSTRUCTION CORPORATION Λ Λ Λ Λ Λ Λ 37 CROTON DAM ROAD W ΛΛ Λ Λ Λ Λ Λ Λ OSSINING, NY 10562 Λ ΛΛ Λ Λ Λ Λ Λ Λ all Λ ΛΛ MO POSED ICE Λ Λ Λ Λ Λ PROPOSED Λ ΛΛ Λ Λ Λ CYPR CYP Λ ESS L PRO ER SERV Λ ANE 4'-0" HIGH FENCE, SEW OΛSED RES Λ NU PRΛO Λ TYP. PLANNER, CIVIL ENGINEER, LANDSCAPE LAN S 2 ATER MAIN M Λ DW Λ PROPOSE P ARCHITECT Λ E E Λ Λ Λ Λ NT Λ PROPERTY LINE, Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ WF 18A Λ Λ TYP. Λ DTS PROVIDENT Λ Λ Λ Λ Λ Λ Λ Λ u Λ Λ PROPOSED Λ Λ PR Λ Λ Λ Λ Λ Λ Λ Λ Λ RW-4 Λ Intelligent Land Use Λ Λ 4'-0" HIGH FENCE, Λ Λ Λ Λ O Λ Λ Λ 2 Λ Λ TYP. Λ PO Λ Λ Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ Λ Λ Λ WF 19A S Λ One North Broadway Λ Λ Λ Λ ED Λ Λ White Plains, NY 10601 Λ Λ Λ Λ Ston Λ Λ 5 Λ Λ Λ Λ W Λ Λ Λ Λ P: 914.428.0010 Λ Λ Λ Λ AT Λ Λ SEW OSED Λ 10 Λ e Λ PRO F: 914.428.0017 Λ Λ Λ WF 17A Λ Λ 3 ER Wal Λ Λ Λ Λ Λ Λ Λ Λ Λ E M ARCHITECT - PARCEL 1 Λ Λ Λ P l Λ R Λ Λ Λ A FLA TIM Λ M Λ IN STEIN TROOST ARCHITECTURE, LLC Λ Λ WF 16A Λ ANH Λ FG Step ow or -3-4 ONE MORGAN AVENUE TIM W Λ Λ LAGGED MILRLEASSOS FLAGED B Λ Λ 5 26.0 R3 NORWALK, CONNECTICUT 06851 Λ Λ OLE 9 Λ WET 0' Λ Λ he N 3 ' Λ MILLE LAND Λ Λ Λ CURB TO MEET G Λ Λ Λ Λ DEDICATED SNOW Λ n Λ EXISTING CURB LAND USE ATTORNEY ENOV R ASSCOIATG Λ Λ L Λ Λ STORAGE AREA, & D F WF 15A Λ 33.1 EATNDS I L Λ 1 PR Λ ZARIN & STEINMETZ Λ TYP. Λ Λ Daw erly PROPOSED N E ' Λ Λ 20.0 Form DM Λ 81 MAIN STREET O O 2 4'-0" HIGH FENCE, PR Λ Λ Λ E Λ Λ P M TYP. V BER CIAS, IN BY ' WHITE PLAINS, NY 10601 n O 36.0 Λ OΛ SE F Λ A E Wi Λ L Bo c P M P Λ AG ' OSΛE Λ Λ RW-5 20.0 re SURVEYOR Λ # Λ D B 28- TES,C. C Λ F 7 ek 742 E Λ enc W 13 N.Y. Λ Λ D Λ AT R 8.0' SEW OSED DANIEL T. MERRITTS, PLS PRO 5° E ED 3 Λ 2 8.0' Λ ' 2289-,220IN S 7 SE e Λ G Y 20.0 Λ ER 394 BEDFORD ROAD E 18.0 3 Λ S. Λ Λ WEΛR Λ Λ E P W ' 2 WF 14A P PLEASANTVILLE, NY 10570 Λ ER R Λ SE ' 13.0 3 D. Λ E 9 Λ O ' 1 MAN R M POSED 2 Λ , 3.0' LD S Λ O.T. Λ 2 . 11 R MAP S 2302 PRO PROPOSED Λ WETLAND CONSULTANT V E SP-6.1 Λ URV Λ RVICΛ Λ Λ Λ Λ A ΛIC Λ 4'-0" HIGH FENCE, HOL Λ N Λ 3 TIM MILLER ASSOCIATES, INC. AC EY Λ TYP. E Λ Λ Λ Λ H 8 Λ - 10 NORTH STREET OLE 3 N Λ E E Q OT F , PA PARCE 66 COLD SPRING, NY 10516 Λ UISIT BUR D Λ FEE N MAP O N PROPOSED WF 13A SE Λ U IED R Λ 4'-0" HIGH FENCE, W C FENCE IO Λ TYP. Λ E E PROPERTY LINE R M POSED L 11 Λ Λ (TYP.) PRO WF 5A Λ Λ A Λ 0 Λ Λ S 77 N L 8 Λ Λ Λ H Λ 20.0 4 Λ Λ WF 6A OLE Λ Λ 27.9 Jose or Fo -1 Λ Λ ' ' 4 "E Λ Wire ' 43 Guy Λ Λ Now 3.12-3 ° 37 Λ 42 Λ Ca 8° Λ Λ WF 7A ph Λ Edg 100' NONDISTURBANCE AREA N7 Λ e of Λ FENCE Asp l 3 Λ a W halt Λ WF 8A ' 03 7' & a b Λ te 64. rese eth Λ r Eliza rly Λ Λ WF 12A rme UPo Λ "W Λ 7 Λ b PR UM MO le MAP ' Λ Λ .67 Co Λ 3 OP EN 25 16"C urs Λ Λ N IP AC Ston 1 Λ INV e OS T 00' B =34 8 Λ Λ 8 20" .70 4 Λ Q eW ED RC , Λ P Λ UISIT .S. D.O. PAR ARCEL Λ FEE N MAP 4 UF W WF 11A all Ston N.Y Λ F Λ eM UPo Λ FER 9A aso nry IO C 9 AD P Λ Ret Λ le RO Ed ain Λ E g ing D eo Traf 100. ON 02 L Wa Λ fA MP E 35/2 ll 00' sph Λ Λ 111 fic O alt CR OUT Traf Λ S Λ Λ Ed R i g ge W fic S NAN 3 nal Λ of T. Wire F NANC Asp Guy Λ PROPOSED 10 FT. Λ 10 ha Y LAN ig Asp Box C A lt Swa lt Λ E 28.0 LAN Y WIDE DRAINAGE nal Λ UPo THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Control #500403371 ' GENERATOR EASEMENT PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ha INV Pole Λ 8"C Λ Town of Cortlandt 1-800-962-7962 OR 811 Wire LOCATION INV .B=34 le le PROPOSED IP Guy Λ E Λ .A 7.9 Now or Formerly Met ater RIM =348.1 3 Λ 4'-0" HIGH FENCE, Λ 33.08-1-PO 6 Λ Λ Ed = 5 W DR 3 TYP. er P ge AIN 52.11 Λ Λ of INL Λ Λ Asp ET it Λ ha INV Λ Λ lt INV .B=34 30.0 Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ ' Λ MA 52.6 Λ NH 6 INV Λ Λ OL .C= I N 345 Λ E V Λ INV .B=34 .58 Λ Λ .A= 5.33 24.0 INV Λ Λ RIM 347. Λ =35 98 INV .B=34 Λ 7 MA 3 EXI .A= 6.23 RW-6 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ Λ NH .08 STIN ' 3 Now 3.08-6-1 Mic r Form Asp Λ OL G S RIM= 46.78 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ Tra el & K y Λ E E W 353 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Tra ER . Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE ha Λ Λ Sig 3 E1 p nal SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 10 Λ Λ Edge Λ ne 16" o THE DEED Tra WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. a Λ C ffic Pol IP e Λ UPo PEO CO Swa nes im Λ Sig Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED of Wall Λ O Box INV OF THE L NUM Λ Λ RIM =352. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ le e 4" PIPE DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ STA BER 3 Ed DR =355. 6 RIM DRA LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ ge INV =364.3 AIN 65 erl IN 2 o SHOWN BY THESE DRAWINGS. Λ fA Edg DS N 2 UPo Pole =36 LET INL AC EW Y 0441 V UPo sph DRA eo ET IN IN RIM INLET .B=3 Λ QU OR . l alt f LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW A e Asp Sign t IRE DB K Λ U le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal =36 IN Y 63.8 t MPH DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e Λ Λ AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 7 Sign INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy Asphalt 1 NH 3 MAN Λ UPo V R-10 Λ .B=3 R-10 OL . E A =35 PROPOSED GRASS PAVERS Wire 24" INV Pier Copyright DTS Provident Design Engineering, LLP 2025 Guy le Λ SEW RIM =343. 50.6 CM Wire All rights reserved. 4. Guy P = 70 Λ ER INV CP 6 MA 352.6 18" 30. CONKLIN 0 0 Λ Gra AVENUE NH 5 0 vel NOT FOR CONSTRUCTION =35 OL 0' R Λ UPo Inte B Sw E RW-1 Λ ale Sig rsecti 4.43 (RETAINING n o Λ le n UPo A Λ le Edg WALL, TYP.) eo Λ f As UPo Sto Λ Theresa Guillermo Sign Stop ne pha W lt Λ Now or Formerly PARCEL 1 REVISIONS all 1 02/11/25 Edg le Λ FILE eo NUM CONT 33.08-3-20 D fA Λ STA EOPLE IRED B sph E Sign Λ TH 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 LAN alt E OGDEN A AVENUE DM D BER Λ E TE O CR C Λ P Stre DS A BIORETENTION et S 12"RCP 3 10/23/25 PLANNING BOARD SUBMISSION Λ 4 INV P ign F 15"R AP # Λ 9 AREA OM N 1320 =36 C 4 PLANNING BOARD REVISION ROL RK 4 11/20/25 E C Λ Q WY E 3.5 OF T U 394 B 12"RCP 742 P 6 Λ Sto AVENUE O OGDEN 4 ne ON H INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all W UPo UPo 7 FILLE P EL=36 Λ le le S RIM N INLET Y Λ U DRA R DR He M dg D o 30' FRONT R-10 e =36 Richard DeLorenzo W y I YARD SETBACK Now or Formerly ITH D .95 8. & Jo , Gary rly Ren or Form Now 3.08-6- RW-2 OA 7 33.08-3-19 5 5 Wal EBR Fla He za dg h D g e 3 k IS n . MOUNTABLE R CURB enz enza Edg fA eo RO As Wall UPo phal TWIN-LEAF 20' WIDE UT sph a alt le t S 1 T e R wa Sign r EMERGENCY ACCESS GATE a E3 MPH le f Sign fic S Julie Garcia & Michelle Loza (THE GATE SHALL BE DESIGNED, CONSTRUCTED, AND UPo 5/2 Si Ston igna INSTALLED TO COMPLY WITH THE REQUIREMENTS OF gn 02 Julie Garcia & Michelle Loza le 12" ASTM F2200 AND UL325, IN ACCORDANCE WITH 2020 PARCEL 1 - - RC eW l Ro I P Now or Formerly INV nter wo NYS FIRE CODE APPENDIX D 103.5) INV RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine sec DR =387 .21 SITE LAYOUT PLAN s 33.08-4-19 AIN .91 2.49 U Po tio Si le INL Stre gn Edge of Asphal TAYLOR AVENUE ET n et UPo Route Sign le Stop Sign Ston Wa e Cur ll Edg b eo f As Sign uy Wi TAYLOR pha Seal Sto UPo lt t AVENUE G le ne M Stone UPo Asp James & Shirley Armstrong Wall le h alt P Now or Formerly as arki re ng 33.08-4-18 onry V=379 93 Are a I N Wal RIM R MAN Edge SEW f Asp o Asph UPo alt Sw UPo =38 l halt UPo ale E SP-1.0 le 6. .93 le Asp Driv lt le Edge h A e Driv lt of A a HOL s sp p halt ha e E EXPIRES 01/31/27 Page 89 ow 12-3-71 Do Form D 8" PVC nL mains of ound Pool ink 33. r y or l Fe Gat Wol erly nc M e e P- W fe Wall Stone Dirt W 8" DIP-WM I 8" D Tan ane S Prop Driv W Wal rete Con W W 8" DIP-WM Residence ROAD A k W e k Frame 2 Story W c FUTURE SANITARY SEWER S Con MAIN EXTENSION Driv te W W P cre e R A O TER ED ROA EVERGREEN MANOR S POS SEWER M PROPOSE WA OSED W SEW OSED DF PRO Tan ane PRO SE Prop Ch im Step & B ri c Wal rete NEW 8" Con RVIC Town of Cortlandt, New York TER k W 8" D ER S IP-W P GATE VALVE, TYP. k P S s k M n ey c Joh w or Fo -73 S WA PROPO W E E E W ANHOLE R R CB-MA5 D S No W n V V TER 390 RIM 387.91 ICE ICE & W NEW FIRE HYDRANT INV. 384.01 In S 33.1 M AND FUTURE WATER INV. 377.83 Out Glo rmerly S IP-W E MAIN EXTENSION, TYP.CB-MA6 S R ria 2-3 V 8" DIP, CL 54 She e 8" D RIM 388.08 Fram Asphalt D ICE DMH-MA1 SED (CAP END) S INV. 384.59 Out G W ds RIM 385.63 W iunt INV. 374.30 In O Roo S 1 v INV. 370.85 Out e Ston a MONUMENT rhan f rive S e PROPOSED g S Mas OWNER / APPLICANT 386 onry V.S. CONSTRUCTION CORPORATION Flag S W (TYP.) Λ Λ Λ Λ Λ 37 CROTON DAM ROAD ston UPo Λ Fram ry Wa ΛΛ +44002.0Tw Λ Λ 1 St Λ Λ Λ Λ w OSSINING, NY 10562 Λ ΛΛ Λ Λ Λ RETAINING WALL Λ Λ Λ Λ ΛΛ MO POSED ICE Λ Λ 38 Λ Λ Λ Λ 0.0B W ΛΛ Λ Λ ll Λ CYPR 4 le CYP o es Λ W ESS L PRO ER SERV Λ e 384 402 ANE 400 SEW OΛSED RES S Λ NU W PRΛO Λ 382 CB-MA3 W PLANNER, CIVIL ENGINEER, LANDSCAPE LAN S TER MAIN 380 2 W Bric M FG=380.0 RIM 375.46 2 Story D WA Brick Λ S +34900.0Tw Λ PROPOSE P w INV. 361.01 In ARCHITECT Λ E TW=389.0 E Λ Λ ΛΛ k Λ Λ Λ Asp 2.5B INV. 364.00 Out Λ NT Λ Λ Λ 382 ΛΛ ΛΛ Λ Λ Λ ΛΛ Wal Tax rty Line Prop Λ Λ Λ 8 ΛΛ 402 WF 18A Λ Λ Λ DTS PROVIDENT Λ 36 orch ΛΛ Λ ΛΛ Λ a Λ ood P halt ΛΛ Λ ΛΛ u Λ Λ ΛΛ Λ S W PR ΛΛ r Valv l +394 Λ L ΛΛ e 38 Λ Λ ΛΛ 402 e ΛΛ o 400 Λ ΛΛ Λ 4% ΛΛ Intelligent Land Use Λ 0 386..0w Λ Λ ΛΛ ΛΛ t not d Tax L en O Λ 2 0.9 Λ Λ Drive Λ 7 an s Betwe +34902.0Tw Λ 0Bw Λ e w 404 02 W P Λ Λ Remain Λ E@ Λ DTS Provident Design Engineering, LLP CA #: 0017846 400 OS Λ Λ Λ Buildin Co 7.0B Λ 4 WF 19A +33892.0Tw Λ 2 21 Sto Λ S 384.67 TC Λ w One North Broadway P ΛΛ Λ Brick Λ Λ HD Λ ED Λ n Λ DMH-MA4 5.0B 383.97 BC Λ Λ White Plains, NY 10601 t Λ Λ 5" Ston Λ RIM 383.70 i Λ Λ Λ guo 8 Λ f1 Λ W Λ Λ s g Λ INV. 362.03 In ry Fo Λ ΛΛ P: 914.428.0010 Λ Λ Λ A W Λ 396 Λ S ot Λ Λ INV. 362.03 Out 382 S 7L e Λ PRO F: 914.428.0017 W Λ us Λ T E Λ Step rete 10 WF 17A Λ W Λ 0 ER Λ Con Wal Λ Λ W Λ Λ ES-1 BASIN #1 38 W Λ Λ Λ Λ Λ DMH-MA4 INV. 362.00 In E ΛΛ +33894.0Tw M ARCHITECT - PARCEL 1 Λ 4.8% Λ POS w s l U/D Λ 3 RM FG=376.0 8 37855..5Tw+ c Λ RIM 366.84 Λ Λ AI 37 385.64 TC 6.0B S FLA TIM Λ Λ 0Bw Λ TW=390.0 INV. 362.03 In 8.4% 0 N STEIN TROOST ARCHITECTURE, LLC Λ 385.14 BC 37 Λ W WF 16A INV. 362.03 Out ΛΛ BIO-RETENTION AREA A ED 0+70 Λ 37 FG W Step ow or -3-4 73LF DEV 8 BR-8 ONE MORGAN AVENUE TIM W Λ N 2+27 4 Λ LAGGED MILRLEASSOS FLAGED B 385.64 TC Λ Λ of 15 HP " HD (8,029 SF) Λ HOL 6 PE @ NORWALK, CONNECTICUT 06851 Λ Λ 385.14 BC + Con ins of 37 S DI-BM-18 8.27% 385.24+ 385.24 Rem Λ W WET W Λ U/D Λ Λ he CB-BM-12 0 N) N Λ S RIM 384.30 MILLE LAND Λ Λ Λ 4 .0 SI G RIM 380.94 Λ 0 E Λ B 59 BA INV. 380.50 Out Λ c 37 36 Λ Λ Λ n 1.0% LAND USE ATTORNEY r 404 a Λ S 372 r INV. 378.00 Out i ENOV R ASSCOIATG .3 F S Λ Λ c e L EV O W Λ ΛΛ & D F WF 15A Λ 33.1 EATNDS kW t 385.26 TC ELTOM S Λ e Pa IL PR Λ ZARIN & STEINMETZ Λ Λ Λ 384.50 BC S Daw erly 384.76 BC 9 N Asphalt Dri E T LP Λ 35 Λ Λ O all Form 59 DM Λ (B 61 81 MAIN STREET UPo + .0 1 O O 2 PR Λ S Λ Λ U/D tio 385.66 TC 3 36 E W 3 385 ΛΛ S Λ 386.80 TC CB-BM-11 37 P M V BER CIAS, IN BY W 0 WHITE PLAINS, NY 10601 3 385.16 BC 0 n O 36 le Λ OΛ SE RIM 375.82 F .2% ve Λ A W 386.30 BC E 385.43+ Wi Λ +371.0 L Boc P INV. 372.00 In M P Λ AG OSΛE Λ Λ r S INV. 372.00 Out e SURVEYOR Λ # Λ D B 28- TES,C. C S Λ % F ek 742 % 74 E Λ DMH-MA3 enc 0. W 386.15 TC 2.40 N Λ Λ 36 D Λ AT R U/D SEW OSED @ 8 RIM 365.56 DANIEL T. MERRITTS, PLS PRO E ED 386.64 TC .Y.S. PE Λ 386.65 BC Λ 2289-,220IN S 7 INV. 361.01 In PE @ SE e HD Λ G Y Λ ER 394 BEDFORD ROAD % E 386.14 BC " B 1.5% S W INV. 361.01 In Λ 15 URH .35+ B Λ Λ WEΛR Λ Λ E P W WF 14A 1.2 of C S P 38S6H CUR PLEASANTVILLE, NY 10570 Ston Λ ER H C INV. 361.01 Out R HD Λ SE S T LF FLUAX. PI D. Λ 386.59 TC E 9 W 68 Λ O M FLU 15" R M POSED M 385.7 Λ , LD S 386.09 BC eW Λ O Λ 2 . R AN MAP S U/D 2302 F of PRO Λ WETLAND CONSULTANT V E 6.5 w 406 . Λ S DMH-MA2 (1) URV Λ T R A ΛIC Λ all 125L W 385.7 . AC S HOL Λ RIM 365.53 VIC Λ Λ Λ Λ N Λ 3 TIM MILLER ASSOCIATES, INC. EY Λ E Λ Λ Λ Λ INV. 360.53 In Bw H LIMIT OF Out 8 Λ +34906.0T - Λ INV. 360.53 10 NORTH STREET 6.5B w OLE 3 N W Λ E w E DISTURBANCE, Q CB-BM-17 OT F HW-MA1 , PA PARCE 5 +3896.5T DMH-BM-10 6.3 COLD SPRING, NY 10516 Λ S LIMIT OF .41 RIM 385.14 TYP. U/D UISIT RIM 362.21 BUR D HP Λ +38 RIM 383.00 S FEE N MAP O N DISTURBANCE, TYP. INV. 380.00 In WF 13A + INV. 360.00 In SE Λ U INV. 369.00 In 3% 384 +372.0Tw IED R INV. 380.00 Out Λ W INV. 369.00 Out 3 C ENERGY IO Λ S Λ E E FLOW SPLITTER DISSAPATOR, TYP. R M POSED L 11 SW Λ S 10' R DMH-BM-11 Λ ' x PRO S 0.5 5 WF 5A U/D RIM 372.50 2 NTE W Λ Λ PLA A INV. 368.00 In @ Λ 0 Λ Λ S 9LF of 18" HDPE @ 1.00% S S 77 .0+ N L E Λ INV. 368.00 Out Λ 386 DP Λ H Λ INV. 368.00 Out WE Λ Λ 5" H S W WF 6A TLA OLE HDS-MA1 Λ 6.0 Λ ND HDS-MA1 Jose or Fo -1 +38 Λ BOU 386.02 TC of 1 Λ 4 (HYDRO-DYNAMIC SEPARATOR UNIT) E Λ UPo 3" S ND Λ (HYDRO-DYNAMIC SEPARATOR UNIT) Λ A Now 3.12-3 4 ° 37 U/D 385.52 BC Tw RIM 363.5 RY ' S LF Λ 84.0 2 Λ FFL. 386.5 (UPPER LEVEL) 360 RIM 363.5 Ca °4 le INV. 360.09 In Λ Λ +3 114 WF 7A 8 ph UPo Λ INV. 360.09 In Edg N7 Λ FFL. 374.5 (LOWER LEVEL) w INV. 360.09 In 4.0B e of Λ W CB-MA1 INV. 360.09 Out Asp l +37 Λ 3 a U/G SAND INV. 360.09 Out W +(35 halt Λ le WF 8A ' 03 7' Wa & 4.4) 64.0 RIM 364.39 b Λ TC ES BM-2 73.0 ate FILTER 64. ter INV. 360.29 In rese eth Λ S Eliza rly Λ INV. 351.00 Out +Bw3 r SYSTEM INV. 361.01 In Λ TER +Tw3 WF 12A U/D UPo rme N HW-1 (R202) UPo CB-BM-16 le Λ PLA INV. 360.29 Out .79 "W Λ 4+92 (8'x20') ES MA-1 +(35 LP 7 Λ 3.7) RIM 384.50 W b PR UM 0' S MO + TC le MAP ' Λ 1 Λ .67 383 INV. 379.40 In 50'x C Λ 386 3 S OP EN W INV. 379.40 Out 25 our RM 16"C .0+ Λ Ston Λ N O IP 385 25'x NTER ST AC 408 Sto 1 s Λ Bw 15" CB-2 (RT202) INV e OS T PLA 74.0 00' =34 8 U/D Λ eW +3 .19% Λ n 8 TER 10' 20" .70 4 Λ Q e ED RC , all (35 Λ P 14 B Λ RM Wal UISIT .S. D.O. SW N PAR ARCEL S 2.7 DMH-BM-12 Λ TO FEE N MAP ) TC U PLA E@ W S W WF 11A S + 15" Ston N.Y RIM 372.50 Λ F F Λ eM l UPo Λ FER 9A aso HDP INV. 366.00 In 7.0B w 354 UPo ' SW +34908.0Tw ES-1 (RT202) nry IO C w S AD w P S le Λ Ret INV. 366.00 In +33897.5T Λ le RO Ed ain TER U/D Λ E 7.5B " ge ing 0% INV. 366.00 Out D of 15 S 100. N 'x10 ON 02 of L PLA Wa Λ S MP E 35/2 Asp 1.6 ll 00' Λ Λ SW S 385.52 TC 111 ha 10' O DMH BM-3-1 98LF CR OUT lt 5 352 E@ 40'x Λ .5+ 6.0 7 385.02 BC RIM 356.00 Λ W Λ Ed R Tw S ge W DP NAN INV. 351.15 In Bw o Λ 2.0 T. F fA NANC W ER 5" H 386 Λ INV. 351.15 Out Λ +38 sph 10 NT 8.0 Y LAN +37 Asp U/D alt C PLA A Λ Swa lt E TER of 1 LAN Y UPo +35 Λ UPo W THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ N Control #500403371 386 GENERATOR 'S PLA 'x10 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. CB-1 (RT202) F ha INV .0+ Λ 8"C Λ S Town of Cortlandt .36 W le 56L LOCATION 50 0' S INV .B=34 1-800-962-7962 OR 811 le le IP HP Λ 2.0% E 1 Λ 45'x .A 7.9 Now or Formerly 384+ Met ater Asphalt D 386.09 TC RIM =348.1 3 Λ Λ 33.08-1-PO 6 Λ Λ = 5 385.59 BC Ed W DR 3 CB-3 er P AIN 52.11 W DI BM-4 ge S Λ Λ U/D of INL Λ Λ RIM 363.42 Asp RIM:354.00 ET it INV + W Λ h .0 alt Λ INV. 356.00 In % INV .B=34 385.00 TC 386 .50 INV IN:350.25 15" RCP Λ Λ @0 .A= 7.16 INV. 352.50 Out Λ DMH-BM-3 PE 3 INV OUT:350.25 15" RCP rive DR R 384.50 BC Λ Λ HD AIN IM=3 48.41 0" RIM 370.27 Λ of 6 Λ MA 52.6 F CB-4 (RT202) INV % INV. 352.04 In Λ 85L NH 6 Λ .C= R 0.52 OL NTE Λ I N 345 Λ NEW HYDRODYNAMIC .0 INV. 352.04 In E V U/D 6 PLA INV .B=34 .58 Λ +38 DI BM-5 5 Λ SEPARATOR, TYP. Λ INV. 352.04 Out .A= 5.33 @ 38 SW INV Λ RIM 372.17 10' Λ RIM 347. INV .B=34 PE NEW HYDRODYNAMIC INV. 361.00 In 'x Λ =35 98 Λ .0+ 385.63 TC 100 MA 3 EXI .A= 6.23 " HD W NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ Λ NH .08 386 25'x NTER STIN SEPARATOR, TYP. Now .08-6-1 INV. 356.50 Out 3 Mic r Form Asp Λ G S RIM= 46.78 DI-5 (RT202) FOR WORK IN THIS SHADED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 408 385.13 BC OL PLA Λ Tra el & K y E EW 353 5 Λ 0% DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ of 1 ER . RIM 363.40 AREA REFER TO NYSDOT MH 18 10' 0.5 Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt 0 CONKLIN AVENUE @ 16"PIPE ha U/D Λ Λ 33 INV. 351.76 Out 36 PE E1 p SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER LF D HIGHWAY WORK PERMIT Λ NEW 4" PERFORATED Λ Edge Λ 0" H ne 16" SW o 1.3% UPo THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. a INV. 351.76 Out 193 f6 Λ le CIP Fo PLANS Λ UPo PEO CO UNDERDRAIN Swa nes im 85L SMH - EX1 (1) Λ .5+ Λ Λ e l PLE NTR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED of Wall 386 Λ O INV OF .0Bw RIM:353.18 THE L NUM Λ Λ RIM =352. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 384.77 TC Λ le e 4" PIPE DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ 0 3 STA BER Pier R INV IN:346.78 8" +37 Ed DR =355. 6 NTE Pier RIM DRA LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS W 384.27 BC Λ ge Stop Bar INV =364.3 AIN 65 erl LA IN 2 of SHOWN BY THESE DRAWINGS. Λ 2 U/D DS N WP Edg UPo Pole =36 LET Asp INL AC EW Y 0441 V UPo DRA eo S ET IN IN RIM INLET .B=3 Λ ha 10' CR QU OR . l f LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW A e lt Asp Sign t IRE DB K 45'x Λ U le Stre 7.36 UPo YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal =36 OM ROU IN Y 63.8 t le MPH 6.0B w UP 0% DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION w UPoole DR e R 0.5 Λ Λ CB-BM-15 AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 7 Sign +34904.0T PONTE 35/20 INV =351.1 @ 386 0Tw . 1 MA 51.6 IN (384 E 5 .0Bw le 1 RIM 384.0 DP RIM HOLE Asphalt 1 3 .5)+ NH MAN "H Λ UPo V Λ .B=3 f 60 R-10 OL D 2R 406 INV. 378.40 In . U/D E A DI BM-6 o =35 5LF 24" INV Pier Copyright DTS Provident Design Engineering, LLP 2025 . INV. 378.40 Out 8 le Gra Λ 6 RIM 382.17 SEW RIM =343. 50.6 CM All rights reserved. vel 4. +39 P INV. 375.00 In O Sw = 70 Λ ER INV CP 6 MA 352.6 18" CONKLIN ale AD 0 0 Λ 0 G AVENUE INV. 361.50 Out rav NH 5 0 37 NOT FOR CONSTRUCTION =35 el S OL R Λ UPo Inte B wa E Λ @ -1.87% 384.29 TC Sig rsecti le 4.43 5" HDPE 33LF of 1 n o Λ le n UPo A U/D 383.79 BC Λ le Edg eo Λ DI-6 (RT202) L. 38 REA 3% f As UPo UPo Sto Λ 404 1.0 Theresa Guillermo Sign ES-BM-13 DMH BM-14 2.5) RIM 368.10 Stop ne pha le Wa lt Λ INV. 377.64 Out RIM 383.00 @ INV. 364.36 In Now or Formerly E Edg 1 02/11/25 PARCEL 1 REVISIONS le ll Λ DP ME NA FILE eo NUM CONT 33.08-3-20 INV. 378.26 In INV. 364.36 Out "H D fA Λ UPo STA EOPLE IRED B INV. 378.26 In 1 5 sph E Sign Λ TH INV of 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 le U/D LAN alt E Stop =36 OCS-BM-8 OGDEN A TTO TIO AVENUE LF DM D 3 BER Λ DMH BM-7 E Bar 15" .56 TE O 7 CR C C RIM 383.00 9 Λ RC P RIM 382.00 0 Stre DS A P 38 PLANNING BOARD SUBMISSION 3866.0Tw INV. 377.54 Out 3 10/23/25 % (BO RETEN et S 12"RCP Λ .0Bw 4 INV. 378.00 In LIMIT OF 402 INV P gn i F INV 15"R A Λ 9 1.3 INV. 376.00 In O .A/ N 132 B/C DISTURBANCE, =36 P C 4 PLANNING BOARD REVISION ROL RK 11/20/25 E C RIM =364. INV. 376.00 Out MP Λ DR Q WY E # TYP. AIN 3.5 = 02 OF T 039 MA 366.9 U/D U +39 B B 12"RCP 742 6 NH 2 Λ BIO 382 Sto OL O AVENUE 400 OGDEN 4 E PE @ 2. 32% ne ON H INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE 66LF of 15" HD Λ Wa UPo UPo 7 384 ll FILLE P EL=36 Λ le le S RIM N INLET Y Λ U U/D DRA R D He M d D o ge 6% R-10 =36 Richard DeLorenzo 5.0 W y I U/D @ RO Now or Formerly ITH D .95 8. & Jo , Gary rly 5H)DPE Ren or Form Now 3.08-6- 4 . 381.74+ 7 33.08-3-19 8" 5 +(f312 5 Wal Fo A EBR Fla He L 39 4 79 za dg h DI-7 (RT202) 2 D 39 g e 3 k IS n . 88 RIM 382.20 R 3 INV. 378.30 In enz enza Edg AD-BM-9 of A e RO As Wall RIM 385.00 sph UT UPo phal a a lt le t S 1 T INV. 382.00 Out e R wa Sign r a E3 MPH le f Sign fic S Julie Garcia & Michelle Loza UPo Ston UPo 5/2 Si Ston le igna e W gn - 0 PARCEL 1 - a ll 2 Julie Garcia & Michelle Loza le Ro 12" Row of RC eW l Int P Now or Formerly INV INV w o Pin SITE GRADING AND erse RIM =385 f P es 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 c AIN .91 Bar 2.49 UPo tion StopS Sign DRAINAGE PLAN le INL Edge of Asphal TAYLOR AVENUE ET tre et D UUPPo Asph rive Route Sign ole le alt Stop Sign Ston e W Cur all b Edg of A e Sign sph TAYLOR Seal Sto UPo alt t AVENUE le Stone Masonry Wall ne M Stone U Po Asp James & Shirley Armstrong Wall le halt Park Now or Formerly as ing 33.08-4-18 onry V=379 93 rea A I UPole N Wal RIM R MAN Edge SEW Aphalt Swale UPole of As Asph UPole UPo phalt alt Sw UPo = l UPo 3 ale E Drive SP-2.0 8 Retaining Wall le 6. .93 le Asp Asphalt Driv lt le Drive Anchor Block Edge h UPole A e Driv lt of A a HOL s spha Asphalt Retaining Wall p lt ha e Stone Masonry E Retaining Wall EXPIRES 01/31/27 Page 90 R UC EM ow 12-3-71 Do Form nL mains of ound Pool ink 33. r y or O l Fe Gat Wol erly T nc VED U e e RES fe Wall Stone Dirt Tan ane Prop Driv Wal rete Con Residence k e k Frame 2 Story c S Con SMH - MA5 Driv te TO ING WA OSED P RO EXIS RIM:393.56 cre T e E INV IN:386.30 8" P R SE B INV IN:375.63 8" SMH - MA5 (1) EVERGREEN MANOR SEWER M PRO RVIC W E R STRUC T SE INV OUT:386.20 8" P RO PRO RIM:393.56 A W Tan ane P TER ED Prop E Ch im O E Step & POS INV IN:386.30 8" B ri c POS Wal rete R SE SE Con Town of Cortlandt, New York SERV E k ANHOLE INV OUT:386.20 8" D ED RVIC k M s k n ey I CE c Joh w or Fo -73 E O No @ 4.95% n V 390 & E 33.1 Glo rmerly D WA PROP DIP T T U ria 2-3 139LF of 8" E She e R SE OSED Fram Asphalt D RES G RVIC ds iunt Ove Roo E Ston a rhan f rive MONUMENT eM 10'-0" MIN. PROPOSED g SEPARATION, OWNER / APPLICANT aso 386 TYP. V.S. CONSTRUCTION CORPORATION Flag nry SMH - MA4 Λ Λ Λ Λ Λ 37 CROTON DAM ROAD ston UPo Λ Fram ry Wa ΛΛ +44002.0Tw Λ Λ 1 St Λ Λ Λ Λ w OSSINING, NY 10562 ΛΛ Λ RIM:383.75 Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ 38 Λ Λ Λ Λ 0.0B ΛΛ Λ Λ ll Λ CYPR INV IN:379.30 8" 4 le CYP o es Λ ESS L e 384 402 SEW OSED ANE PRO Λ INV OUT:379.20 8" 400 RES S Λ 382 E P R PLANNER, CIVIL ENGINEER, LANDSCAPE LAN S 380 SERV Λ Bric MO POSED 2 Story MAIN Brick Λ D WATER +34900.0Tw PRO Λ w PROPOSE ARCHITECT Λ Λ E Λ NUM Λ ICE kW Λ Λ Asp 2.5B 13'-0" Λ 382 Λ Λ Λ Λ Λ Λ Λ Ta Λ P Λ Λ 8 Λ 402 WF 18A Λ SEPARATION, Λ DTS PROVIDENT Λ r 36 ENT orch Λ Λ o all Λ Λ x a Λ ood P halt Λ Λ Λ u Λ Λ p Λ TYP. W Λ P r Valv +394 Λ L Λ Λ e 38 Λ Λ R Λ 402 erty Λ ot 7 nes Bet 400 Λ Λ Λ OP Intelligent Land Use Λ Λ 0 386..0w Λ Λ Λ Λ Λ not d Tax L en Λ 20'-0" WIDE Λ Λ Drive OS Λ +34902.0Tw Λ 0Bw Λ e w 404 02 Λ Remain Λ Li ED an Λ Λ WATER MAIN EASEMENT DTS Provident Design Engineering, LLP CA #: 0017846 400 Λ Λ Λ Buildin Co 7.0B Λ 4 WF 19A +33892.0Tw Λ 2 21 Sto W Λ Λ w Λ One North Broadway Brick Λ A Λ Λ Λ % Λ n TE Λ 5.0B Λ White Plains, NY 10601 .56 Λ t Λ Λ R Ston Λ i Λ Λ Λ guo 8 Λ 10 MA Λ Λ Λ s g Λ ry Λ Λ P: 914.428.0010 Λ SE @ we Λ Λ PRO IN Λ 396 Λ ot Λ Λ 382 W e Λ IP F: 914.428.0017 Λ us Λ Λ Step rete "D WF 17A E Λ Λ 0 0 Con Wal Λ POS Λ R 1+5 Λ Λ 38 Λ f8 Λ Λ MAN Λ Λ Fo +33894.0Tw E ARCHITECT - PARCEL 1 Λ 4.8% 1+0 Λ Λ w s l D Λ 3 8 37855..5Tw+ c Λ 2L Λ 0 A Λ 37 HOL 6.0B 14 0 Λ 0Bw Λ FLA 8.4% 0 0+0 STEIN TROOST ARCHITECTURE, LLC R Λ 37 Λ WF 16A (NO SPA E Λ 0 BIO-RETENTION AREA 2+0 0+70 Λ TIM TLAND 37 GG ILLER A FLAGG Step ow or -3-4 E DEV 8 BR-8 ONE MORGAN AVENUE OPE Λ 2+27 4 Λ 0+5 Λ Λ HP WE (8,029 SF) A 0 6 M ED N NORWALK, CONNECTICUT 06851 Λ = 1. ,747.53 LOT) Λ + Con ins of 37 385.24+ 385.24 Rem Λ Λ Λ he 0 N) N Λ T S = Λ Λ CL. 54 D.I.P. WATER O Λ 4 .0 SI TO ING +50 Λ Λ 0 B 59 BA Λ c 37 V N 36 Λ SMH - BM1 EXIS A Λ n 1.0% 2 MAIN, TYP. LAND USE ATTORNEY r 404 a Λ EMB IATES, Y 372 r 81 i .3 F S 87 SSO Λ S Λ 0+ c e EV O Λ RIM:374.63 Λ & 00 F WF 15A Λ 33.1 kW t ELTOM P Λ e Pa I B R ER 2 L CL.9 52 D.I.P. SANITARY C INV IN:365.90 6" ZARIN & STEINMETZ Λ Λ Λ Λ B O Daw erly 7 Asphalt Dri E T LP Λ 5 Λ U O POS P all 3 Form 59 SEWER PIPE, TYP. E RE STRUCT DM INV OUT:365.00 6" Λ T (B R 61 1 81 MAIN STREET UPo + .0 8 2 Λ Λ 0 tio 3 36 O 3+0 - 3 ED B I A 385 S 2 PROPOSED 6" DIP ED Λ 37 Λ L 0+ POS Λ 9, 2 0 WHITE PLAINS, NY 10601 0+50 C 3 SMH - BM2 0 00 n 36 le INC D Λ c WATERMAIN W .2% ve Λ A 385.43+ Wi ED S Λ Λ +371.0 023 Boc ATE RIM:373.40 E P r I . Λ M 0 Λ N r es INV IN:366.75 6" e 1+0 EWΛ R SE SURVEYOR Λ # Λ PA Λ F 0 G 7 ek 742 O E INV OUT:366.65 6" Λ SEW OSED enc RV 3+5 R PRO Λ Λ 36 Λ SΛERV Λ 8 DANIEL T. MERRITTS, PLS ICE % S V Λ E R Λ 6.79 7 P R e Λ q SMH -MA3 (BM-3) Λ 394 BEDFORD ROAD % ICE MAN B 1.5% E C URH .35+ B Λ Λ PER WF 14A IP @ 1.2 C RIM:371.19 . 38S6H CUR PLEASANTVILLE, NY 10570 Ston D Λ H C Λ S T Ft. FLUAX. PI EL Λ CONNECT HOL Λ INV IN:358.20 6" Λ OLD 8" D M FLU Λ TO EXIST 8" DIP U e Λ Λ INV IN:364.20 8" E Λ Λ WETLAND CONSULTANT F of Wal S WATERMAIN STUB 6.5 w 406 R INV OUT:364.10 8" Λ URV Λ SEW PROP 1+00 Λ PROPOSED 87L Λ ES Λ l Λ TIM MILLER ASSOCIATES, INC. EY Λ ER 6" DIP WATERMAIN Bw Λ LIMIT OF Λ +34906.0T -N Λ M 10 NORTH STREET 6.5B w Λ 1+34 w DISTURBANCE, ANH SED HP 0 OT F Λ 5 +3896.5T 4+0 6.3 COLD SPRING, NY 10516 Λ LIMIT OF .41 Λ PROPOSED 6" DIP FIRE SERVICE TYP. BUR D O Λ +38 OLE O N DISTURBANCE, TYP. WF 13A 384+ Λ 4" DIP DOMESTIC SERVICE Λ U +372.0Tw IED Λ Λ WF (SIZE TO BE CONFIRMED BY MEP) 3 ENERGY Λ SMH - BM3 Λ S Λ Λ AR DISSAPATOR, TYP. C4 RIM:383.00 SW Λ Λ S 10' R Λ INV IN:377.15 6" Λ ' x NE 1500 GALLON GREASE 5 SMH -MA2 WF 5A 2 NTE Λ Λ E PLA SEW PROP TRAP TANK INV OUT:375.65 6" RIM:363.20 Λ Λ Λ 0 A S 77 .0+ 2+0 W Λ Λ ER INV IN:358.20 8" W 386 Λ = Λ F C3 WE Λ Λ M P INV OUT:358.10 8" = 2 LOT 3 T 1 WF 6A TLA Λ 6.0 Λ ND ANH SED Jose or Fo -1 0 6 +38 Λ R BOU TAX SED LO Λ 353 E 97L 4+5 Λ UPo Wire 3" ND Guy Λ O . Λ SMH - MA1 (BM-1) A Now 3.12-3 4 ° 37 4.77' OPOSEEDNT O OLE 2+66 Tw RY ' 028 7.663 S -8 F of Λ 84.0 2 Λ 360 6 FFL. 386.5 (UPPER LEVEL) Ca °4 le Λ Λ +3 RIM:354.00 WF 7A 354 8 ph UPo Λ Edg N7 2 PO Λ 8" D FFL. 374.5 (LOWER LEVEL) w 4.0B e of Λ W INV IN:348.90 8" Asp l +37 ,59 3.12-2 Λ 3 a U/G SAND W halt IP @ Λ F C2 le WF 8A ' 03 Wa & 64.0 INV IN:348.90 6" b Λ 73.0 ate A FILTER 6 ter rese eth Λ PROPOSED 6" DIP SANITARY Eliza rly INV OUT:348.80 8" Λ 9.47 +Bw3 r SYSTEM c Λ R CONNECTION +Tw3 WF 12A NTE UPo SEWER rme UPo % le Λ A .79 "W Λ 4+92 L (8'x20') r WP LP INV. OUT: 379.0 Λ es b S 10' + le ' Λ Λ .67 383 50'x C Λ 386 3 25 our 16"C .0+ 35 Λ Ston Λ 0 IP 385 25'x NTER 408 Sto 100' 5+0 2 s Λ PROPOSED w 4.0B e PLA PR UM M +37 3 Λ e Λ q ON 53 n WF TER 10' FIRE HYDRANT, BUF Λ Wall e . TYP Λ Λ Wal SW N FER F C1 S Λ PLA 0 W WF 11A t. 0+0 Ston Λ F Λ eM l UPo Λ 9A aso 7.0B w 354 UPo ' SW +34908.0Tw nry w AD w le Λ Ret +33897.5T Λ le RO Ed 65L ain ER Λ SMH - BM4 7.5B ge ANT 352 ing D S Tra 'x10 ON 02 of Wa PL Fo Λ S 100. MP E 35/2 Asp RIM:372.00 ll Λ 00' Λ SW f ha f f 8" 0' O i CR OUT lt c 5 16" INV IN:365.00 6" 0'x1 Traf Λ 1+05 6.0 7 CIP Sign 4 DIP Λ Λ Ed R Tw INV OUT:353.00 6" ge W 0 fi NAN 0 Bw 1+0 5+5 c o Λ 2.0 Wir Pole F @ fA NANC al B Guy R 386 Λ Λ +38 NTE sph 10 S 8.0 Y LAN 3.1 +37 i PROPOSED 6" DIP SANITARY Asp alt gna e C A A L Λ Swa lt TER o E P LAN Y U +35 Λ 1 UPo x W THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ SEWER CONNECTION N Control #500403371 0' S % 386 PLA l Po PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1 ha .0+ 50'x Λ 8"C Λ Town of Cortlandt .36 INV. OUT: 366.5 W 1-800-962-7962 OR 811 Wire 0' S le l IP HP Guy Λ e 2.0% le E 1 Λ 45'x Now or Formerly 384+ Met ater Asphalt D Λ Λ SMH - BM5 33.08-1-PO 6 Λ Λ Me Ed W er P ter ge S Λ RIM:354.35 Λ Wa Pit of Λ Λ Asp it ter + INV IN:351.00 6" Λ h .0 alt Λ 386 Λ Λ INV OUT:349.90 6" Λ SMH - EX1 rive Λ Λ RIM:353.18 0 Λ Λ RELOCATE 6+0 Λ INV IN:346.78 8" Λ R NTE FIRE HYDRANT Λ Λ 6 .0 PLA Λ 5 +38 Λ Λ 38 SW INV Λ 10' Λ INV .B=34 'x Λ Λ .0+ 100 EXSI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ Λ R 386 25'x NTER ESW ERG IMR=I3M5= 346.7 Now .08-6-1 TIN Mic r Form Asp Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 408 PLA Λ Tra el & K y Λ MSEAW 33.15 8 NEHR 83.18 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Tra 10' Λ 8"C ffic OM ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt 0 L CONKLIN FOR WORK IN THIS SHADED AVENUE 8" PIPE EH E 16"PIPE 16"PIPE IP ha Λ Λ Sig 33 36 p nal 1 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ Λ Edge Λ ne 16" SW o 0 3% UPo Tra AREA REFER TO NYSDOT WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. a Λ CIP ffic P o le le Λ UPo Swa nes im Λ Sig .5+ HIGHWAY WORK PERMIT Λ Λ e l nal 6+5 1. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED of Wall 386 Λ Box Bw Λ Λ PLANS MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL . 0 Λ le e 4" PIPE DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ 0 Pier R +37 Ed NTE Pier ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ ge Stop Bar erl LA 2 of SHOWN BY THESE DRAWINGS. Λ WP Edg CONNECT PROPOSED 8" UPo Pole UPo Asp Stre eo S Λ ha 0' CR l f As et S e WATERMAIN TO EXISTING LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 5'x1 lt Λ U ign le UPo pha 4 OM ROU lt YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 8" CIP W/ NEW 8"x8"x8" TEE le MPH 6.0B w UP DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION w UPoole Λ Λ Sign 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. +34904.0T PONTE 35/20 386 0Tw (384 Wire .0Bw le Guy Asphalt .5)+ NEW 8" GATE Λ UPo Λ D 2R 406 VALVE, TYP. Wire INV Pier Copyright DTS Provident Design Engineering, LLP 2025 . Guy le Gra Λ 6 RIM =343. Wire SEW All rights reserved. vel Guy +39 7+00 O Sw = 70 Λ ER MA 352.6 CONKLIN ale AD Λ 0 G AVENUE rav SEW RIM HO 5 N 37 el S NOT FOR CONSTRUCTION Λ UPo Inte ER = L B wa MA 352.6 E Λ Sig rsecti le NH 5 RELOCATE n o OL Λ le n UPo A E Λ le Edg FIRE HYDRANT eo Λ L. 38 REA f As UPo UPo Sto Λ 404 Theresa Guillermo 2.5) ne pha le Wa lt Λ Now or Formerly Edg 1 02/11/25 PARCEL 1 REVISIONS le ll Λ ME NA FILE eo 33.08-3-20 fA Λ sph UPo Sign Λ INV alt Stop le =36 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 OGDEN TTO TIO AVENUE DM 3 Λ Bar 15" .56 Sign C CR Λ RC 0 Stre P 38 PLANNING BOARD SUBMISSION 3866.0Tw 3 10/23/25 % (BO RETEN et S 7+ Stop Λ .0Bw OM LIMIT OF 402 gn i INV A Λ 1.3 50 .A/ B/C DISTURBANCE, P PO =3 4 11/20/25 PLANNING BOARD REVISION Λ DR R AIN IM=3 64.02 # MA 66.9 TYP. +39 B ND 742 NH 2 Λ BIO 382 Sto OL AVENUE 400 OGDEN 12"RCP ne E Λ Wa UPo R UPo 7 Λ Λ 384 ll le OA le R He D d o ge Richard DeLorenzo y Now or Formerly & Jo , Gary rly 5) Ren or Form Now 3.08-6- +(3 84. 381.74+ Walk 33.08-3-19 8+ Wal Fla He Flag. 00 39 4 za dg h 2 39 g e 3 k n . 8 38 R 8+04 enz enza Edg of A e RO As Traffic Signal Wall sph UT UPo phal Sign a a lt le t S 1 e R wa E3 le Sign - Intersection UPo Ston UPo 5/2 Ston e W le MPH a ll 0 Julie Garcia & Michelle Loza 2 Julie Garcia & Michelle Loza le Ro PARCEL 1 - Sign Row of eW w o Pin Now or Formerly f P es 33.08-4-20 all Now or Formerly ine CONNECT SITE UTILITY PLAN s TO EXIST 8" CIP Route Sign 33.08-4-19 UPo Bar le Stop Stop Sign WATERMAIN Edge of Asphal TAYLOR AVENUE Sign D UUPPo ole le Street Asph rive Ston alt e W Cur all b Edg n e Sig of A sph TAYLOR Seal Sto UPo alt t AVENUE Guy le Stone Masonry Wall ne M Stone U Po Asp James & Shirley Armstrong Wall le halt Wi Park Now or Formerly as re ing INV=379.93 33.08-4-18 onry V=379 93 rea A RIM=386.93 Metal Guide Rail I UPole SEWER MANHOLE N Wal RIM R MAN Edge SEW Aphalt Swale UPole of As Asph UPole UPo phalt alt Sw UPo = l UPo 3 ale E Drive SP-3.0 8 Retaining Wall le 6. .93 le Asp Asphalt Driv lt le Drive Anchor Block Edge h UPole A e Driv lt of A a HOL s spha Asphalt Retaining Wall p lt ha e Stone Masonry E Retaining Wall EXPIRES 01/31/27 Page 91 SHADE TREES 3" - 3.5" CAL. 33 ACER RUBRUM `OCTOBER GLORY` - `OCTOBER GLORY` RED MAPLE ACER SACCHARUM - SUGAR MAPLE GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` - `SKYCOLE` THORNLESS COMMON HONEYLOCUST LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` - `ROTUNDILOBA` SWEETGUM LIRIODENDRON TULIPIFERA - TULIP POPLAR QUERCUS PALUSTRIS - SWAMP SPANISH OAK EVERGREEN MANOR QUERCUS SPP. - OAK SPECIES Town of Cortlandt, New York TILIA AMERICANA - BASSWOOD TILIA CORDATA - SMALL-LEAVED LINDEN ULMUS AMERICANA `NEW HARMONY` - `NEW HARMONY` AMERICAN ELM ORNAMENTAL TREES 6` - 8` HGT. 27 AMELANCHIER X GRANDIFLORA - APPLE SERVICEBERRY BETULA NIGRA `BNMTF` - `DURA HEAT` RIVER BIRCH MONUMENT PROPOSED CARPINUS CAROLINIANA - AMERICAN HORNBEAM OWNER / APPLICANT CERCIS CANADENSIS - EASTERN RED BUD CORNUS FLORIDA `CHEROKEE BRAVE` - `CHEROKEE BRAVE` DOGWOOD V.S. CONSTRUCTION CORPORATION CRATAEGUS CRUS-GALLI VAR. INERMIS - THORNLESS COCKSPUR HAWTHORN Λ Λ Λ Λ Λ Λ Λ Λ Λ 37 CROTON DAM ROAD OSSINING, NY 10562 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ CYPR Λ ESS L ANE ORNAMENTAL TREE, Λ (TYP.) PLANNER, CIVIL ENGINEER, LANDSCAPE Λ MO POSED Λ PRO Λ EVERGREEN TREES 6` - 8` HGT. ARCHITECT Λ 16 Λ Λ NUM Λ Λ Λ Ta P Λ Λ ILEX OPACA - AMERICAN HOLLY Λ DTS P O DENT r ENT o x a Λ Λ u Λ p Λ JUNIPERUS VIRGINIANA - EASTERN RED CEDAR r Λ L e Λ Λ erty ot 7 nes Bet Λ ntelligent Land se Λ Λ Λ Λ not d Tax L en PICEA GLAUCA - WHITE SPRUCE Λ Λ Λ Λ Λ Λ Λ Li an Λ Λ PICEA PUNGENS - BLUE SPRUCE Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Co Λ Λ Λ Λ Λ One North Broadway Λ PINUS STROBUS - WHITE PINE Λ Λ Λ n Λ White Plains, NY 10601 Λ Λ t Λ Λ i Λ Λ Λ THUJA X `GREEN GIANT` - `GREEN GIANT` ARBORVITAE guo 8 Λ Λ Λ Λ Λ Λ P: 914.428.0010 Λ we Λ Λ Λ Λ ot Λ Λ Λ F: 914.428.0017 Λ us Λ Λ Λ Λ Λ TOTAL OF TREES: 76 Λ Λ Λ Λ Λ Λ LAWN ARCHITECT - PARCEL 1 Λ Λ Λ Λ Λ Λ 0 SLOPE SHRUB PLANTING, Λ FLA 0+0 STEIN TROOST ARCHITECTURE, LLC Λ Λ (TYP.) Λ TIM TLAND GG ILLER A FLAGG ONE MORGAN AVENUE Λ FOUNDATION / ACCENT PLANTING 18" - 24", 24" - 36", 36" O.C. 7,081 sf Λ Λ WE M ED N NORWALK, CONNECTICUT 06851 Λ Λ CEANOTHUS AMERICANUS - NEW JERSEY TEA Λ Λ Λ Λ O Λ Λ Λ CLETHRA ALNIFOLIA - SUMMERSWEET CLETHRA Λ V Λ Λ LAND USE ATTORNEY EMB IATES, Y SSO Λ S Λ Λ ILEX CRENATA - JAPANESE HOLLY Λ Λ ER 2 C Λ ZARIN & STEINMETZ Λ Λ ILEX GLABRA - INKBERRY HOLLY Λ Λ 81 MAIN STREET 8 Λ Λ ITEA VIRGINICA - VIRGINIA SWEETSPIRE - ED B 2 Λ 9, 20 0+50 WHITE PLAINS, NY 10601 INC Λ JUNIPERUS SPP. - JUNIPER SPECIES Λ Λ 23 Λ . PHYSOCARPUS OPULIFOLIUS - EASTERN NINEBARK Λ SURVEYOR Λ Λ Λ POTENTILLA FRUTICOSA - BUSH CINQUEFOIL Λ Λ Λ VIBURNUM DENTATUM - ARROWWOOD VIBURNUM DANIEL T. MERRITTS, PLS Λ Λ Λ Λ 394 BEDFORD ROAD Λ Λ PLEASANTVILLE, NY 10570 Λ PLACE 36" O.C. APPROXIMATELY: 909 Λ Λ Λ N Λ LAW Λ Λ Λ WETLAND CONSULTANT Λ 1+00 Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ SLOPE PLANTING SHRUBS 24" - 36", 4` O.C. 17,461 sf Λ Λ Λ LAWN 10 NORTH STREET Λ ARONIA ARBUTIFOLIA `BRILLIANTISSIMA` - BRILLIANT RED CHOKEBERRY Λ COLD SPRING, NY 10516 Λ Λ Λ CORNUS SPP. - DOGWOOD SPECIES Λ Λ Λ Λ COTONEASTER APICULATUS - CRANBERRY COTONEASTER Λ Λ 0 1+5 Λ Λ ILEX GLABRA `COMPACTA` - COMPACT INKBERRY Λ Λ ILEX GLABRA `SHAMROCK` - SHAMROCK INKBERRY HOLLY Λ Λ Λ Λ MYRICA PENSYLVANICA - NORTHERN BAYBERRY Λ Λ Λ S 77 Λ Λ RHUS AROMATICA `GRO-LOW` - `GRO-LOW` FRAGRANT SUMAC Λ Λ WE Λ Λ TLA LIMIT OF DISTURBANCE, Λ Λ ND VIBURNUM DENTATUM - ARROWWOOD VIBURNUM Λ Λ BOU "E Λ UPo (TYP.) ND ' 43 Λ Λ ARY ° 37 64.77' Λ 42 Λ PLACED 48" O.C. APPROXIMATELY: 1,260 le 8° Λ Λ Λ N7 Λ U/G SAND Λ APPROXIMATE TOTAL OF SHRUBS: 2,169 Λ FILTER Λ ENTRY ROAD ' 03 W Λ ER 100.00' BUFF a SYSTEM te Λ Λ Λ r (8'x20') EVERGREEN TREE, Λ "W Λ (TYP.) Λ N STORMWATER BASIN SEED MIX 3,075 sf LAW ' Λ Λ .67 Co Λ 3 NEW ENGLAND EROSION CONTROL/RESTORATION FOR DETENTION BASINS 25 ur Λ Ston Λ se Λ AND MOIST SITES (NEW ENGLAND WETLAND PLANTS, INC.) PR UM MO Λ eW Λ OP EN Λ N OS T all Λ Λ Λ ED Ston Λ Λ eM Λ aso nry AD Λ Ret Λ FOUNDATION RO ain Λ ing NO MOW LAWN SEED MIX 3,351 sf ON D 02 Wa Λ PLANTING (TYP.) EXISTING TREE MP E 35/2 ll Λ Λ PRAIRIE NURSERY LINE TO REMAIN, O CR OUT Λ Λ Λ R LAW (TYP.) Λ NANC Λ Λ Y LAN N NOTES: Λ E Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ 1. UNLESS OTHERWISE NOTED, ALL PLANT BEDS SHALL RECEIVE 3" OF DOUBLE SHREDDED HARDWOOD BARK MULCH (NO DYE). NO MULCH SHALL BE GENERATOR NO MOW LAWN Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ PLACED WITHIN 6" OF TREE TRUNKS. SEE PLANTING DETAILS FOR PLANTING SAUCER DETAILS. LOCATION ACCENT PLANTING 1-800-962-7962 OR 811 Λ Λ Asphalt D Λ 2. QUANTITIES LISTED IN PLANT LIST ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON LIST AND SHALL BE Λ Λ Λ RESPONSIBLE FOR FURNISHING ALL PLANTS INDICATED ON PLAN. Λ Λ 02 Λ Λ 3. IF TREE STAKING IS INDICATED ON LANDSCAPE PLAN, TREES SHALL BE STAKED PER PLANTING DETAILS. Λ 2 TE Λ Λ 4. INSTALL EROSION CONTROL BLANKET ON ALL SEEDED SLOPES GREATER THAN OR EQUAL TO 3:1. SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL Λ OU Λ R rive Λ INFORMATION. D/ Λ Λ Λ 5. INSTALL JUTE MESH BLANKET ON ALL PLANTED SLOPES GREATER THAN OR EQUAL TO 3.1 SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL OA Λ Λ Λ R ND Λ INFORMATION. Λ PO Λ Λ 6. IF NOT OTHERWISE PLANTED OR PAVED, ALL NEW OR DISTURBED LANDSCAPE AREAS TO BE RAKED, SEEDED WITH LAWN SEED MIX, AND STRAW M Λ Λ MULCHED. Λ RO Λ Λ C NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 7. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR YEARS SHALL BE REPLACED BY PERMIT HOLDER AT NO EXPENSE TO TOWN OR Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER OF THE PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS FOLLOWING THE Λ Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto CONKLIN AVENUE Λ Λ WRITTEN DEMAND OF SUCH A REPLACEMENT FROM THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD OF TIME AS MAY BE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ Λ Λ ne WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. SPECIFIED. Λ Λ Λ Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Wall Λ Λ Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ Pier Pier ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ PLANT LIST AND LANDSCAPE NOTES SHOWN BY THESE DRAWINGS. Λ 1 SCALE: N.T.S. Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ Λ SHADE TREE, 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. (TYP.) Λ Λ STORMWATER R-10 Pier Gra Copyright DTS Provident Design Engineering, LLP 2025 BASIN Λ All rights reserved. vel Sw Λ ale LAWN Λ NOT FOR CONSTRUCTION Λ Λ Λ Λ Λ Sto Λ ne Wa Λ ll 1 02/11/25 PARCEL 1 REVISIONS Λ Λ Λ 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 OGDEN AVENUE Λ Λ 3 10/23/25 PLANNING BOARD SUBMISSION Λ Λ 4 11/20/25 PLANNING BOARD REVISION Λ Λ Sto ne Λ Wa ll Λ Λ He dg LAWN R-10 e Walk He Flag. dg e Asp Wall ha lt S wa le Ston Ston Wal e l Ro PARCEL 1 - wo eW fP ine all s SITE LANDSCAPE PLAN TAYLOR AVENUE D Asph rive Ston alt Wa e Cur ll b LANDSCAPE COVERAGE: Seal Stone Masonry Wall Stone Asp PARKING LOT: 25,230 SF Wall h alt P arki Are ng a Asph alt Sw LANDSCAPE PERIMETER: 1,284 SF Drive ale SP-4.1 Retaining Wall Asphalt PERCENTAGE REQUIRED: 5% Drive Anchor Block Asphalt Retaining Wall Stone Masonry PERCENTAGE PROPOSED: 5% Retaining Wall EXPIRES 01/31/27 Page 92 EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY RENDERING 2023-10 6.19.25 NTS MTT A0.0 MS Page 93 ow 12-3-71 Do Form D 8" PVC 33. r y or l Wol erly fe WA OSED PRO TER EVERGREEN MANOR P SEWER M PROPOSE WA OSED SEW OSED PR O PR O SE 100' NONDISTURBANCE AREA RVIC Town of Cortlandt, New York TER ER S P P Joh w or Fo -73 S WA PROPO E E E ANHOLE R R D No n V V TER ICE ICE & 33.1 Glo rmerly S E R ria 2-3 VICE SED G iunt 1 Ston a PROPERTY LINE, MONUMENT (TYP.) e PROPOSED Mas OWNER / APPLICANT onry V.S. CONSTRUCTION CORPORATION Λ Λ Λ Λ Λ Λ 37 CROTON DAM ROAD W ΛΛ Λ Λ Λ Λ Λ Λ OSSINING, NY 10562 Λ ΛΛ Λ Λ Λ Λ Λ Λ all Λ ΛΛ MO POSED ICE Λ Λ Λ Λ Λ PROPOSED Λ ΛΛ Λ Λ Λ CYPR CYP Λ ESS L PRO ER SERV Λ ANE 4'-0" HIGH FENCE, SEW OΛSED RES Λ NU PRΛO Λ TYP. PLANNER, CIVIL ENGINEER, LANDSCAPE LAN S 2 ATER MAIN M Λ DW Λ PROPOSE P ARCHITECT Λ E E Λ Λ Λ Λ NT Λ PROPERTY LINE, Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ WF 18A Λ Λ TYP. Λ DTS PROVIDENT Λ Λ Λ Λ Λ Λ Λ Λ u Λ Λ PROPOSED Λ Λ PR Λ Λ Λ Λ Λ Λ Λ Λ Λ RW-4 Λ Intelligent Land Use Λ Λ 4'-0" HIGH FENCE, Λ Λ Λ Λ O Λ Λ Λ 2 Λ Λ TYP. Λ PO Λ Λ Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ Λ Λ Λ WF 19A S Λ One North Broadway Λ Λ Λ Λ ED Λ Λ White Plains, NY 10601 Λ Λ Λ Λ Ston Λ Λ 5 Λ Λ Λ Λ W Λ Λ Λ Λ P: 914.428.0010 Λ Λ Λ Λ AT Λ Λ SEW OSED Λ 10 Λ e Λ PRO F: 914.428.0017 Λ Λ Λ WF 17A Λ Λ 3 ER Wal Λ Λ Λ Λ Λ Λ Λ Λ Λ E M ARCHITECT - PARCEL 1 Λ Λ Λ P l Λ R Λ Λ Λ A FLA TIM Λ M Λ IN STEIN TROOST ARCHITECTURE, LLC Λ Λ WF 16A Λ ANH Λ FG Step ow or -3-4 ONE MORGAN AVENUE TIM W Λ Λ LAGGED MILRLEASSOS FLAGED B Λ Λ 5 26.0 R3 NORWALK, CONNECTICUT 06851 Λ Λ OLE 9 Λ WET 0' Λ Λ he N 3 ' Λ MILLE LAND Λ Λ Λ CURB TO MEET G Λ Λ Λ Λ DEDICATED SNOW Λ n Λ EXISTING CURB LAND USE ATTORNEY ENOV R ASSCOIATG Λ Λ L Λ Λ STORAGE AREA, & D F WF 15A Λ 33.1 EATNDS I L Λ 1 PR Λ ZARIN & STEINMETZ Λ TYP. Λ Λ Daw erly PROPOSED N E ' Λ Λ 20.0 Form DM Λ 81 MAIN STREET O O 2 4'-0" HIGH FENCE, PR Λ Λ Λ E Λ Λ P M TYP. V BER CIAS, IN BY ' WHITE PLAINS, NY 10601 n O 36.0 Λ OΛ SE F Λ A E Wi Λ L Bo c P M P Λ AG ' OSΛE Λ Λ RW-5 20.0 re SURVEYOR Λ # Λ D B 28- TES,C. C Λ F 7 ek 742 E Λ enc W 13 N.Y. Λ Λ D Λ AT R 8.0' SEW OSED DANIEL T. MERRITTS, PLS PRO 5° E ED 3 Λ 2 8.0' Λ ' 2289-,220IN S 7 SE e Λ G Y 20.0 Λ ER 394 BEDFORD ROAD E 18.0 3 Λ S. Λ Λ WEΛR Λ Λ E P W ' 2 WF 14A P PLEASANTVILLE, NY 10570 Λ ER R Λ SE ' 13.0 3 D. Λ E 9 Λ O ' 1 MAN R M POSED 2 Λ , 3.0' LD S Λ O.T. Λ 2 . 11 R MAP S 2302 PRO PROPOSED Λ WETLAND CONSULTANT V E SP-6.1 Λ URV Λ RVICΛ Λ Λ Λ Λ A ΛIC Λ 4'-0" HIGH FENCE, HOL Λ N Λ 3 TIM MILLER ASSOCIATES, INC. AC EY Λ TYP. E Λ Λ Λ Λ H 8 Λ - 10 NORTH STREET OLE 3 N Λ E E Q OT F , PA PARCE 66 COLD SPRING, NY 10516 Λ UISIT BUR D Λ FEE N MAP O N PROPOSED WF 13A SE Λ U IED R Λ 4'-0" HIGH FENCE, W C FENCE IO Λ TYP. Λ E E PROPERTY LINE R M POSED L 11 Λ Λ (TYP.) PRO WF 5A Λ Λ A Λ 0 Λ Λ S 77 N L 8 Λ Λ Λ H Λ 20.0 4 Λ Λ WF 6A OLE Λ Λ 27.9 Jose or Fo -1 Λ Λ ' ' 4 "E Λ Wire ' 43 Guy Λ Λ Now 3.12-3 ° 37 Λ 42 Λ Ca 8° Λ Λ WF 7A ph Λ Edg 100' NONDISTURBANCE AREA N7 Λ e of Λ FENCE Asp l 3 Λ a W halt Λ WF 8A ' 03 7' & a b Λ te 64. rese eth Λ r Eliza rly Λ Λ WF 12A rme UPo Λ "W Λ 7 Λ b PR UM MO le MAP ' Λ Λ .67 Co Λ 3 OP EN 25 16"C urs Λ Λ N IP AC Ston 1 Λ INV e OS T 00' B =34 8 Λ Λ 8 20" .70 4 Λ Q eW ED RC , Λ P Λ UISIT .S. D.O. PAR ARCEL Λ FEE N MAP 4 UF W WF 11A all Ston N.Y Λ F Λ eM UPo Λ FER 9A aso nry IO C 9 AD P Λ Ret Λ le RO Ed ain Λ E g ing D eo Traf 100. ON 02 L Wa Λ fA MP E 35/2 ll 00' sph Λ Λ 111 fic O alt CR OUT Traf Λ S Λ Λ Ed R i g ge W fic S NAN 3 nal Λ of T. Wire F NANC Asp Guy Λ PROPOSED 10 FT. Λ 10 ha Y LAN ig Asp Box C A lt Swa lt Λ E 28.0 LAN Y WIDE DRAINAGE nal Λ UPo THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Control #500403371 ' GENERATOR EASEMENT PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ha INV Pole Λ 8"C Λ Town of Cortlandt 1-800-962-7962 OR 811 Wire LOCATION INV .B=34 le le PROPOSED IP Guy Λ E Λ .A 7.9 Now or Formerly Met ater RIM =348.1 3 Λ 4'-0" HIGH FENCE, Λ 33.08-1-PO 6 Λ Λ Ed = 5 W DR 3 TYP. er P ge AIN 52.11 Λ Λ of INL Λ Λ Asp ET it Λ ha INV Λ Λ lt INV .B=34 30.0 Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ ' Λ MA 52.6 Λ NH 6 INV Λ Λ OL .C= I N 345 Λ E V Λ INV .B=34 .58 Λ Λ .A= 5.33 24.0 INV Λ Λ RIM 347. Λ =35 98 INV .B=34 Λ 7 MA 3 EXI .A= 6.23 RW-6 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ Λ NH .08 STIN ' 3 Now 3.08-6-1 Mic r Form Asp Λ OL G S RIM= 46.78 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ Tra el & K y Λ E E W 353 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Tra ER . Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE ha Λ Λ Sig 3 E1 p nal SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 10 Λ Λ Edge Λ ne 16" o THE DEED Tra WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. a Λ C ffic Pol IP e Λ UPo PEO CO Swa nes im Λ Sig Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED of Wall Λ O Box INV OF THE L NUM Λ Λ RIM =352. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ le e 4" PIPE DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ STA BER 3 Ed DR =355. 6 RIM DRA LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ ge INV =364.3 AIN 65 erl IN 2 o SHOWN BY THESE DRAWINGS. Λ fA Edg DS N 2 UPo Pole =36 LET INL AC EW Y 0441 V UPo sph DRA eo ET IN IN RIM INLET .B=3 Λ QU OR . l alt f LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW A e Asp Sign t IRE DB K Λ U le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal =36 IN Y 63.8 t MPH DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e Λ Λ AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 7 Sign INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy Asphalt 1 NH 3 MAN Λ UPo V R-10 Λ .B=3 R-10 OL . E A =35 PROPOSED GRASS PAVERS Wire 24" INV Pier Copyright DTS Provident Design Engineering, LLP 2025 Guy le Λ SEW RIM =343. 50.6 CM Wire All rights reserved. 4. Guy P = 70 Λ ER INV CP 6 MA 352.6 18" 30. CONKLIN 0 0 Λ Gra AVENUE NH 5 0 vel NOT FOR CONSTRUCTION =35 OL 0' R Λ UPo Inte B Sw E RW-1 Λ ale Sig rsecti 4.43 (RETAINING n o Λ le n UPo A Λ le Edg WALL, TYP.) eo Λ f As UPo Sto Λ Theresa Guillermo Sign Stop ne pha W lt Λ Now or Formerly PARCEL 1 REVISIONS all 1 02/11/25 Edg le Λ FILE eo NUM CONT 33.08-3-20 D fA Λ STA EOPLE IRED B sph E Sign Λ TH 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 LAN alt E OGDEN A AVENUE DM D BER Λ E TE O CR C Λ P Stre DS A BIORETENTION et S 12"RCP 3 10/23/25 PLANNING BOARD SUBMISSION Λ 4 INV P ign F 15"R AP # Λ 9 AREA OM N 1320 =36 C 4 PLANNING BOARD REVISION ROL RK 4 11/20/25 E C Λ Q WY E 3.5 OF T U 394 B 12"RCP 742 P 6 Λ Sto AVENUE O OGDEN 4 ne ON H INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all W UPo UPo 7 FILLE P EL=36 Λ le le S RIM N INLET Y Λ U DRA R DR He M dg D o 30' FRONT R-10 e =36 Richard DeLorenzo W y I YARD SETBACK Now or Formerly ITH D .95 8. & Jo , Gary rly Ren or Form Now 3.08-6- RW-2 OA 7 33.08-3-19 5 5 Wal EBR Fla He za dg h D g e 3 k IS n . MOUNTABLE R CURB enz enza Edg fA eo RO As Wall UPo phal TWIN-LEAF 20' WIDE UT sph a alt le t S 1 T e R wa Sign r EMERGENCY ACCESS GATE a E3 MPH le f Sign fic S Julie Garcia & Michelle Loza (THE GATE SHALL BE DESIGNED, CONSTRUCTED, AND UPo 5/2 Si Ston igna INSTALLED TO COMPLY WITH THE REQUIREMENTS OF gn 02 Julie Garcia & Michelle Loza le 12" ASTM F2200 AND UL325, IN ACCORDANCE WITH 2020 PARCEL 1 - - RC eW l Ro I P Now or Formerly INV nter wo NYS FIRE CODE APPENDIX D 103.5) INV RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine sec DR =387 .21 SITE LAYOUT PLAN s 33.08-4-19 AIN .91 2.49 U Po tio Si le INL Stre gn Edge of Asphal TAYLOR AVENUE ET n et UPo Route Sign le Stop Sign Ston Wa e Cur ll Edg b eo f As Sign uy Wi TAYLOR pha Seal Sto UPo lt t AVENUE G le ne M Stone UPo Asp James & Shirley Armstrong Wall le h alt P Now or Formerly as arki re ng 33.08-4-18 onry V=379 93 Are a I N Wal RIM R MAN Edge SEW f Asp o Asph UPo alt Sw UPo =38 l halt UPo ale E SP-1.0 le 6. .93 le Asp Driv lt le Edge h A e Driv lt of A a HOL s sp p halt ha e E EXPIRES 01/31/27 Page 94 SHADE TREES 3" - 3.5" CAL. 33 ACER RUBRUM `OCTOBER GLORY` - `OCTOBER GLORY` RED MAPLE ACER SACCHARUM - SUGAR MAPLE GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` - `SKYCOLE` THORNLESS COMMON HONEYLOCUST LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` - `ROTUNDILOBA` SWEETGUM LIRIODENDRON TULIPIFERA - TULIP POPLAR QUERCUS PALUSTRIS - SWAMP SPANISH OAK EVERGREEN MANOR QUERCUS SPP. - OAK SPECIES Town of Cortlandt, New York TILIA AMERICANA - BASSWOOD TILIA CORDATA - SMALL-LEAVED LINDEN ULMUS AMERICANA `NEW HARMONY` - `NEW HARMONY` AMERICAN ELM ORNAMENTAL TREES 6` - 8` HGT. 27 AMELANCHIER X GRANDIFLORA - APPLE SERVICEBERRY BETULA NIGRA `BNMTF` - `DURA HEAT` RIVER BIRCH MONUMENT PROPOSED CARPINUS CAROLINIANA - AMERICAN HORNBEAM OWNER / APPLICANT CERCIS CANADENSIS - EASTERN RED BUD CORNUS FLORIDA `CHEROKEE BRAVE` - `CHEROKEE BRAVE` DOGWOOD V.S. CONSTRUCTION CORPORATION CRATAEGUS CRUS-GALLI VAR. INERMIS - THORNLESS COCKSPUR HAWTHORN Λ Λ Λ Λ Λ Λ Λ Λ Λ 37 CROTON DAM ROAD OSSINING, NY 10562 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ CYPR Λ ESS L ANE ORNAMENTAL TREE, Λ (TYP.) PLANNER, CIVIL ENGINEER, LANDSCAPE Λ MO POSED Λ PRO Λ EVERGREEN TREES 6` - 8` HGT. ARCHITECT Λ 16 Λ Λ NUM Λ Λ Λ Ta P Λ Λ ILEX OPACA - AMERICAN HOLLY Λ DTS P O DENT r ENT o x a Λ Λ u Λ p Λ JUNIPERUS VIRGINIANA - EASTERN RED CEDAR r Λ L e Λ Λ erty ot 7 nes Bet Λ ntelligent Land se Λ Λ Λ Λ not d Tax L en PICEA GLAUCA - WHITE SPRUCE Λ Λ Λ Λ Λ Λ Λ Li an Λ Λ PICEA PUNGENS - BLUE SPRUCE Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Co Λ Λ Λ Λ Λ One North Broadway Λ PINUS STROBUS - WHITE PINE Λ Λ Λ n Λ White Plains, NY 10601 Λ Λ t Λ Λ i Λ Λ Λ THUJA X `GREEN GIANT` - `GREEN GIANT` ARBORVITAE guo 8 Λ Λ Λ Λ Λ Λ P: 914.428.0010 Λ we Λ Λ Λ Λ ot Λ Λ Λ F: 914.428.0017 Λ us Λ Λ Λ Λ Λ TOTAL OF TREES: 76 Λ Λ Λ Λ Λ Λ LAWN ARCHITECT - PARCEL 1 Λ Λ Λ Λ Λ Λ 0 SLOPE SHRUB PLANTING, Λ FLA 0+0 STEIN TROOST ARCHITECTURE, LLC Λ Λ (TYP.) Λ TIM TLAND GG ILLER A FLAGG ONE MORGAN AVENUE Λ FOUNDATION / ACCENT PLANTING 18" - 24", 24" - 36", 36" O.C. 7,081 sf Λ Λ WE M ED N NORWALK, CONNECTICUT 06851 Λ Λ CEANOTHUS AMERICANUS - NEW JERSEY TEA Λ Λ Λ Λ O Λ Λ Λ CLETHRA ALNIFOLIA - SUMMERSWEET CLETHRA Λ V Λ Λ LAND USE ATTORNEY EMB IATES, Y SSO Λ S Λ Λ ILEX CRENATA - JAPANESE HOLLY Λ Λ ER 2 C Λ ZARIN & STEINMETZ Λ Λ ILEX GLABRA - INKBERRY HOLLY Λ Λ 81 MAIN STREET 8 Λ Λ ITEA VIRGINICA - VIRGINIA SWEETSPIRE - ED B 2 Λ 9, 20 0+50 WHITE PLAINS, NY 10601 INC Λ JUNIPERUS SPP. - JUNIPER SPECIES Λ Λ 23 Λ . PHYSOCARPUS OPULIFOLIUS - EASTERN NINEBARK Λ SURVEYOR Λ Λ Λ POTENTILLA FRUTICOSA - BUSH CINQUEFOIL Λ Λ Λ VIBURNUM DENTATUM - ARROWWOOD VIBURNUM DANIEL T. MERRITTS, PLS Λ Λ Λ Λ 394 BEDFORD ROAD Λ Λ PLEASANTVILLE, NY 10570 Λ PLACE 36" O.C. APPROXIMATELY: 909 Λ Λ Λ N Λ LAW Λ Λ Λ WETLAND CONSULTANT Λ 1+00 Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ SLOPE PLANTING SHRUBS 24" - 36", 4` O.C. 17,461 sf Λ Λ Λ LAWN 10 NORTH STREET Λ ARONIA ARBUTIFOLIA `BRILLIANTISSIMA` - BRILLIANT RED CHOKEBERRY Λ COLD SPRING, NY 10516 Λ Λ Λ CORNUS SPP. - DOGWOOD SPECIES Λ Λ Λ Λ COTONEASTER APICULATUS - CRANBERRY COTONEASTER Λ Λ 0 1+5 Λ Λ ILEX GLABRA `COMPACTA` - COMPACT INKBERRY Λ Λ ILEX GLABRA `SHAMROCK` - SHAMROCK INKBERRY HOLLY Λ Λ Λ Λ MYRICA PENSYLVANICA - NORTHERN BAYBERRY Λ Λ Λ S 77 Λ Λ RHUS AROMATICA `GRO-LOW` - `GRO-LOW` FRAGRANT SUMAC Λ Λ WE Λ Λ TLA LIMIT OF DISTURBANCE, Λ Λ ND VIBURNUM DENTATUM - ARROWWOOD VIBURNUM Λ Λ BOU "E Λ UPo (TYP.) ND ' 43 Λ Λ ARY ° 37 64.77' Λ 42 Λ PLACED 48" O.C. APPROXIMATELY: 1,260 le 8° Λ Λ Λ N7 Λ U/G SAND Λ APPROXIMATE TOTAL OF SHRUBS: 2,169 Λ FILTER Λ ENTRY ROAD ' 03 W Λ ER 100.00' BUFF a SYSTEM te Λ Λ Λ r (8'x20') EVERGREEN TREE, Λ "W Λ (TYP.) Λ N STORMWATER BASIN SEED MIX 3,075 sf LAW ' Λ Λ .67 Co Λ 3 NEW ENGLAND EROSION CONTROL/RESTORATION FOR DETENTION BASINS 25 ur Λ Ston Λ se Λ AND MOIST SITES (NEW ENGLAND WETLAND PLANTS, INC.) PR UM MO Λ eW Λ OP EN Λ N OS T all Λ Λ Λ ED Ston Λ Λ eM Λ aso nry AD Λ Ret Λ FOUNDATION RO ain Λ ing NO MOW LAWN SEED MIX 3,351 sf ON D 02 Wa Λ PLANTING (TYP.) EXISTING TREE MP E 35/2 ll Λ Λ PRAIRIE NURSERY LINE TO REMAIN, O CR OUT Λ Λ Λ R LAW (TYP.) Λ NANC Λ Λ Y LAN N NOTES: Λ E Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ 1. UNLESS OTHERWISE NOTED, ALL PLANT BEDS SHALL RECEIVE 3" OF DOUBLE SHREDDED HARDWOOD BARK MULCH (NO DYE). NO MULCH SHALL BE GENERATOR NO MOW LAWN Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ PLACED WITHIN 6" OF TREE TRUNKS. SEE PLANTING DETAILS FOR PLANTING SAUCER DETAILS. LOCATION ACCENT PLANTING 1-800-962-7962 OR 811 Λ Λ Asphalt D Λ 2. QUANTITIES LISTED IN PLANT LIST ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON LIST AND SHALL BE Λ Λ Λ RESPONSIBLE FOR FURNISHING ALL PLANTS INDICATED ON PLAN. Λ Λ 02 Λ Λ 3. IF TREE STAKING IS INDICATED ON LANDSCAPE PLAN, TREES SHALL BE STAKED PER PLANTING DETAILS. Λ 2 TE Λ Λ 4. INSTALL EROSION CONTROL BLANKET ON ALL SEEDED SLOPES GREATER THAN OR EQUAL TO 3:1. SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL Λ OU Λ R rive Λ INFORMATION. D/ Λ Λ Λ 5. INSTALL JUTE MESH BLANKET ON ALL PLANTED SLOPES GREATER THAN OR EQUAL TO 3.1 SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL OA Λ Λ Λ R ND Λ INFORMATION. Λ PO Λ Λ 6. IF NOT OTHERWISE PLANTED OR PAVED, ALL NEW OR DISTURBED LANDSCAPE AREAS TO BE RAKED, SEEDED WITH LAWN SEED MIX, AND STRAW M Λ Λ MULCHED. Λ RO Λ Λ C NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 7. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR YEARS SHALL BE REPLACED BY PERMIT HOLDER AT NO EXPENSE TO TOWN OR Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER OF THE PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS FOLLOWING THE Λ Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto CONKLIN AVENUE Λ Λ WRITTEN DEMAND OF SUCH A REPLACEMENT FROM THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD OF TIME AS MAY BE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ Λ Λ ne WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. SPECIFIED. Λ Λ Λ Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Wall Λ Λ Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ Pier Pier ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ PLANT LIST AND LANDSCAPE NOTES SHOWN BY THESE DRAWINGS. Λ 1 SCALE: N.T.S. Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ Λ SHADE TREE, 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. (TYP.) Λ Λ STORMWATER R-10 Pier Gra Copyright DTS Provident Design Engineering, LLP 2025 BASIN Λ All rights reserved. vel Sw Λ ale LAWN Λ NOT FOR CONSTRUCTION Λ Λ Λ Λ Λ Sto Λ ne Wa Λ ll 1 02/11/25 PARCEL 1 REVISIONS Λ Λ Λ 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 OGDEN AVENUE Λ Λ 3 10/23/25 PLANNING BOARD SUBMISSION Λ Λ 4 11/20/25 PLANNING BOARD REVISION Λ Λ Sto ne Λ Wa ll Λ Λ He dg LAWN R-10 e Walk He Flag. dg e Asp Wall ha lt S wa le Ston Ston Wal e l Ro PARCEL 1 - wo eW fP ine all s SITE LANDSCAPE PLAN TAYLOR AVENUE D Asph rive Ston alt Wa e Cur ll b LANDSCAPE COVERAGE: Seal Stone Masonry Wall Stone Asp PARKING LOT: 25,230 SF Wall h alt P arki Are ng a Asph alt Sw LANDSCAPE PERIMETER: 1,284 SF Drive ale SP-4.1 Retaining Wall Asphalt PERCENTAGE REQUIRED: 5% Drive Anchor Block Asphalt Retaining Wall Stone Masonry PERCENTAGE PROPOSED: 5% Retaining Wall EXPIRES 01/31/27 Page 95 December 22, 2025 Stephen Kessler, Chairman Town of Cortlandt Planning Board Town Hall, 1 Heady Street Cortlandt Manor, NY 10567 Re: Amended Site Plan 2051 E Main Street, LLC 2051 East Main Street Dear Chairman Kessler and Members of the Planning Board: Find enclosed the following information for the above-referenced Project: 1. 1 copies of the Site Plan, full size, 10 copies at 11”x17”. We are in receipt of the review memorandum from the Department of Planning and Community Development dated December 15, 2025. Based on the comments from the /Board and staff memo, we have prepare an annotated response to the comments as shown below: 1. The Planning Division conducted a review of the subject application consisting of a drawing entitled “Amended Site Development Plan” prepared by Cronin Engineering dated November 18, 2025. (Acknowledged). 2. The Planning Board previously granted Site Plan approval for PB 2019-1 Gasland by Resolution 6-20 adopted on February 4, 2020. The applicant met all conditions of approval and received the required permits, completed the improvements and received a Certificate of Occupancy. The Gas Station/Convenience Store and deli opened in 2023. (Acknowledged). 3. The approved site plan for the facility shows a total of 23 parking spaces: 9 spaces along the front of the convenience store, 2 parallel spaces on the eastern side of the property, and 12 at the pumps. Town Code requires a total of 13 spaces, as calculated using the requirements of 1 parking space per 300 sq. ft. plus 1 per employee (4 employees). (Acknowledged). 4. Parking has been an issue at the site since the opening. Employees began parking vehicles along Parkway Drive, which while not prohibited, is a residential street and should not serve as overflow parking for an approved commercial site plan. Town staff met with representatives of the owner and conducted a site visit to go over potential additional parking locations. (Acknowledged). 5. The subject amended site plan shows a total of 5 new proposed parking spaces, with 4 to be located along the front of the subject site along Route 6 in an existing grass/landscaped area, and one proposed along the front of the existing convenience store eliminating a portion of existing sidewalk and a pedestrian ramp. In addition, the applicant is proposing to re-stripe the two (2) existing parallel spaces to better delineate the area. The applicant shall investigate designating certain parking spaces as employee-only parking. (Acknowledged, 4 employee parking spaces are shown on the revised Site Plan). Page 96 Town of Cortlandt Planning Board December 22, 2025 2051 Main Street page 2 of 2 6. The 4 spaces proposed along Route 6 are outside of the 100’ regulated wetland buffer. An existing 2”-caliper oak tree, required as part of the landscape plan for the original Gasland Site Plan approval, will be relocated to allow for the parking. (Acknowledged). 7. To protect against headlight glare into Route 6, the subject drawing shows a proposed 24” high, 40’ long dry stacked stone wall. A detail of the proposed wall shall be added to the drawing set. (A detail of the decorative wall is shown on the revised Site Plan). 8. The subject drawing shows that the proposed new parking spaces are to be pervious asphalt. Pervious asphalt requires regular maintenance to function as designed. The applicant shall provide additional details on any proposed maintenance protocols for review by the Town Engineering Division. (Maintenance notes have been added to the pavement detail). 9. The subject application is classified as an unlisted action pursuant to the New York State Environmental Quality Review Regulations. The applicant submitted Part One of the Short Environmental Assessment Form (attached) for the Board to use together with all information submitted with this application to evaluate what, if any, significant environmental impacts may result from the proposed project. (Acknowledged). 10. Enclosed is an aerial view of the subject site. A site plan drawing was transmitted to the members of the Planning Board at the time the application was submitted. (Acknowledged). 11. The Department of Technical Services, Engineering Division shall provide a review memo under separate cover. (At the time of preparation of this letter, we had not received any comments from The Department of Technical Services). As originally submitted, this office has been retained by the Applicant to seek Amended Site Plan Approval from the Planning Board. The project was recently approved for a gas station and convenience store and has since been built out and is fully operational with Certificates of Occupancy in place. Based on the success of the project, we are respectfully requesting an amendment to the previous approval to provide a total of five new parking spaces. The locations of the five new spaces are shown on the Site Plan. The spaces will be constructed with pervious asphalt to eliminate any stormwater runoff. In addition, the end of the parking spaces will be provided with 24” high decorative wall to aid in shielding car headlights from shining to Route 6. Any landscaping will either be replaced in kind or relocated. We respectfully request placement of the application on the Planning Board’s January 2026 meeting agenda for consideration and to direct staff to prepare an approving resolution for the February 2026 meeting. Should you have any questions or require additional information please contact me at the above number. Thank you for your time and consideration in this matter. Respectfully submitted, Keith Staudohar Cronin Engineering, P.E., P.C. cc: Ibrahim Jamal via email w/ encl. jamal-2051 E main street-pb-amended site plan-re submission1-ks-20251222 Page 97 GENERAL NOTES 1. TOWN OF CORTLANDT MANOR PARCEL TAX MAP DESIGNATION: SECTION: 23.20 , BLOCK: 3, LOT: 13 AMENDED SITE DEVELOPMENT PLAN 2. THE GROSS SITE AREA EQUALS = 42,117 SF (0.97 ACRES). SITE SITE 3. SURVEY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM A DIGITAL FILE OF AN AS-BUILT SURVEY BY LABELLA ASSOCIATES DATED 4/11/2024. FOR 4. THE SUBJECT SITE IS LOCATED IN THE FOLLOWING DISTRICTS: - HC (HIGHWAY COMMERCIAL) ZONING DISTRICT - PEEKSKILL SEWER DISTRICT - CORTLANDT CONSOLIDATED WATER DISTRICT - MOHEGAN FIRE DISTRICT 2051 EAST MAIN STREET - LAKELAND SCHOOL DISTRICT - HUDSON RIVER WATERSHED 5. PRIOR TO ANY EXCAVATION, THE OWNER AND/OR CONTRACTOR SHALL CALL THE UNDERGROUND LINE LOCATION SERVICE (CODE 811/FKA CODE 753). FOR MORE INFORMATION, VISIT "DIG SAFELY NEW YORK" AT WWW.DIGSAFELYNEWYORK.COM. TOWN OF CORTLANDT EL IZA WESTCHESTER COUNTY, NEW YORK BE SPECIAL NOTES THF ED 1. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE MEANS AND METHODS NEEDED TO PERFORM THE VICINITY MAP SCALE: 1" = 300' OHW RO ST CONSTRUCTION/EXCAVATION, ET AL, OPERATIONS SHOWN HEREON. IT SHALL BE THE RESPONSIBILITY OF THE ST CONTRACTOR TO PROVIDE A SAFE WORKING ENVIRONMENT AND PROVIDE THE MEANS AND METHODS TO PERFORM THE NECESSARY TASKS. NOTHING ON THESE PLANS SHALL OBLIGATE THE DESIGN ENGINEER AS TO THE MEANS AND METHODS TO PERFORM THE TASKS ASSOCIATED WITH THE APPROVED DESIGN PLANS. THOSE OBLIGATIONS ST PROPOSED (4) 18' x 9' PARKING AT ALL TIMES REMAIN WITH THE CONTRACTOR(S). SPACES TO BE PAVED WITH 2. THESE DRAWINGS MAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS AND THAT SUCH INFORMATION IS PERVIOUS ASPHALT (SEE DETAIL) 2" OAK TO BE INCLUDED ON THE ASSUMPTION THAT IT MAY BE OF INTEREST TO THE CONTRACTOR, BUT THE ENGINEER, OWNER RELOCATED AND THEIR CONSULTANTS DO NOT ASSUME RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS. THE ST ST CONTRACTOR HAS AN OBLIGATION TO DETERMINE FOR ITSELF THE TRUE NATURE OF EXISTING CONDITIONS. PROPOSED 24" HIGH, 40' LONG DRY STACK ST DECORATIVE WALL ST ST EROSION & SEDIMENT CONTROL NOTES S ST RESTRIPE TO ALLOW 2 PARALLEL PARKING SPACES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE ST SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND ST MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. S ST 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL ST STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT S 0 10 20 21 TRAPS SHALL BE CLOSELY MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS 20 ' ST PROPOSED CONC. ORDERED BY THE ENGINEER. ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY, PRIOR TO EXPECTED CURB (SEE DETAIL) RAIN EVENTS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE S ST SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION. ST ST ST 3. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS ORDERED BY THE SCALE: 1" = 20 FT. S ST 21 ENGINEER, AND IN ACCORDANCE WITH ACCEPTED STANDARDS. ' ST ST ST S EXISTING CURB TO ST ST BE REMOVED ST ST 4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE OWNER/APPLICANT C. ST LIMED,FERTILIZED, TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS. ST S , IN ST UM ST ST 5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, ST O LE SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER. DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY 2051 CORTLANDT HOLDING, LLC ST ETR SEEDING. 2241 ROUTE 6 P ST ST ND BREWSTER, NY 10509 ST LA 6. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST ST ST S CONTROL. GA ST ST 7. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE ST ST FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT. ST · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT ST ST 8. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ST S AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. S S ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ST ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS ST S ST S 9. SOIL SEEDING AND FERTILIZER AMENDMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW S SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE ST YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". ST ST DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. S ST · COPYRIGHT "2025" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. S S 10. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF · AUTHORIZATION No.: 028856 ST ST S "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". ST ST ST S REVISIONS ST S ST ST ST ST ST S REFERENCE NOTE EXISTING CURB TO ST 1. REFERENCE IS MADE TO THE RESOLUTION OF APPROVAL No. 6-20 ADOPTED ST ST ST BE REMOVED BY THE PLANNING BOARD ON FEBRUARY 4, 2020 AND FILED IN THE OFFICE OF ST S ST ST THE TOWN CLERK ON FEBRUARY 5, 2020. ST ST ST ST ST ST ST ST ST ST ST 1 STAFF COMMENTS DATED 12-15-2025 DECEMBER 22, 2025 ST ST S ST # REASON DATE ST S S S S S S S S S S S S MUNICIPAL TAX IDENTIFICATION: ST S ST EXPANSION JOINT 6" WHEN CURB MEETS SECTION: 23.20 TE OF NEW YO S SIDEWALK OR PVMT A I CH M A EL CK ST RK BEL L 1"R BLOCK: 3 RI PROPOSED (1) 18' x 9' PARKING ST PA T S SPACE TO BE PAVED W/ LOT: 13 6" EER LICEN S PERVIOUS ASPHALT (SEE DETAIL) 2% MIN PITCH SUBLOT: -- GIN ST DRAWN BY: AB / KW SE PROPOSED CONC. 18" D P 087679 EN CHECKED: KS ROF L CURB (SEE DETAIL) ESSIONA W PROJECT: JAMAL-2051 E MAIN STREET ST UE NOVEMBER 18, 2025 EXPIRATION DATE: 03-31-27 DATE: W ST ST PATRICK M. BELL, PE ST ST ST UE 4" JOB #: 250103 LICENSE #087679 ST TOP COURSE ST ST ST ST W SE AR ST ST SUBBASE 8" C N N R A S ST UE ST 3/4" CRUSHED STONE G H ST ST IO L ST ST ST UNDISTURBED EARTH FO . A ST W ST ST R ND ST N E NOTE: EL R N N N ST PROVIDE 1/2" EXPANSION JOINT IN CONC CURB EVERY TEN FEET. O SE W ST S N ST CONSTRUCT CURB WITH CLASS A CONCRETE (4,000 PSI) & NAL N N N C N L N ST CONCRETE CURB ST (914) 736-3664 1'-6" 39 Arlo Lane AMENDED PARKING PLAN ONE-INCH BLUSTONE CAP STONE Cortlandt Manor, New York 10567 SCALE: 1" = 20' 1'-4" MORTAR PROPOSED PARKING SPACE 2" THICK POROUS ASPHALT WITH 8% - 10% PARKING PLAN SURFACE OPENING TO COMPLY WITH NEW YORK STATE STORMWATER MANAGEMENT 2'-0" DESIGN MANUAL CHAPTER 5, SECTION 3. ZONING DATA CHART - HC ( HIGHWAY COMMERCIAL) 6" THICK FILTER LAYER OF AASHTO #2 STONE DRY STACKED STONE PIER AMENDED SITE FINISH GRADE MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MINIMUM 2" THICK LAYER OF PEA GRAVEL AASHTO #57 CLASS I GEOTEXTILE NON WOVEN 4" 4" DEVELOPMENT PLAN LOT DESCRIPTION LOT AREA (SF) LOT WIDTH (FT) HEIGHT FRONT YARD (FT) SIDE YARD (FT) REAR YARD (FT) BUILDING COVERAGE LANDSCAPE COVERAGE (%) FILTER FABRIC AT BOTTOM FOR UNDERLYING SOIL REQUIRED 20,000 100 1 2 2 STORIES / 35 FT 30 30 30 20% 30% 24x6" CONCRETE PAD 2051 E. MAIN STREET 6" REQUIRED PROPOSED POROUS PAVEMENT MAINTENANCE PLAN: EXISTING 42,117 182 1 STORY 148.3 30.2 31.3 6.1% 50.3% TO PREVENT CLOGGING AND MAINTAIN FUNCTION: REGULAR SWEEPING / VACUUMING TO REMOVE DEBRIS, POWER WASHING TO CLEAR PORES, CAREFUL SNOW REMOVAL (AVOIDING LOCATION: UNDISTURBED SOIL SAND / CHEMICALS), AND YEARLY INSPECTIONS FOR ISSUES LIKE PONDING ARE REQUIRED. 2'-0" PROPOSED NO CHANGE 48.3% 2051 E. MAIN STREET POROUS ASPHALT DETAIL TOWN OF CORTLANDT, NY WALL TO BE ± 40' LONG DECORATIVE STONE WALL DETAIL SHEET 1 OF 1 SP-1.1 Page 98 December 23, 2025 Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, New York 10567 Re: BEB Capital LLC (Skyview) (PB 2025-8) RRUSP Application and Petition for Zoning Text Amendment Dear Chairman Kessler and Members of the Planning Board: On behalf of BEB Capital LLC, we write in response to the May 27, 2025 LaBella Associates, the June 2, 2025 Town Planning Department, and the June 13, 2025 LaBella Associates (Traffic Consultant) memoranda. Written responses to each of the comments are provided below. Also enclosed are: • Responses to the August 7, 2025 memorandum from Chief Thomas Eade of the LMFD. • Updated Traffic Impact Study; • Steep Slope Analysis Narrative; and • Site Plan and Architectural Drawing Set. LaBella Memo, May 27, 2025 Administrative 1. Comment: ALL plans subsequently submitted to the Town for review must be designed for construction and be complete for review by all regulatory agencies having jurisdiction (e.g. WCDOH, NYSDEC, NYSDOT, etc.). Response: Comment noted. 2. Comment: ALL approvals must be received by regulatory agencies having jurisdiction prior to commencement of ANY construction activities. Response: Comment noted. Page 99 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 2 3. Comment: The water main and sanitary sewer extensions MUST be designed in accordance with Town of Cortlandt Standards, the New York State Sanitary Code and the Recommended Standards for Wastewater Facilities and Water Works (10 States), latest edition. Response: Comment noted. 4. Comment: A written request addressed to the Town Supervisor and Town Board must be submitted by the applicant regarding the water main and sanitary sewer extensions. a. This request must identify all utilities and infrastructure proposed for dedication to the Town. b. The applicant must prepare and submit a Map, Plan and Report (MPR) to the Town for the sanitary and water facilities. Response: The Applicant will file with the Town Board Petitions for water main and sewer main extensions, as necessary for the Project. The Applicant is currently pursuing a petition to amend the Zoning Ordinance and RRUSP application. 5. Comment: Please provide a letter from the Town’s Water Division indicating that the water system has the capacity to provide finished water storage to the project after all other committed flows. Response: The Applicant is coordinating with the Water Division to conduct hydrant flow testing to obtain confirmation that the system has capacity. 6. Comment: Applicant to remit payment for water and sewer extension fees. Fees will be agreed upon prior to submission based upon the following: a. Water main extension fee is $4,000 plus $2 per gallon of estimated consumption for commercial entities. b. Water main extension fee is $4,000 plus $350 per lot for residential building lots. c. Sewer main extension fee is $5,000 plus $2 per gallon of estimated consumption. Response: The Applicant will pay the applicable fees following Project approval and as directed in the approval Resolutions. Page 100 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 3 7. Comment: ALL public utilities shall be located entirely within a dedicated right-of-way or a utility easement, minimum 20 feet in width with utilities centered and no closer than 5 feet to the edge of the easement. Response: Minimum 20-foot-wide easements with utilities centered and no closer than 5 feet to the edge of the easement will be added to the plans as the review process continues. 8. Comment: NO work shall be permitted in the NYSDOT or Town of Cortlandt right-of-way without road opening and utility work permits. Response: Comment noted. 9. Comment: Main access drives to be constructed utilizing Town standards if dedication is intended. Response: The Applicant does not intend to dedicate the main access drives to the Town. 10. Comment: Please provide a traffic impact study and left turn analysis along US Route 6 for the development. Response: A Traffic Impact Study (TIS) prepared by DTS Provident Design Engineering was submitted in the May 21, 2025 submission to the Planning Board. An update of the TIS, revised December 23, 2025, is enclosed with this submission. 11. Comment: A comprehensive storm water pollution prevention plan (SWPPP) must be prepared for the entire site. The 100-year storm event along with a water quality plan (pre- treatment) must be designed for. Response: The Applicant is in the process of preparing a SWPPP for the project for review by the Town. 12. Comment: Please include all the provisions set forth is Section 259.6.h of the Town of Cortlandt Steep Slope Ordinance. 259.6 H. Response: A Steep Slope Analysis Narrative with a discussion regarding the provisions set forth in Section 259.6.H is enclosed. A Steep Slope Analysis Plan is also included in the enclosed site plan drawing set (see C-800). Page 101 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 4 13. Comment: Provide a steep slope application consistent with the findings set forth in 259.2, including demonstration that each of the standards for approval set forth in Subsections A through G of 259.6 has been fully and completely met. Response: A Steep Slope Permit application was filed as part of the submission made through OpenGov. The Steep Slope Analysis Narrative discusses Subsections A through G of 259.6. A Steep Slope Analysis Narrative with a discussion regarding the provisions set forth in Subsections A through G of 259.6 is enclosed. A Steep Slope Analysis Plan is also included in the enclosed site plan drawing set (see C-800). 14. Comment: Provide a removals plan to understand the extent of residences, accessory structures, and on-site utilities to be removed. Response: A Site Removal Plan is included in the enclosed site plan drawing set (see sheets C- 12 and C-13). 15. Comment: Please identify numbers and units to be ADA accessible. Response: All floor plans are currently designed to be accessible. The locations will be determined based on the final site layout. 16. Comment: Provide a tree assessment and tree plan of all trees 4-inch or larger in caliper. Indicate which trees are to be removed. Response: The Town’s consulting arborist, Bartlett Tree Experts, conducted a tree inventory of trees 4-inches and larger on the site. The arborist noted that there are no tree species that are listed in the Town Code as one of the protected categories and that no individual trees on the site would be categorized as specimen trees under the Town Code. Trees to be removed are shown on the Tree Removal & Preservation Plan included in the enclosed site plan drawing set (see sheets C-601 and C-602). 17. Comment: Provide a staging plan in accordance with Section 307-94.2(E)(11) indicating the approximate staging of building construction and related improvements within the RRUSP, including the general order of construction and the estimated timing of each stage. The staging plan shall be designed to assure that future residents of the first sections of the development shall have adequate services, including all utilities, streets, recreational facilities and landscaping, to suit their needs, even if future stages do not materialize. Page 102 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 5 Response: The Applicant will prepare a staging plan for Town review. 18. Comment: Provide a Shadow plan in accordance with 307-94.2(E)(8). Response: Shadow Plans illustrating the extent of shadows from the proposed townhomes on December 21 at 9 AM, 12 PM, and 3 PM are included in the enclosed site plan drawings (see A05 through A07). Environmental Assessment Form, dated April 4, 2025 1. Comment: Explain the discrepancy between water usage in Section 5.2.c (20,680 gpd) and wastewater generation in Section 5.2d (22,750 gpd). Response: Based on the updated unit mix (17 two-bedroom units and 52 three-bedroom units), the wastewater demand will be approximately 20,900 gallons per day (GPD) per NYSDEC hydraulic loading rates. The water usage would be similar to the wastewater generation of approximately 20,900 GPD. 2. Comment: Provide an IPAC overview of any listed species, critical habitat, migratory birds or other natural resources may be impacted by your project. Response: An IPaC resource list was reviewed for the project site and is attached to this letter. The Indiana Bat, Northern Long-eared Bat, Tricolored Bat, Bog Turtle, and Monarch Butterfly were identified as species potentially affected. However, the IPaC notes that there are no identified critical habitats at this location. The data also notes that no Bald or Golden Eagles (protected) have been observed in this area. Plans 1. Comment: Sheet SP-1 – Provide tax parcel ID number(s) on location map. Response: The Cover Sheet in the enclosed site plan drawing set includes a list of the Tax Parcel IDs keyed to the location map. (Note: the Cover Sheet has been updated from drawing SP-1 to C-1) 2. Comment: Sheet SP-3 – Provide a breakdown of disturbance within each slope area. Response: The breakdown of slopes within the limit of disturbance are shown on the Slope Analysis Plan (see C-800) and on the enclosed Slope Analysis Narrative. Page 103 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 6 3. Comment: Sheet A20 – Individual breakdown of each building, including proposed FFE and grading, will be required due to the extensive topography on-site. Response: The Grading and Drainage Plan (see C-201 and C-202) in the enclosed site plan drawing set includes the elevations of the lower level (LL) and/or middle level (ML) depending on whether the unit includes a walk-out basement. 4. Comment: SP100 – Provide a bulk and parking table. Response: A bulk table is provided on the Overall Site Plan (see C-10) in the enclosed site plan drawings. The table includes parking and indicates that 138 parking spaces are required and 174 are provided, including additional spaces for visitors. 5. Comment: SP100 – Parking areas on the southern portion of the development are situated in a manner where headlight glare is directed toward the existing residences to the south. Consider relocating parking and incorporating driveways for the western most, downhill units on the southern portion of the property. Shifting eastern most parking on the southern lot (opposite residence located at Map 24.11 Block 1 Lot 4) to the east will avoid headlight glare in the units. Response: The parking lots facing the adjacent properties to the south have been reconfigured and relocated, as shown on the Site Plan (see C-102). As shown on the Conceptual Landscape Plan (see L-102) the relocated parking areas would be further screened by proposed evergreen trees. 6. Comment: SP100 – 4 units on the northern portion of the property are within the 75-foot front yard setback requiring variances. Response: The Applicant is seeking a Planning Board waiver pursuant to Code § 307- 94.2(C)(1) since the proposed setback would match the setback of the existing structures on the property. In the Applicant’s opinion, relocating the units further to the south and east out of the setback would be impracticable as it would result in additional grading, tree removal, and steep slope disturbances. The Applicant notes that despite the site containing an existing and proposed residential use, the 75-foot required front yard is a result of that portion of the site being located within the Designed Commercial (CD) District, a commercial district that permits retail shopping centers that typically have large parking lots. Page 104 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 7 7. Comment: SP100 – Please turn off structures and utilities intended to be removed. Response: The structures and utilities within the project boundary have been turned off on the updated Overall Site Plan (now sheet C-10) in the enclosed site plan drawing set. 8. Comment: SP100 – Retaining walls are located within the front, rear, and side yard setbacks on both northern and southern portion of the site requiring zoning variances. Response: Retaining walls located within the required setbacks have been designed to comply with Section 307-18D of the Zoning Code, which allows walls in a residential district in the front or side yard provided they do not exceed six feet in height. In a commercial district the height a wall shall not exceed six feet in height in any front or side yard, unless otherwise approved by the Planning Board on a site development plan. It is our intention for all individual walls within the setbacks to be 6-ft high or less. 9. Comment: SP100 – Planning Board should consider recommending Applicant to extend sidewalk from Regina Avenue entrance to US Route 6, if feasible. Response: The Applicant has added a sidewalk to Regina Avenue from the site. A sidewalk along Regina Avenue to U.S. Route 6 would need easements across properties not owned by the Applicant. Additionally, Regina Avenue is already narrow and homes along Regina have a small front yard setback and/or existing retaining walls against the public right of way. 10. Comment: SP100 – Delineate ADA routes within parking areas. Response: For those units without a driveway, accessible parking spaces per code required quantities are located within the adjacent lot and have an accessible walkway from the parking lot to the adjacent units. 11. Comment: SP100 – Is it the intent to remove the residence Map 24.07, Block 2, Lot 2 as part of the project? What is the purpose of the dashed lines on the lot which resemble a driveway? Response: The residence on parcel 24.07-2-2 will be removed. The driveway from the proposed project to Regina Avenue has been relocated to this parcel as part of the updated site plan. Page 105 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 8 12. Comment: SP101 – Drainage along the top of the retaining walls will be required to be managed. Response: Comment noted. 13. Comment: SP101 – 800 linear feet of retaining walls, maximum height of 46-ft, are required to accommodate the 28 units on the eastern side of the northern portion of the site. As grading is preliminary in nature, additional retaining walls will be necessary to tie into existing topography. Response: The site plan and Grading and Drainage Plan (see C-201) shows the additional retaining walls that would be required. The retaining walls located within the required setbacks have been designed to comply with Section 307-18D of the Zoning Code. 14. Comment: SP101 - Although the Town recognizes that disturbance or alteration of steep slope areas may be necessary in some cases, the Planning Board should consider requesting an alternative layout on the northern portion of the site which better preserves the steep slope areas more than 30%, decreases on-site impervious area, and limits the height of the proposed retaining walls. An alternative layout which explores shifting the eastern dwellings and main access drive on the northern portion of the site 25-ft west and incorporates driveways in the front of the downhill units, eliminating the rear access drive, could prove to better preserve and protect the visual and environmental character of the land. Response: Based on discussions with the Planning Board and its staff and consultants, the enclosed site plan drawing set includes a revised layout to shift units further from eastern property boundary, decrease the limits of the grading, and eliminate the rear access drives and parking areas. 15. Comment: SP102 – There is a trail which connects the northern portion of the development to the southern portion of the development. Is this trail to be ADA accessible, and will it be lit for use in the evening. Response: The trail has been removed in response to the Planning Board’s comments. 16. Comment: SP102 – Drainage along the top of the retaining walls will be required to be managed. Page 106 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 9 Response: Comment noted. 17. Comment: SP102 – Contemplated sanitary line along rear of eastern most units will require a minimum of 20-ft unoccupied easement for dedication to the Town. However, due to current configuration and potential trench depths more than 20-ft, a wider easement may be required as the design evolves. Response: As shown on sheet C-302 (previously SP102) the sanitary line for these units has been located within the roadway. 18. Comment: SP102 – 480 linear feet of retaining walls, maximum height of 18-ft, are required to accommodate the first 20 units on the southern portion of the site. As grading is preliminary in nature, additional retaining walls will be necessary to tie into existing topography. Response: The site plan and Grading and Drainage Plan (see C-202) shows the additional retaining walls that would be required. The retaining walls located within the required setbacks have been designed to comply with Section 307-18D of the Zoning Code. 19. Comment: SP102 – Please provide sections through each of the first four buildings to understand the extent of cut and height of retaining walls relative to the roof the building. Response: See sheet C202 (previously SP102) for section line through unit 7 which is representative of the units on the north side of this road. See sheet L105 for the site section. 20. Comment: SP102 – As the Applicant is also the Owner of the 3.91-acre parcel north of the proposed residence Map 24.07, Block 2, Lot 14, Planning Board should consider requesting the Applicant to grade onto the adjoining property in an effort to avoid the extensive height and length of retaining walls north of the residences. It would also provide an opportunity for wider and accessible utility easement to the rear of property, as well as provide a more natural. It is recommended the Planning Board consider an alternative plan considering this layout. Response: The proposed layout has been revised to move the utilities to the front of the proposed dwelling units. Although retaining walls will still be required, the overall Page 107 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 10 height of the walls has been reduced so that landscaping between tiers will provide additional opportunities for screening. Town of Cortlandt Planning Dept. Memo- June 2, 2025 1. Comment: The property will be served by municipal sewer and water. Vehicular access to the property will be via a new connection to Regina Avenue (which connects to US Route 6 via an existing curb), and to Lexington Avenue via improvement to an existing vehicular access, creating a new 4-way intersection with Lawrence Road in the Town of Yorktown. Currently there is a 7:00am – 7:00pm left turn prohibition from Regina Avenue onto Route 6. The applicant submitted a Traffic Impact Study prepared by DTS Provident dated February 19, 2025. The Town will retain a traffic consultant, paid for by the applicant, to review the traffic impact study and make recommendations to the Planning Board. The subject survey shows a 50’ wide public unimproved right-of-way parcel known as Hillside Avenue. The applicant shall confirm for the Planning Board that no connection or improvement to that parcel is proposed by this application. Response: The Applicant confirms that no connection or improvement to the right-of-way parcel known as Hillside Avenue is proposed. 2. Comment: The subject drawing shows an internal sidewalk network with a connection to an existing sidewalk on U.S. Route 6. The subject drawing does not show any sidewalks proposed along Regina Avenue. The applicant shall consider providing a sidewalk connection along Regina Avenue to Route 6. Response: A sidewalk along Regina Avenue to U.S. Route 6 would need easements across properties not owned by the Applicant. Additionally, Regina Avenue is already narrow and homes along the east side of Regina Avenue have a small front yard setback and/or existing retaining walls against the public right of way. The west side of Regina Avenue is also constrained by limited width, steep topography, and existing utilities adjacent to the roadway that would prevent installation of a sidewalk. 3. Comment: A tree removal permit will be required as per Chapter 283 of the Town Code. A tree inventory shall be submitted showing the location, size, species and health of the trees Page 108 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 11 and showing trees to be preserved and trees to be removed. The inventory shall be completed by a town-approved arborist. Response: Comment noted. The Tree Inventory was completed by Bartlett Tree Experts. 4. Comment: A full landscape plan is required showing the number, size, species of all proposed plantings, including proposed landscaping/fencing/buffering for the proposed stormwater pond area. The proposed stormwater areas should be designed to look like naturally occurring ponds/wet areas versus engineered basins, and should include appropriate plant materials. The landscape plan shall be referred to the Conservation Advisory Council for their review and comment. Response: A Conceptual Landscape Plan is provided in the enclosed site plan drawing set (see L-101 and L-102). 5. Comment: A complete set of elevation drawings, with the proposed colors and materials, shall be submitted for referral to the Town’s Architectural Advisory Council (AAC) for their review and comment. Response: Elevations and proposed materials are shown on sheet A21 in the enclosed site plan drawing set. 6. Comment: The applicant shall clarify for the Planning Board how they intend to meet the affordability requirements for the 12 proposed affordable units. The applicant shall submit a plan/narrative to explain what process the applicant will follow to market the units, income qualify potential owners/tenants, ensure ongoing compliance, etc. In addition, the applicant shall provide to the Planning Board a relocation plan for the existing tenants on the property. Response: All additional units over the 58 existing residential units will meet the Westchester County definition of affordable housing as required by Section 307-94.2.B.(3) of the Zoning Code. The Applicant is in the process of determining how the affordable units will be affirmatively marketed and managed in accordance with applicable requirements. The Applicant is also in the process of preparing a relocation plan for existing tenants. Page 109 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 12 7. Comment: A full Stormwater Pollution Prevention Plan (SWPPP) is required to be submitted for the subject property. Response: Comment noted. The Applicant is in the process of preparing a SWPPP for the project. 8. Comment: Section 265-11 (Subdivision) of the Town Code requires the reservation of land suitable for playgrounds or other recreational facilities or the deposit of moneys, currently $6,000/unit, into a recreation fund in-lieu of such reservation of land. The applicant shall provide information to the Planning Board on how they intend to meet these requirements. The subject drawing shows two playground areas for the site. Additional details shall be provided for this play area. Response: Comment noted. The Applicant is still working on details for any play areas subject to the final layout of the site plan. 9. Comment: As per section 307-22 of the Zoning Code parking areas with parking for 30 or more cars require landscaped areas comprised of a minimum of 5% of the total area within the perimeter of the parking area. The subject drawing shall be revised to show the required landscaping. The applicant shall also show the required number of handicapped parking spaces. Response: As shown on the updated site plan, there are no parking lots with 30 or more spaces. 10. Comment: A full lighting plan, including photometrics and fixture specifications, is required as per §307-12.3 Outdoor Lighting Standards. Every effort should be made to provide low, evenly-distributed lighting throughout the parking and pedestrian areas of the site. Response: A Site Lighting Plan with photometrics (see LP-101 and LP-102) and Site Lighting Details (see LP-103) are included in the enclosed site plan drawing set. 11. Comment: The subject site plan will require a Steep Slope permit as per Chapter 259 of the Town Code. A slope analysis plan has been submitted. The plan shall be modified to show areas of slope from 0-15%, 15-30% and over 30% and the amount of each area shall be quantified both in square footage and in acres. The applicant shall submit the analysis of the Standards for approval, Section 259-6 for the Planning Board to Page 110 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 13 consider. Several of the proposed units appear to impact slopes of greater than 30%. The subject site plan shows significant retaining walls in both areas to be developed. Details of the retaining walls, including their height, shall be provided. Response: A Slope Analysis Plan (see C-800) has been provided in the enclosed site plan drawing set. Details of the retaining wall are shown on site detail sheet C-501 and in the site sections (see L-104 and L-105) 12. Comment: The subject drawing shall show the location, size and design of any proposed signage for the subject site. Response: The location of monument signs at the U.S. Route 6 and Lexington Avenue driveways have been shown. The design of the signage, in compliance with Chapter 245 (Signs) of the Town Code, will be submitted for review. 13. Comment: The subject application is classified as an unlisted action pursuant to the New York State Environmental Quality Review Regulations. The applicant submitted Part One of the Full Environmental Assessment Form (see attached) for the Board to use together with all information submitted with this application to evaluate what, if any, significant environmental impacts may result from the proposed project by completing parts two and three thereof, as applicable. The Planning Board declared their intent to be Lead Agent for the subject application on May 6, 2025. Response: Comment noted. 14. Comment: Referrals of this application include the Westchester County Planning Board, the New York State Department of Transportation, the Westchester County Health Department, the New York State Department of Environmental Conservation, the U.S. Fish and Wildlife Service, the Lake Mohegan Fire District, The Town of Yorktown, the Town of Cortlandt Code Administration and Enforcement Division, the Town Conservation Advisory Council and the Town Architectural Review Council. The Planning Board Engineer shall provide a separate review memo. Response: Comment noted. Page 111 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 14 LaBella Traffic Review Memo- June 13, 2025 TIS Review 1. Comment: In general, the DTS TIS follows industry-accepted methodologies to assess the potential traffic impact of the development on the adjacent roadways. Response: Comment noted. 2. Comment: Six study intersections (three existing and three future driveways) were counted and analyzed for operational/level of service impacts. Weekday morning and weekday evening peak-hour volumes were collected as part of the study. Response: Comment noted. 3. Comment: LaBella suggests that the applicant install an automatic traffic recorder (ATR) to collect volume, speed, and classification data along the site frontage on East Main Street and on Lexington Avenue to validate the manual turning movement counts and to confirm the prevailing speed, which can be used to inform a sight distance analysis. Response: Please refer to the updated Traffic Impact Study. 4. Comment: DTS states that the study peak hours are in the morning from 8:00 AM to 9:00 AM and evening from 4:00 PM to 5:00 PM. LaBella concurs with this finding. Response: Comment noted. 5. Comment: DTS applied a 2.0% background traffic growth rate. LaBella suggests that DTS confirm there are no additional planned projects in the study area as it is not explicitly stated in the TIS. Response: Please refer to the updated Traffic Impact Study. 6. Comment: The TIS utilized the Institute of Transportation Engineering (ITE) Trip Generation Manual, 11th Edition, to determine the number of trips generated by the proposed townhomes. Table 2.1 of the TIS presents trip generation for the single- family residential uses that were calculated based on Land Use Code (LUC) 215 “Single Family Attached Housing”. LaBella does not concur with the findings. Page 112 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 15 LaBella suggests that DTS confirm the use of the average trip generation rates for LUC 215 as they yield greater trip generation estimates. a) The TIS states that during the AM peak hour, the residential units with access on Regina Avenue will generate 17 total trips (4 in and 13 out) and those with access on Lexington Avenue will generate 9 total trips (2 in and 7 out). The total AM peak hour trip generation would be 26 trips (6 in and 20 out). b) The TIS states that during the PM peak hour, the residential units with access on Regina Avenue will generate 22 total trips (13 in and 9 out) and those with access on Lexington Avenue will generate 13 total trips (8 in and 5 out). The total PM peak hour trip generation would be 35 trips (21 in and 14 out). Based on a review of average ITE trip rates for LUC 215, the project trip generation would be slightly greater as shown in the table below. The No Build and Build traffic volumes, analyses, LOS tables, and figures should be updated accordingly. Response: Please refer to the updated Traffic Impact Study. 7. Comment: Figures 5 through 8 show the arrival and departure distributions for the development for each parcel separately. The distributions represent possible traffic patterns of future residents. LaBella concurs with the macro-level assumptions. DTS Provident has disclosed that there have been discussions with NYSDOT regarding the need for time-of-day turn restrictions at one of the project driveways since the submission of the TIS. There are existing left-turn restrictions from Regina Avenue from 7:00 AM to 7:00 PM; these turn restrictions may be required at the project driveway on East Main Street as well. Turn restrictions will result in the need to modify the arrival and departure distributions at the project driveway on East Main Street. Additional review may be needed once the TIS is updated. Response: Please refer to the modified arrival and departure distributions in the updated Traffic Impact Study. 8. Comment: Figures 5 and 7 reference the “43 Townhouse Lot” and should be revised accordingly. Response: Figures 5 and 7 have been updated to reference the updated 38 townhouses. Page 113 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 16 9. Comment: Page 18 of the TIS states that “the analysis contained herein is conservative since it does not take any credit for the existing development on site”. LaBella concurs that conducting a conservative analysis is appropriate but has identified instances where the analysis is inconsistent with this statement. For consistency, clarity, and accuracy, LaBella suggests that the analyses, figures, and report text be revised based on the assumption that the traffic volumes generated by the existing residential units on the Project Site are conservatively included in the existing count data at the study intersections on East Main Street with Baker Street/Canal Street, Regina Avenue, and Lexington Avenue. However, the entering/exiting volumes at the Project driveways are assumed zero for analysis conditions since the existing residential units will all be removed as part of the project. Response: Please refer to the updated Traffic Impact Study. 10. Comment: Section 3.6 “Location No. 6 – Lexington Avenue & Site Driveway” describes the intersection as a three-legged unsignalized intersection. The Site Plan illustrates that the Project driveway will be located across from Lawrence Road, an existing street. LaBella suggests that the analyses, figures, LOS tables, and report text be revised such that this intersection is analyzed as a four-legged intersection under Existing, No Build, and Build conditions. Response: Location No. 6 has been revised to reference and analyze Lexington Avenue & Site Driveway/Lawrence Road as a four-legged, unsignalized intersection. 11. Comment: Section 2.1 “Description of Existing Roadway Network”, Section 3.2 “Location No. 2 – East Main Street & Regina Avenue” and Section 3.4 “Location No. 4 – East Main Street & Site Driveway do not include mention of existing eastbound queues on East Main Street. LaBella conducted a site visit and a qualitative review of the conditions at the study intersections on East Main Street and noted that eastbound queues extend at least 1,500 feet towards Regina Avenue. LaBella suggests that DTS present/analyze queue lengths on East Main Street to determine if queues impact the ability for drivers to enter/exit the Project driveway and/or Regina Avenue. Response: Please refer to the updated Traffic Impact Study. 12. Comment: Section 2.1 “Description of Existing Roadway Network”, Section 3.2 “Location No. 2 – East Main Street & Regina Avenue” and Section 3.4 “Location No. 4 – East Main Page 114 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 17 Street & Site Driveway do not include mention of existing time-of-day turn- restrictions. DTS Provident has noted that there have been discussions with NYSDOT regarding the need for time-of-day turn restrictions at the project driveway on East Main Street (US Route 6) that were not analyzed in the TIS dated February 19, 2025. Turn restrictions during peak hours will result in the need to modify the TIS. Response: Please refer to the updated Traffic Impact Study. 13. Comment: DTS provided an overview of crashes over a seven-year period. The period start date and end date should be specified. In general, DTS should provide crash summary tables for intersections and segments. The tables should present the total number of crashes per intersection, intersection type, severity, and contributing factors. DTS should also determine if the crash rates for each intersection and/or roadway segment is above the statewide average. LaBella recommends that the applicant describe possible ways to mitigate the crash history at intersections and along segments that exhibit a crash rate higher than the statewide average. Response: Please refer to the updated Traffic Impact Study. 14. Comment: The TIS states that one fatality occurred on East Main Street at Regina Avenue. Site generated traffic will be added to this roadway segment based on the trip distribution and assignment presented in the TIS. LaBella concurs with the statement in the TIS that the proposed Project is not anticipated to increase accident rates in the study area. LaBella also concurs that the upgraded access (understood as the consolidation of three existing driveways to one) along East Main Street will enhance the vehicle/pedestrian safety in the immediate vicinity of the proposed Project. Response: Comment noted. 15. Comment: A detailed parking analysis was not provided in the TIS. Based on a review of the Town of Cortlandt zoning code, Section 300-83: Off-street parking requirements, single-family dwellings and townhouses require two parking spaces per dwelling unit, which would result in the need for 140 parking spaces (2 each for 70 dwelling units). Based on a count of parking spaces and driveways in the Site Pan, a total of 129 parking spaces would be provided as part of the proposed Project (69 spaces on the Page 115 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 18 parcel with access to East Main Street (US Route 6) and Regina Avenue, and 60 spaces on the parcel with access to Lexington Avenue. The ADA-accessible parking spaces appears to the provided only on the parcel with access to Lexington Avenue. LaBella suggests that the applicant confirm the number of spaces required for the proposed Project, if the parking spaces must be provided on each parcel based on the number of dwelling units, and if ADA accessible parking spaces are required on each parcel. Response: In accordance with Section 307-29 of the Zoning Code, single-family dwellings require 2 parking spaces per dwelling unit. The proposed 69 dwelling units would require a minimum of 138 parking spaces. The applicant proposes a total of 174 parking spaces, which includes 36 additional surface parking spaces available for visitor parking (0.5 spaces per unit). There is no required ratio for visitor parking spaces per the Zoning Code. Accessible parking spaces are shown on the site plan (see C-101 and C-102 for both the East Main Street (Route 6) and Lexington Avenue portions of the site. North South Total Parking Parking Parking Units Spaces Units Spaces Units Spaces Required Parking (2 sp/unit) 38 76 31 62 69 138 Provided Parking Garage Spaces -- 20 -- 15 -- 35 Driveway Spaces -- 24 -- 31 -- 55 Surface Parking Spaces -- 52 -- 32 -- 84 Total Provided 96 78 174 Surface Parking Visitor Spaces* 20 16 36 *There is no required ratio for Visitor Parking Spaces for Single Family Use in the Zoning Code. 0.5 spaces per unit are provided. Site Development Plan Review 1. Comment: Section 2.1 “Description of Existing Roadway Network” and Section 3.6 “Location No. 6 – Lexington Avenue & Site Driveway” do not include mention of the topography on Lexington Avenue. LaBella conducted a site visit and a qualitative review of the conditions at the intersection of Lexington Avenue and the Project driveway and noted that there are no shoulders, overgrown vegetation, and that Page 116 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 19 Lexington Avenue is on a hill with a crest approximately 275 feet to the north of the intersection. LaBella recommends a sight distance analysis to confirm if there are concerns about sight distance for drivers exiting the proposed development, and to provide recommendations if needed. The required sight lines should consider the proposed grade of the Project driveway at its approach to Lexington Avenue. The analysis should include photos documenting the sight lines and any obstructions that require mitigation. Response: The Applicant is reviewing the sight distances and will submit the analysis for review. 2. Comment: Section 2.1 “Description of Existing Roadway Network” and Section 3.2 “Location No. 2 – East Main Street & Regina Avenue” do not include mention of the topography/grade on East Main Street. LaBella conducted a site visit and a qualitative review and noted that site distance at Regina Avenue is limited. LaBella recommends a sight distance analysis to confirm if there are concerns about sight distance for drivers exiting the proposed development, and to provide recommendations if needed. The required sight lines should consider the grade of Regina Avenue at its approach to East Main Street. The analysis should include photos documenting the sight lines and any obstructions that require mitigation. Response: The Applicant is reviewing the sight distances and will submit the analysis for review. 3. Comment: What is the design vehicle for the internal roadways? Does it satisfy the dimensions of the local fire department’s vehicles? Response: The internal roadways have been designed to have a minimum width of 24 feet. Road Profiles (see C-203 and C-204) have been added to the enclosed site plan drawing set and show that roadway grades will not exceed 10%, as requested by the Mohegan Fire Department. The design vehicle is an E-ONE HP 100 Aerial truck. 4. Comment: An AutoTurn analysis based on the design vehicle should be provided for the hammerhead turn-around areas. Response: Fire Access & Maneuvering plans (see C-701 and C-702) are also provided in the plan set. The revised site plan includes cul-de-sac turnarounds rather than hammerheads. Page 117 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 20 5. Comment: What are the slopes and widths of the sidewalks and the pedestrian path between the two parcels? Are they ADA accessible? Response: The pedestrian path between the two portions of the development has been removed based on comments received from the Planning Board that it was not necessary. Walkways are either 4 ft or 5 ft wide and are noted on sheet C-101. There are no walkways in the south development area. Walkways within parking lots are less than 5% per the parking lot grading. Walkways adjacent to roadways will parallel the roadway grade. 6. Comment: ADA-accessible sidewalks should be provided to all parking areas. There do not appear to be sidewalks to the parking area on the parcel with access to East Main Street and Regina Avenue. Crosswalks with curb ramps should be provided to connect ADA-accessible parking spaces to the sidewalks. Response: As shown on sheet C-101, parking spaces for units without driveways are located adjacent to these units and have accessible walkways and crosswalks from the lots to the adjacent units. There is not a walkway system that crosses resident driveways. Therefore, the remote parking areas are not connected to a walkway system. We look forward to continuing the review of this application with the Planning Board. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: BEB Capital, Zarin & Steinmetz, GBDS Page 118 December 23, 2025 BEB Capital LLC (Skyview) (PB 2025-8) Town of Cortlandt, New York Steep Slope Analysis Narrative The proposed limit of disturbance associated with construction of the Skyview development is approximately 446,810 square feet (10.3 acres). Within this limit of disturbance, approximately 268,469 square feet (6.2 acres) of steep slopes (defined as slopes with a gradient of 15 percent or greater) would be disturbed, including 4.5 acres with slopes ranging from 15 to 30 percent and 1.7 acres with slopes greater than 30 percent. The limit of disturbance also includes approximately 4.1 acres of areas not categorized as steep slopes (i.e., slopes with gradients below 15 percent). All steep slope disturbances would be conducted in accordance with Section 259 (Steep Slope Law) of the Town Code. A Slope Analysis Plan is included in the accompanying full-size drawing set (see Drawing C-800). Slopes within Limit of Slope Categories Slopes within Total Site Disturbance (approximate) SF AC SF AC 0 - 15% 208,953 4.8 178,341 4.1 15% - 30% 311,320 7.1 194,250 4.5 > 30% 156,948 3.6 74,219 1.7 Total 677,221 15.5 446,810 10.3 Section 259-6 of the Town Code includes the standards that the approving authority shall consider for a Steep Slope Permit. The following narrative evaluates those standards in terms of the Skyview Project. A. Disturbance or alterations of trees and forests and topographical disturbances or alterations on steep slopes shall be in conformance with all provisions of this steep slopes ordinance as well as with all other applicable ordinances and regulations of the Town of Cortlandt, including, by way of example only, the requirements of Chapter 175 regarding flood damage control, Chapter 283 regarding trees, and Chapter 301 regarding diversion of watercourses. The Project has been designed to comply with other applicable ordinances and regulations of the Town of Cortlandt. The Project Site is not located within a floodplain, however, an Erosion & Sediment Control Plan (see C-401 through -403) shall be prepared as part of the contract documents and will require that the erosion and sedimentation controls set forth thereon be implemented before the start of construction and further such controls will be monitored and maintained during construction. A Tree Removal and Preservation Plan (see C-601 and C-602) has also been prepared. B. Activities within wetlands shall be in conformance with Chapter 179, Freshwater Wetlands, Water Bodies and Watercourses, and, whether within or outside of wetlands, will not adversely affect any wetlands, water bodies, or watercourses. There are no wetlands located on the project site. C. The proposed activity will not result in creep, sudden slope failure, or additional erosion. Page 119 BEB Capital LLC (Skyview) (PB 2025-8) Page 2 Steep Slope Analysis Narrative An Erosion & Sediment Control Plan (see C-401 through -403) has been prepared and will be included as part of the contract documents and will require that the erosion and has been prepared and will be incorporated as part of the contract documents and will require that the erosion and sedimentation controls set forth thereon be implemented before the start of construction and further such controls will be monitored and maintained during construction. Stabilization of the site shall also comply with the conditions or requirements of the Town, County and State. D. The proposed activity will not adversely affect existing or proposed wells or sewage disposal systems. Temporary and permanent soil stabilization measures will be implemented to protect the downstream work areas. It is not expected that the proposed activities will result in adverse impacts on any wells or sewage disposal systems near the site. E. The proposed activity will not adversely affect any endangered or threatened species of flora or fauna. No threatened or endangered species of plants or animals have been identified on the project site. An IPaC resource list was reviewed for the project site and is attached to this letter. The Indiana Bat, Northern Long-eared Bat, Tricolored Bat, Bog Turtle, and Monarch Butterfly were identified as species potentially affected. However, the IPaC notes that there are no identified critical habitats at this location. The data also notes that no Bald or Golden Eagles (protected) have been observed in this area. F. The proposed activity is in accordance with the principles and recommendations of the most recent Master Plan of the Town. The Project has been designed in furtherance of several planning and land use objectives identified in the Town’s 2016 Sustainable Comprehensive Plan, Envision Cortlandt, adopted March 15, 2016 (the “Comprehensive Plan”). One of the Town’s key residential land use and housing goals is to “[c]reate a wide range of housing choices throughout the Town that provide for the needs of an increasingly diverse population throughout all life stages.” (Comprehensive Plan, p50). The proposed project would provide additional housing opportunities in the form of multifamily townhouse residential dwellings. The Applicant’s proposed zoning amendment would also provide additional density bonus opportunities that is consistent with Town objectives. The Comprehensive Plan’s policy to address this goal is to “[i]dentify potential locations for additional multi-family and middle-housing opportunities throughout Town.” (Id.). The Comprehensive Plan recognizes that “[w]hile the town continues to be dominated by single-family homes, the demand for multi-generational and more reasonably priced housing options is increasing.” (Id., p46). The Comprehensive Plan notes that “[r]esidential development trends and demographics point toward an increased need for a broad range of housing to serve a varied range of incomes, ages, and family types and meet the needs of residents of all abilities and in all life stages.” (Id.). However, as of the Comprehensive Plan’s adoption, 76% of all of the Town’s housing units were single-family homes. (Id., pp44-46). To address these needs for more diverse housing options, the Comprehensive Plan recommends, Page 120 BEB Capital LLC (Skyview) (PB 2025-8) Page 3 Steep Slope Analysis Narrative among other things, the development of missing “Middle Housing,” which can be defined as “a range of housing types that achieve medium-density yields and provide high-quality, marketable housing options between the scale of single-family homes and mid-rise flats. It is designed to meet the specific needs of shifting demographics and the new market demand, and is a key component to a diverse neighborhood.” (Id., p47). G. The proposed activity constitutes the minimum disturbance necessary to allow the property owner a reasonable use of the property. The proposed limit of disturbance has been designed to limit proposed construction activities to concentrate development within areas that have been previously disturbed and contain existing improvements. Activities impacting steep slopes have been limited to those required to construct the proposed development. Based on discussions with the Town staff and its consultants, the Applicant has updated the proposed site plan to reduce steep slope disturbances. H. Disturbance or alteration of areas with steep slopes shall additionally be in conformance with the following provisions: 1. The planning, design and development of buildings shall provide the maximum in structural safety, slope stability and human enjoyment while adapting the affected site to, and taking advantage of, the best use of the natural terrain and aesthetic character. The Project has been designed to avoid or minimize disturbances to existing steep slopes and the creation of new steep slopes to the greatest extent practicable. The Project development has been located within areas of the Site that have previously been developed or disturbed to the extent practicable. Any cut and fill slopes will be constructed in accordance with the recommendations of a geotechnical engineer and subject to the approval of the Town Engineer. 2. The terracing of building sites, including the mounding of septic tile fields, shall be kept to an absolute minimum. The floor level of the new structure proposed has been designed so that terracing of building sites is not required. The project would connect to an existing public sanitary sewer system. 3. Roads and driveways shall follow the natural topography to the greatest extent possible in order to minimize the potential for erosion and shall be consistent with all other applicable ordinances and regulations of the Town of Cortlandt and current engineering practices. Proposed driveways have been configured to align with existing infrastructure to the greatest extent possible. In order to meet the existing grades at the project driveways and comply with fire access requirements, alterations of the existing topography is necessary. Slopes at intersections with public roadways have been designed to be in compliance with applicable Town and State regulations. Page 121 BEB Capital LLC (Skyview) (PB 2025-8) Page 4 Steep Slope Analysis Narrative 4. Replanting shall consist of indigenous vegetation and shall replicate the original vegetation on the site as much as possible. A landscape plan (see L-101 and L-102) featuring native plantings is included in the accompanying full size site plan drawings. A mix of shade trees, evergreen trees, ornamental trees, slope planting and other ground covers have been proposed. 5. The natural elevations and vegetative cover of ridgelines shall be disturbed only if the crest of a ridge and the tree line at the ridge remain uninterrupted. This may be accomplished either by positioning buildings and areas of disturbance below a ridgeline or by positioning buildings and areas of disturbance at a ridgeline so that the elevation of the roofline of the building is no greater than the elevation of the natural tree line. However, under no circumstances shall more than 100 feet along the ridgeline, to a width of 100 feet generally centered on the ridgeline, be disturbed. There are no ridgelines that would be disturbed by the Project. 6. Any regrading shall blend in with the natural contours and undulations of the land. Areas of regrading have been designed to blend into the existing contours of the site, to maximum extent practicable. 7. Cuts and fills shall be rounded off to eliminate sharp angles at the top, bottom and sides of regraded slopes. Visible construction cuts and permanent scarring should be minimized. Regraded slopes would be rounded at the top, bottom and sides. 8. The angle of cut and fill slopes shall not exceed a slope of one vertical to two horizontal except where retaining walls, structural stabilization or other methods acceptable to the Director of Technical Services are used. The angle of cut and fill slopes will not exceed a slope of one vertical to two horizontal except where retaining walls, structural stabilization or other methods acceptable to the Town Engineer are used. 9. Tops and bottoms of cut and fill slopes shall be set back from structures a distance that will ensure the safety of the structure in the event of the collapse of the cut or fill slopes. Generally, such distance shall be considered to be six feet plus 1/2 the height of the cut or fill. Nevertheless, a structure built on a slope or at the toe of a slope is permitted if it is properly designed to retain the slope and withstand the forces exerted on it by the retained slope. The cut and fill slopes will be constructed in accordance with the recommendations of a geotechnical engineer and subject to the approval of the Town Engineer. 10. Disturbance of rock outcrops shall be by means of explosive only if labor and machines are not effective and only if rock blasting is conducted in accordance with all applicable laws and regulations of the Town of Cortlandt, County of Westchester, and the State of New York. Page 122 BEB Capital LLC (Skyview) (PB 2025-8) Page 5 Steep Slope Analysis Narrative Rock blasting, if necessary, would be conducted in accordance with applicable Town and State regulations. 11. Disturbance of steep slopes shall be undertaken in workable units in which the disturbance can be completed and stabilized in one construction season so that areas are not left bare and exposed during the winter and spring thaw periods (December 15 through April 15). The steep slopes disturbances would be undertaken in workable units and in compliance with the requirements established for the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity. 12. Disturbance of existing vegetative ground cover shall not take place more than 15 days prior to grading and construction. Disturbance of existing vegetation will not take place more than 15 days prior to grading and construction. 13. Temporary soil stabilization, including, if appropriate, temporary stabilization measures such as netting or mulching to secure soil during the grow-in period, must be applied to an area of disturbance within two days of establishing the final grade, and permanent stabilization must be applied within 15 days of establishing the final grade. As required, temporary soil stabilization will be installed. An Erosion & Sediment Control Plan (see C-401 through -403) has been prepared and will be included as part of the contract documents and will require that the erosion and has been prepared and will be incorporated as part of the contract documents and will require that the erosion and sedimentation controls set forth thereon be implemented before the start of construction and further such controls will be monitored and maintained during construction. 14. Soil stabilization must be applied within two days of disturbance if the final grade is not expected to be established within 60 days. As required, soil stabilization will be applied within two days of disturbance if the final grade is not expected to be established within 60 days. 15. Measures for the control of erosion and sedimentation shall be undertaken consistent with the Westchester County Soil and Water Conservation District's Best Management Practices Manual for Erosion and Sediment Control and New York State Guidelines for Urban Erosion and Sediment Control, as amended, or their equivalents satisfactory to the approval authority. An Erosion & Sediment Control Plan (see C-401 through -403) has been prepared and will be included as part of the contract documents and will require that the erosion and sedimentation controls set forth thereon be implemented before the start of construction and further such controls will be monitored and maintained during construction. Stabilization of the site shall also comply with the conditions or requirements of the Town, County and State. The measures for the control of erosion and sedimentation will be undertaken consistent with the Westchester County Soil and Water Conservation District's Page 123 BEB Capital LLC (Skyview) (PB 2025-8) Page 6 Steep Slope Analysis Narrative Best Management Practices Manual for Erosion and Sediment Control and New York State Guidelines for Urban Erosion and Sediment Control, as amended, or their equivalents satisfactory to the approval authority. 16. All proposed disturbance of steep slopes shall be undertaken with consideration of the soils limitations characteristics contained in the Identification Legend, Westchester County Soils Survey, 1989, as prepared by the Westchester County Soil and Water Conservation District, in terms of recognition of limitation of soils on steep slopes for development and application of all mitigating measures and as deemed necessary by the approval authority. In compliance with requirements established for the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity (Permit No. GP-0-25-001) a Stormwater Pollution Prevention Plan will be prepared for the Project and will be implemented. As a result, an Erosion Control Plan will be included as part of the contract documents and will require that the erosion and sedimentation controls set forth thereon be implemented before the start of construction and further such controls will be monitored and maintained during construction. Stabilization of the site shall also comply with the conditions or requirements of the Town, County and State. 17. Topsoil shall be stripped from all areas of disturbance, stockpiled and stabilized in a manner to minimize erosion and sedimentation and replaced elsewhere on the site at the time of final grading. Stockpiling shall not be permitted on slopes of greater than 10%. Topsoil stockpiles will not be located on slopes that are greater than 10%. 18. No organic material or rock with a size that will not allow appropriate compaction or cover by topsoil shall be used as fill material. Fill material shall be no less granular than the soil upon which it is placed and shall drain readily. The utilization of fill material would be conducted in accordance with the recommendations of a geotechnical engineer. 19. Compaction of fill materials in fill areas shall be such to ensure support of proposed structures and stabilization for intended uses. Fill materials used to support structures will be prepared and stabilized in accordance with the recommendations of a qualified geotechnical engineer. I. I. Burden of proof. The presumption in all cases shall be that no disturbance or alteration of any steep slope shall be approved by the approval authority. The applicant shall in all cases have the burden of proof of demonstrating, by clear and convincing evidence, that the proposed activity is fully consistent with each of the findings set forth in § 259-2 and that each of the standards for approval set forth in Subsections A through G above has been fully and completely met. Proposed compliance with the standards of Subsections A through G have been described above. Page 124 BEB Capital LLC (Skyview) (PB 2025-8) Page 7 Steep Slope Analysis Narrative 1. With respect to applications involving proposed disturbance or alteration of any steep slope with a grade of 30% or greater, the applicant shall have the additional burden of demonstrating, again by clear and convincing evidence, that the applicant's circumstances are compelling and exceptional, including, at a minimum, demonstrating by clear and convincing evidence that no reasonable use of the site, lot, or parcel is possible without disturbance to a steep slope area having a grade of 30% or greater. The proposed limit of disturbance has been designed as efficiently as possible to limit proposed construction activities only that which is necessary for the project. The disturbances to slopes in excess of 30% have been limited to 1.7 acres, which represents approximately ten percent of the total site area. Page 125 IPaC U.S. Fish & Wildlife Service IPaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site-specific (e.g., vegetation/species surveys) and project-specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. Location Westchester County, New York Local offices Long Island Ecological Services Field Office  (631) 286-0485  (631) 286-4003 340 Smith Road Shirley, NY 11967-2258 New York Ecological Services Field Office  (607) 753-9334  (607) 753-9699  fw5es_nyfo@fws.gov 3817 Luker Road Cortland, NY 13045-9385 https:/​/​www.fws.gov/​northeast/​NYFO/​ Page 126 Endangered species This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site-specific and project-specific information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an official species list from either the Regulatory Review section in IPaC (see directions below) or from the local field office directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing the following: 1. Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed species1 and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries2). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see FAQ). 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Mammals NAME STATUS Indiana Bat Myotis sodalis Endangered Wherever found There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/5949 Northern Long-eared Bat Myotis septentrionalis Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/9045 Tricolored Bat Perimyotis subflavus Proposed Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/10515 Reptiles NAME STATUS Bog Turtle Glyptemys muhlenbergii Threatened No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/6962 Insects NAME STATUS Monarch Butterfly Danaus plexippus Proposed Threatened Wherever found There is proposed critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/9743 Critical habitats Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves. There are no critical habitats at this location. You are still required to determine if your project(s) may have effects on all above listed species. Page 127 Bald & Golden Eagles Bald and Golden Eagles are protected under the Bald and Golden Eagle Protection Act 2 and the Migratory Bird Treaty Act (MBTA) 1. Any person or organization who plans or conducts activities that may result in impacts to Bald or Golden Eagles, or their nests, should follow appropriate regulations and implement required avoidance and minimization measures, as described in the various links on this page. The data in this location indicates that no eagles have been observed in this area. This does not mean eagles are not present in your project area, especially if the area is difficult to survey. Please review the 'Steps to Take When No Results Are Returned' section of the Supplemental Information on Migratory Birds and Eagles document to determine if your project is in a poorly surveyed area. If it is, you may need to rely on other resources to determine if eagles may be present (e.g. your local FWS field office, state surveys, your own surveys). Additional information can be found using the following links: Eagle Management https://www.fws.gov/program/eagle-management Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-incidental-take-migratory-birds Nationwide avoidance and minimization measures for birds https://www.fws.gov/sites/default/files/documents/nationwide-standard-conservation-measures.pdf Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may-occur- project-action Bald and Golden Eagle information is not available at this time Bald & Golden Eagles FAQs What does IPaC use to generate the potential presence of bald and golden eagles in my specified location? The potential for eagle presence is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are an eagle (Bald and Golden Eagle Protection Act requirements may apply). Proper interpretation and use of your eagle report On the graphs provided, please look carefully at the survey effort (indicated by the black vertical line) and for the existence of the "no data" indicator (a red horizontal line). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort line or no data line (red horizontal) means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list and associated information help you know what to look for to confirm presence and helps guide you in knowing when to implement avoidance and minimization measures to eliminate or reduce potential impacts from your project activities or get the appropriate permits should presence be confirmed. How do I know if eagles are breeding, wintering, or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating, or resident), you may query your location using the RAIL Tool and view the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If an eagle on your IPaC migratory bird species list has a breeding season associated with it (indicated by yellow vertical bars on the phenology graph in your “IPaC PROBABILITY OF PRESENCE SUMMARY” at the top of your results list), there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. Interpreting the Probability of Presence Graphs Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. A taller bar indicates a higher probability of species presence. The survey effort can be used to establish a level of confidence in the presence score. How is the probability of presence score calculated? The calculation is done in three steps: The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season () Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort () Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. No Data () A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. Migratory birds The Migratory Bird Treaty Act (MBTA) 1 prohibits the take (including killing, capturing, selling, trading, and transport) of protected migratory bird species without prior authorization by the Department of Interior U.S. Fish and Wildlife Service (FWS). The incidental take of migratory birds is the injury or death of birds that results from, but is not the purpose, of an activity. The FWS interprets the MBTA to prohibit incidental take. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: Eagle Management https://www.fws.gov/program/eagle-management Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-incidental-take-migratory-birds Nationwide avoidance and minimization measures for birds Page 128 Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may-occur- project-action Migratory bird information is not available at this time Migratory Bird FAQs Tell me more about avoidance and minimization measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Avoidance & Minimization Measures for Birds describes measures that can help avoid and minimize impacts to all birds at any location year-round. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is one of the most effective ways to minimize impacts. To see when birds are most likely to occur and breed in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the list of migratory birds that potentially occur in my specified location? The Migratory Bird Resource List is comprised of Birds of Conservation Concern (BCC) and other species that may warrant special attention in your project location, such as those listed under the Endangered Species Act or the Bald and Golden Eagle Protection Act and those species marked as “Vulnerable”. See the FAQ “What are the levels of concern for migratory birds?” for more information on the levels of concern covered in the IPaC migratory bird species list. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) with which your project intersects. These species have been identified as warranting special attention because they are BCC species in that area, an eagle (Bald and Golden Eagle Protection Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, and to verify survey effort when no results present, please visit the Rapid Avian Information Locator (RAIL) Tool. Why are subspecies showing up on my list? Subspecies profiles are included on the list of species present in your project area because observations in the AKN for the species are being detected. If the species are present, that means that the subspecies may also be present. If a subspecies shows up on your list, you may need to rely on other resources to determine if that subspecies may be present (e.g. your local FWS field office, state surveys, your own surveys). What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets. Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go to the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating, or resident), you may query your location using the RAIL Tool and view the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird on your IPaC migratory bird species list has a breeding season associated with it (indicated by yellow vertical bars on the phenology graph in your “IPaC PROBABILITY OF PRESENCE SUMMARY” at the top of your results list), there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Bald and Golden Eagle Protection Act requirements (for eagles) or (for non-eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially BCC species. For more information on avoidance and minimization measures you can implement to help avoid and minimize migratory bird impacts, please see the FAQ “Tell me more about avoidance and minimization measures I can implement to avoid or minimize impacts to migratory birds”. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Proper interpretation and use of your migratory bird report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please look carefully at the survey effort (indicated by the black vertical line) and for the existence of the "no data" indicator (a red horizontal line). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list does not represent all birds present in your project area. It is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list and associated information help you know what to look for to confirm presence and helps guide implementation of avoidance and minimization measures to eliminate or reduce potential impacts from your project activities, should presence be confirmed. To learn more about avoidance and minimization measures, visit the FAQ "Tell me about avoidance and minimization measures I can implement to avoid or minimize impacts to migratory birds". Interpreting the Probability of Presence Graphs Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. A taller bar indicates a higher probability of species presence. The survey effort can be used to establish a level of confidence in the presence score. How is the probability of presence score calculated? The calculation is done in three steps: The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. Page 129 The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season () Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort () Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. No Data () A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. Facilities National Wildlife Refuge lands Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. There are no refuge lands at this location. Fish hatcheries There are no fish hatcheries at this location. Wetlands in the National Wetlands Inventory (NWI) Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Wetland information is not available at this time This can happen when the National Wetlands Inventory (NWI) map service is unavailable, or for very large projects that intersect many wetland areas. Try again, or visit the NWI map to view wetlands at this location. Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on-the-ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate Federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. Page 130 December 23, 2025 Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, New York 10567 Re: BEB Capital LLC (Skyview) (PB 2025-8) RRUSP Application and Petition for Zoning Text Amendment Dear Chairman Kessler and Members of the Planning Board: On behalf of BEB Capital LLC, we write in response to the August 7, 2025 memorandum from Chief Thomas Eade of the Lake Mohegan Fire District. Written responses to each of the comments are provided below and a Site Plan and Architectural Drawing Set is enclosed. 1. Comment: I would like the plans to show FD access compliance pursuant to FCNYS chapter 5 and appendix D. In addition, due to the proximity of this property, the Lake Mohegan Fire District will be dispatching our aerial truck to fire related alarms and emergencies. Therefore, I am requesting the fire access routes accommodate our aerial apparatus to enable a better response capability. Response: Fire Access & Maneuvering plans (see C-701 and C-702) have been added to the enclosed site plan drawing set. 2. Comment: I am requesting the plans to show the transitions and apparatus maneuvering for the entrances and exits, especially relating to the entrance/exit onto Regina Avenue on the Skyview section and the Lexington Avenue entrance/exit for that respective portion of the development. As illustrated, it appears to be a more vertical curve. What are the transitions? If possible, have the plans show this using the Fire District's aerial apparatus. In addition to the curves, I would also like to see the slope. The current plans do not show this information Page 131 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 2 to ensure compliance with FCNYS. I would like the plans to show the slopes along the FD access road on both sections of this project. As indicated above, the Lake Mohegan FD apparatus that would potentially have this task would be our Quint (Ladder 10). This is a relatively larger apparatus, and I believe we would have a difficult time making some of these turns, and I want to ensure they can set up safely. Response: Road Profiles (see C-203 and C-204) have been added to the enclosed site plan drawing set. The transition at the U.S. Route 6 and Regina Avenue driveways is 2.00% and at the Lexington Avenue driveway is 2.40%. 3. Comment: Lastly, in review of the plan illustrating the rear parking lots of the East Main Street section of the development, the width is not shown between the rear of the units and the diagonal parking areas. I would like the width of this section of road to be wide enough for our apparatus. Response: The site plan has been revised to eliminate the diagonal parking area to the rear of the referenced units. The enclosed site plans show that the minimum width of the internal roadways is 24 feet and parking aisles is 25 feet. 4. Comment: Grade (Emergency Access) Code Requirement: Fire Apparatus Access Roads shall not exceed 10 percent (10%) in grade longitudinally. Response: As shown on the Road Profiles sheets (see C-203 and C-204), the maximum grade for each internal roadway is 10.00%. 5. Comment: I also recommend identifying the Cross Slope of the road section to ensure that the slope does not exceed five percent (5%). In order to accommodate proper angles of approach and departure, the gradient in fire access roads shall not exceed a five percent (5%) change along any ten (10) foot section. Response: The maximum cross slope will not exceed 5%. The cross slope shown on the enclosed site plan drawings is 2%. Page 132 Chairman Steven Kessler and Members of the Planning Board December 23, 2025 Re: BEB Capital LLC (Skyview) (PB 2025-8) Page 3 We look forward to continuing the review of this application with the Planning Board. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: BEB Capital, Zarin & Steinmetz, GBDS Page 133 TRAFFIC IMPACT STUDY Proposed Redevelopment Town of Cortlandt, Westchester County, NY Prepared for EASTVIEW/SOUTHVIEW REALTY LLC & SKYVIEW/WESTVIEW, LLC Prepared by DTS Provident Design Engineering, PLLC 1 North Broadway White Plains, New York May 15, 2025 Revised: December 23, 2025 DTS Provident Project No. 1085 Page 134 TABLE OF CONTENTS SECTION DESCRIPTION PAGE SECTION 1 – EXECUTIVE SUMMARY ................................................................................................................ 1 1.0 PROJECT DESCRIPTION ..........................................................................................................................1 1.1 FINDINGS...................................................................................................................................................1 1.2 RECOMMENDATIONS .............................................................................................................................3 1.3 CONCLUSION............................................................................................................................................4 SECTION 2 – TRAFFIC CONDITIONS AND PROJECTIONS ........................................................................... 5 2.0 STUDY METHODOLOGY ........................................................................................................................5 2.2 EXISTING TRAFFIC VOLUMES ..............................................................................................................7 2.3 2028 NO-BUILD TRAFFIC VOLUMES ....................................................................................................8 2.4 SITE-GENERATED TRAFFIC VOLUMES...............................................................................................9 2.5 ARRIVAL/DEPARTURE DISTRIBUTION ............................................................................................ 10 2.6 2027 BUILD TRAFFIC VOLUMES ......................................................................................................... 10 SECTION 3 – ANALYSIS ........................................................................................................................................ 14 3.0 DESCRIPTION OF ANALYSIS ............................................................................................................... 14 3.2 LOCATION NO. 2 – E MAIN STREET (NYS ROUTE 6) & REGINA AVENUE ................................... 16 3.3 LOCATION NO. 3 – E MAIN STREET (NYS ROUTE 6) & LEXINGTON AVENUE ........................... 17 3.4 LOCATION NO. 4 – E MAIN STREET (NYS ROUTE 6) & SITE DRIVEWAY .................................... 18 3.5 LOCATION NO. 5 – REGINA AVENUE & SITE DRIVEWAY ............................................................. 19 3.6 LOCATION NO. 6 – LEXINGTON AVENUE & SITE DRIVEWAY/LAWRENCE ROAD .................. 20 SECTION 4 – PARKING ANALYSES ................................................................................................................... 21 4.0 PARKING ................................................................................................................................................. 21 SECTION 5 – CONCLUSIONS ............................................................................................................................... 22 5.0 CONCLUSIONS ....................................................................................................................................... 22 APPENDICES APPENDIX A FIGURES APPENDIX B LEVELS OF SERVICE AND QUEUE SUMMARY TABLES APPENDIX C LEVELS OF SERVICE STANDARDS APPENDIX D CAPACITY ANALYSES APPENDIX E ACCIDENT DATA SUMMARY Page 135 Traffic Impact Study Town of Cortlandt, New York SECTION 1 – EXECUTIVE SUMMARY 1.0 PROJECT DESCRIPTION The Applicant proposes to redevelop the parcel located at the following Tax ID SBLs in the Town of Cortlandt, Westchester County, NY (see Figure No. 1 in Appendix A) 24.11- 1-2, 24.7-2-21, 24.7-2-20, 24.7-2-2, 24.7-1-1, 24.7-1-2, 24.7-2-4. The proposed project will consist of 69 townhouses total divided into two lots accessed by their own respective driveways. DTS Provident Design Engineering, LLP (DTS Provident) has been retained to analyze any potential traffic impacts associated with the proposed Project and to identify roadway improvements, if required, to mitigate any adverse impact. The scope of this study was based upon our understanding of the potential traffic impacts and anticipated trip distributions. This Traffic Impact Study uses standard Traffic Engineering methodology and has been prepared to document the findings and conclusions of the analysis undertaken to measure the traffic impacts associated with the proposed Project. For the purposes of this Study, it is anticipated that the proposed Project will be completed and occupied by the Year 2028. 1.1 FINDINGS DTS Provident Design Engineering, LLP Page No. 1 Job No. 1085 Revised December 23, 2025 Page 136 Traffic Impact Study Town of Cortlandt, New York Based on field observations and detailed analyses undertaken in preparation of this Traffic Impact Study, the following findings are presented: • The proposed Project is provided good regional and local vehicular access via US Route 6, US Route 202, Bear Mountain Parkway and Lexington Avenue. • Based upon the Institute of Transportation Engineers’ (ITE) “Trip Generation Manual 12th Edition”, it is anticipated that the full development of the proposed Project will generate approximately 8 entering vehicles and 25 exiting vehicles during the Peak Weekday AM Hour, and 20 entering vehicles and 15 exiting vehicles during the Peak Weekday PM Hour. The analysis contained herein considers the full impact of these new trips to the roadway network and conservatively does not take any credit for trips generated by the existing development on site. • Table No. 1.1 below summarizes the results of the capacity analyses conducted for each intersection included in the Traffic Study. Average delay, expressed in seconds per vehicle, is listed below each Level of Service. DTS Provident Design Engineering, LLP Page No. 2 Job No. 1085 Revised December 23, 2025 Page 137 Traffic Impact Study Town of Cortlandt, New York TABLE NO. 1.1 PEAK WEEKDAY PEAK WEEKDAY AM HOUR PM HOUR No-Build Build No-Build Build LOS LOS LOS LOS INTERSECTION Delay Delay Delay Delay V/C Ratio V/C Ratio V/C Ratio V/C Ratio A A B B E Main Street (NYS Route 6) and Baker 8.0 8.0 13.8 13.9 Street/Canal 0.36 0.36 0.59 0.60 b b b b E Main Street (NYS Route 6) and Regina 10.4 10.4 11.8 11.8 Avenue 0.009 0.011 0.020 0.023 D D D D E Main Street (NYS Route 6) and Lexington 35.3 35.9 39.3 39.8 Avenue 0.85 0.86 0.88 0.89 b b Route 6 and Site Driveway N/A 11.0 N/A 12.4 0.023 0.018 a a Regina Avenue and Site Driveway N/A 8.3 N/A 8.4 0.001 0.001 b b B b Lexington Avenue and Site Driveway/Lawrence 11.8 12.8 12.6 14.7 Road 0.006 0.026 0.037 0.02 NOTE: *Average delay is represented in seconds per vehicle. *Signalized intersections are denoted by capital letters *Unsignalized intersections are denoted by lowercase letters *Unsignalized intersections report the worst side street approach • Based upon the results of the analysis, no significant adverse traffic impacts are anticipated in association with the proposed Project. 1.2 RECOMMENDATIONS Based on the foregoing, no additional roadway improvements are necessary to accommodate the proposed Project other than construction of the new site driveways. DTS Provident Design Engineering, LLP Page No. 3 Job No. 1085 Revised December 23, 2025 Page 138 Traffic Impact Study Town of Cortlandt, New York 1.3 CONCLUSION It is the considered professional opinion of DTS Provident that the traffic generated by the proposed Project will not have a significant adverse traffic impact on the adjacent roadway network. Safe and efficient traffic operations will be maintained in the study area. Furthermore, the analysis contained herein is conservative since it does not take any credit for the existing development on site. Respectfully submitted, DTS PROVIDENT DESIGN ENGINEERING, LLP Carlito Holt, P.E., P.T.O.E. Partner https://divneytungschwalbe.sharepoint.com/sites/DTSP/Shared Documents/Projects/Projects 1000/1085 - Skyview-Westview Cortlandt/Traffic/Reports/1085 - TIS - Skyview Westview Cortlandt - Rev122325 (Clean).docx DTS Provident Design Engineering, LLP Page No. 4 Job No. 1085 Revised December 23, 2025 Page 139 Traffic Impact Study Town of Cortlandt, New York SECTION 2 – TRAFFIC CONDITIONS AND PROJECTIONS 2.0 STUDY METHODOLOGY DTS Provident has been retained by Eastview/Southview Reality LLC & Skyview/Westview, LLC to analyze the traffic impact associated with the redevelopment at the Tax ID SBLs listed in the above Project Description in the Town of Cortlandt, Westchester County, NY (see Figure No. 1 in Appendix A). The proposed Project will consist of a total of 69 townhouses with 38 townhouses to be accessed from the Site Driveways at Route 6 and Regina Avenue and the remaining 31 townhouses to be accessed from the Site Driveway on Lexington Avenue. The existing traffic volumes were collected by representatives of DTS Provident at adjacent roadways of the Site on Tuesday, January 15, 2025. The existing base traffic volumes were projected to the Design Year of 2028 utilizing a 2.0% growth rate compounded per year to which the site-generated traffic from the Project was added, resulting in the 2028 No-Build and 2028 Build Traffic Volumes respectively. Utilizing the 2028 No-Build and Build Traffic Volumes, DTS Provident performed detailed capacity analyses of the key intersections to identify the operational characteristics and to measure the traffic impact of the proposed Project on the adjacent roadway system. Based upon the results of the analysis, comparisons of the 2028 No-Build and Build conditions for the proposed Project were made. If significant impacts were experienced, mitigation was proposed. DTS Provident Design Engineering, LLP Page No. 5 Job No. 1085 Revised December 23, 2025 Page 140 Traffic Impact Study Town of Cortlandt, New York 2.1 DESCRIPTION OF EXISTING ROADWAY NETWORK The following are brief descriptions of the roadways located in the vicinity of the Site: E Main Street (NYS Route 6)– E Main Street (NYS Route 6) has two lanes in the eastbound direction and one lane in the westbound direction in the vicinity of the site with turning storage lanes at the studied intersections. There is a sidewalk along the majority of the south side of E Main Street (NYS Rout 6), including in the vicinity of the Site. The posted speed limit is 35 miles per hour. There is road striping present with double yellow lines in between opposing directions of traffic. E Main Street (NYS Route 6) is under the jurisdiction of the New York State Department of Transportation (NYSDOT). Baker Street – Baker Street is a one lane per direction roadway generally traveling in the northbound/southbound direction. The posted speed limit is 30 miles per hour. There is road striping present with double yellow lines in the center of the roadway. Baker Street is under local jurisdiction. Canal – Canal is a one lane per direction roadway generally travelling in the northbound/southbound direction. There is a sidewalk along the majority of the east side of Canal. The posted speed limit is 15 miles per hour. There is no road striping for the majority of the road. There is a double yellow lane in the center of the roadway and turning storage lanes only at the intersection with E Main Street. Canal is under local jurisdiction. DTS Provident Design Engineering, LLP Page No. 6 Job No. 1085 Revised December 23, 2025 Page 141 Traffic Impact Study Town of Cortlandt, New York Regina Avenue – Regina Avenue is a one lane per direction roadway in the northbound/southbound direction. There is no posted speed limit and there is no road striping present. Regina Avenue is under local jurisdiction. Lexington Avenue – Lexington Avenue is a one lane per direction roadway travelling in the northbound/southbound direction with left-turn storage lanes at E Main Street. The posted speed limit is 30 miles per hour. There is road striping present with double yellow lines in the center of the roadway. Lawrence Road – Lawrence Road is a one lane per direction roadway travelling in the eastbound/westbound direction. There is no road striping present, no double yellow lines in the center of roadway and no posted speed limit. Lawrence Road is under local jurisdiction. 2.2 EXISTING TRAFFIC VOLUMES After reviewing the potential traffic impacts and anticipated trip distributions, the following study locations were identified: 1. E Main Street (NYS Route 6) and Baker Street/Canal 2. E Main Street (NYS Route 6) and Regina Avenue 3. E Main Street (NYS Route 6) and Lexington Avenue 4. Lexington Avenue and Larence Road DTS Provident Design Engineering, LLP Page No. 7 Job No. 1085 Revised December 23, 2025 Page 142 Traffic Impact Study Town of Cortlandt, New York Representatives of DTS Provident conducted turning movement traffic counts at intersections 1 through 3 above on Tuesday January 14, 2025, from 7:00 AM to 9:00 AM and 3:00 PM to 5:00 PM. Based upon the traffic data conducted, the following Peak Roadway Hours were determined: Peak Weekday AM Roadway Hour - 8:00 AM to 9:00 AM Peak Weekday PM Roadway Hour - 4:00 PM to 5:00 PM Intersection 4 was counted on Tuesday December 16, 2025, from 8:00 AM to 9:15 AM and from 4:00 PM to 5:00 PM. The Existing Traffic Volumes are illustrated on Figure No. 2 in Appendix A. The Peak AM and Peak PM Roadway Hours are the two most critical time periods for determining any potential significant traffic impacts. These time periods represent the times when the combination of existing background traffic and traffic from the proposed Project will be at its highest throughout the day. Any other time periods would experience less background traffic, as well as less traffic generated from the proposed Project. 2.3 2028 NO-BUILD TRAFFIC VOLUMES In order to project to the future 2028 design year, a compounded annual growth rate of 2.0% per year was applied to the existing traffic volumes. This represents over an 6% total growth of existing traffic volumes from 2025 to 2028 and any potential adjacent developments in the vicinity of the site This equates to more than 100 additional background trips during any of the Peak Hours along the roadway network in the vicinity DTS Provident Design Engineering, LLP Page No. 8 Job No. 1085 Revised December 23, 2025 Page 143 Traffic Impact Study Town of Cortlandt, New York of the site and thus provides an extremely conservative analysis. The 2028 No-Build Traffic Volumes are illustrated on Figure No. 3 in Appendix A. 2.4 SITE-GENERATED TRAFFIC VOLUMES The ability of any roadway network to accommodate anticipated traffic volumes is measured by comparing Peak Hour Traffic Volumes to roadway capacities. Thus, it is essential to determine the hourly traffic volumes to be generated by the proposed Project and add them to the No-Build Traffic Volumes to determine the Build Traffic Volumes. The Site-generated traffic volumes attributable to the proposed Project was determined based upon the trip generation rates contained in ITE’s report entitled, “Trip Generation”, 12th Edition, utilizing Land Use Code 215 (Single Family Attached Housing). The estimated Site-generated traffic volumes are outlined in Table No. 2.1 below. TABLE NO. 2.1 TRIP GENERATION TABLE - ITE 11th EDITION AM Peak Hour PM Peak Hour LAND USE (CODE) SIZE UNIT Enter Exit Enter Exit PROPOSED Single Family Attached Housing 31 DU 4 11 9 7 Single Family Attached Housing 38 DU 4 14 11 8 Total Proposed 8 25 20 15 Note: Trip Generation rates based upon Institute of Transportation Engineers’ (ITE) “Trip Generation Manual”, 12th Edition DTS Provident Design Engineering, LLP Page No. 9 Job No. 1085 Revised December 23, 2025 Page 144 Traffic Impact Study Town of Cortlandt, New York 2.5 ARRIVAL/DEPARTURE DISTRIBUTION The arrival/departure distribution patterns for traffic to be generated by the proposed Project were developed based upon the existing traffic volumes, potential destinations, and the existing roadway network. The resulting arrival and departure distributions are illustrated on Figure Nos. 5 thru 8 in Appendix A. 2.6 2027 BUILD TRAFFIC VOLUMES The Site-generated Traffic Volumes were distributed to the roadway network in accordance with the arrival/departure distributions. The Site-generated Traffic Volumes for the proposed Project are illustrated on Figure No. 7 in Appendix A. The Site-generated Traffic Volumes for the proposed Project were combined with the 2027 No-Build Traffic Volumes to form the 2028 Build Traffic Volumes illustrated on Figure No. 8 in Appendix A. 2.7 CRASH ANALYSIS DTS Provident received the last 7 years of crash data (at the time of request) from the New York State Department of Transportation (NYSDOT) from Wednesday, May 31, 2017, to Friday, May 31, 2024. A summary of this Crash Data is illustrated in Appendix E. • The intersection of E Main Street (Route 6) and Baker Street/Canal experience a total of 37 crashes over the study period or an average of 5.3 crashes per year. Of the 37 crashes, 29 were property damage only, and 8 involved an injury. 15 were rear end crashes, 4 were overtaking crashes, 3 were right angle crashes, 1 was a DTS Provident Design Engineering, LLP Page No. 10 Job No. 1085 Revised December 23, 2025 Page 145 Traffic Impact Study Town of Cortlandt, New York right turn with other car, 3 were left turn against another car, 1 was a sideswipe crash, and 10 were classified as other. • The intersection of E Main Street (Route 6) and Regina Avenue experience a total of 24 crashes over the study period or an average of 3.5 crashes per year. Of the 24 crashes, 20 were property damage only, and 4 involved an injury. 14 were rear end crashes, 1 was an overtaking crash, 3 were right angle crashes, 2 were left turn against another car crashes, and 4 were classified as other. • The intersection of E Main Street (Route 6) and Georges Cottages experience a total of 1 crash or an average of 0.1 crashes per year. The crash was a property damage only and was a rear end crash. • The intersection of E Main Street (Route 6) and Westview Road experience a total of 7 crashes or an average of 1 crash per year. Of the 7 crashes, 5 were property damage only, and 2 involved an injury. 6 were rear end crashes and 1 was classified as other. • The intersection of E Main Street (Route 6) and Skyview Road experience a total of 17 crashes or an average of 2.4 crashes per year. Of the 17 crashes, 14 were property damage only, and 3 involved an injury. 7 were rear end crashes, 1 was an overtaking crash, 5 were right angle crashes, 1 was a left turn against another car, 1 was a head on crash, and 2 were classified as other. DTS Provident Design Engineering, LLP Page No. 11 Job No. 1085 Revised December 23, 2025 Page 146 Traffic Impact Study Town of Cortlandt, New York • The intersection of E Main Street (Route 6) and Lexington Avenue experience a total of 112 crashes or an average of 16 crashes per year. Of the 112 crashes, 89 were property damage only, and 23 involved an injury. 54 were rear end crashes, 17 were overtaking crashes, 10 were right angle crashes, 1 was a right angle with another car, 3 were left turn against another car crashes, 2 were left turn with another car crashes, 1 was a sideswipe crash, 2 were head on crashes, and 22 were classified as unknown/other. DTS Provident consulted the “NYSDOT Average Accident Rates for State Highways By Facility Type, 2015-2016” (the latest data available) in order to determine the Statewide Average Crashes per intersection and Mainline Segment. Table E-1 in Appendix E demonstrated this comparison. The following intersections experiences crash rates greater than the Statewide Average: 1. E Main Street (Route 6) and Regina Avenue 2. E Main Street (Route 6) and Skyview Road 3. E Main Street (Route 6) and Baker Street/Canal 4. E Main Street (Route 6) and Lexington Avenue DTS Provident Design Engineering, LLP Page No. 12 Job No. 1085 Revised December 23, 2025 Page 147 Traffic Impact Study Town of Cortlandt, New York The following mainline segments experienced crash rates greater than the Statewide Average: 1. E Main Street (Route 6) between Baker Street and Georges Cottages 2. E Main Street (Route 6) between Regina Avenue and Westview Road 3. E Main Street (Route 6) between Skyview Road and Lexington Avenue Based upon a review of the data the accidents within the study area are not atypical from accident types that would generally occur along a signalized arterial such as Route 6. It is noted that there was one fatality reported in the seven years of accident data, which involved a pedestrian walking along Route 6. The proposed Project is not anticipated to increase accident rates within the study area, and the upgraded access along Route will go towards enhancing vehicular/pedestrian safety in the immediate vicinity of the proposed Project. DTS Provident Design Engineering, LLP Page No. 13 Job No. 1085 Revised December 23, 2025 Page 148 Traffic Impact Study Town of Cortlandt, New York SECTION 3 – ANALYSIS 3.0 DESCRIPTION OF ANALYSIS Capacity analyses were conducted at the key intersections to identify any potential traffic impact associated with the proposed Project. The following section contains a brief description of the procedure utilized in the preparation of this analysis for all the study locations listed: • Capacity analysis is a method by which traffic volumes are compared to calculated roadway and intersection capacities to evaluate future traffic conditions. The methodology utilized is described in the Highway Capacity Manual published by the Transportation Research Board. In general, the term “Level of Service” is used to provide a qualitative evaluation based on certain quantitative calculations related to empirical values. The definitions of Level of Service as contained in the Highway Capacity Manual appear in Appendix A of this Report. • In general, Level of Service A represents the best traffic operating condition. Levels of Service for signalized and unsignalized intersections are defined in terms of average delay. Delay is used as a measure of driver discomfort, frustration, efficiency, etc. Capacity analyses were performed for the key locations with the Existing, 2028 No-Build and 2028 Build Traffic Volumes utilizing Highway Capacity Software (Synchro) developed for the FHWA. The capacity analyses worksheets are contained in Appendix D of this Report. DTS Provident Design Engineering, LLP Page No. 14 Job No. 1085 Revised December 23, 2025 Page 149 Traffic Impact Study Town of Cortlandt, New York 3.1 LOCATION NO. 1 – E MAIN STRET (NYS ROUTE 6) & BAKER STREET/CANAL E Main Street (NYS Route 6) provides the westbound and eastbound approaches to this four-legged, signalized intersection. The eastbound approach provides one left-turn lane, two through lanes, and one right-turn lane. The westbound approach provides one left-turn lane and one through lane. Baker Street forms the southbound approach and provides one left-turn/through/right-turn lane. Canal forms the northbound approach and provides one left-turn/though lane and one right-turn lane. There are crosswalks present on the east, west, north and south legs of the intersection. There are left-turn restrictions for trucks coming out of Canal and no U-turns are allowed at the intersection. Capacity Analysis Capacity analyses were conducted for this location utilizing the Existing, 2028 No- Build and 2028 Build Traffic Volumes for the Peak Weekday AM and PM Hours. The results of these analyses are shown in Table B-1 in Appendix B. As indicated in the table, acceptable Levels of Service are maintained from No-Build to Build conditions. As such, no improvements are required at this location as a result of the proposed Project. DTS Provident Design Engineering, LLP Page No. 15 Job No. 1085 Revised December 23, 2025 Page 150 Traffic Impact Study Town of Cortlandt, New York 3.2 LOCATION NO. 2 – E MAIN STREET (NYS ROUTE 6) & REGINA AVENUE E Main Street (NYS Route 6) provides the westbound and eastbound approaches to this three-legged, unsignalized intersection. The eastbound approach provides one through lane and one through/right-turn lane. The westbound approach provides one left-turn/through lane. Regina Avenue forms the northbound approach and provides one left-turn/right-turn lane. There are left-turn restrictions from 7:00 AM to 7:00 PM from Regina Avenue and there are left-turn restrictions from 7:00 AM to 7:00 PM on E Main Street (NYS Route 6) on the westbound approach of the intersection. Capacity Analysis Capacity analyses were conducted for this location utilizing the Existing, 2028 No- Build and 2028 Build Traffic Volumes for the Peak Weekday AM and PM Hours. The results of these analyses are shown in Table B-1 in Appendix B. As indicated in the table, acceptable Levels of Service are maintained from No-Build to Build conditions. As such, no improvements are required at this location as a result of the proposed Project. DTS Provident Design Engineering, LLP Page No. 16 Job No. 1085 Revised December 23, 2025 Page 151 Traffic Impact Study Town of Cortlandt, New York 3.3 LOCATION NO. 3 – E MAIN STREET (NYS ROUTE 6) & LEXINGTON AVENUE E Main Street (NYS Route 6) provides the westbound and eastbound approaches to this four-legged, signalized intersection. The eastbound approach provides one left-turn lane and one through/right-turn lane. The westbound approach provides one left-turn lane and one through/right-turn lane. Lexington Avenue forms the southbound and northbound approaches to the intersection. The northbound approach provides one left-turn lane and one through/right-turn lane. The southbound approach provides one left-turn lane and one through/right-turn lane. Capacity Analysis Capacity analyses were conducted for this location utilizing the Existing, 2028 No- Build and 2028 Build Traffic Volumes for the Peak Weekday AM and PM Hours. The results of these analyses are shown in Table B-3 in Appendix B. As indicated in the table, acceptable Levels of Service are maintained from No-Build to Build conditions. As such, no improvements are required at this location as a result of the proposed Project. DTS Provident Design Engineering, LLP Page No. 17 Job No. 1085 Revised December 23, 2025 Page 152 Traffic Impact Study Town of Cortlandt, New York 3.4 LOCATION NO. 4 – E MAIN STREET (NYS ROUTE 6) & SITE DRIVEWAY E Main Street (NYS Route 6) provides the westbound and eastbound approaches to this three-legged, unsignalized intersection. The eastbound approach provides one through lane and one through/right-turn lane. The westbound approach provides one through lane. The Site Driveway forms the northbound approach to the intersection and provides one right turn lane. Capacity Analysis Capacity analyses were conducted for this location utilizing the Existing, 2028 No- Build and 2028 Build Traffic Volumes for the Peak Weekday AM and PM Hours. The results of these analyses are shown in Table B-3 in Appendix B. As indicated in the table, acceptable Levels of Service are maintained in Build conditions. As such, no improvements are required at this location as a result of the proposed Project. DTS Provident Design Engineering, LLP Page No. 18 Job No. 1085 Revised December 23, 2025 Page 153 Traffic Impact Study Town of Cortlandt, New York 3.5 LOCATION NO. 5 – REGINA AVENUE & SITE DRIVEWAY Regina Avenue provides the southbound and northbound approaches to the three- legged, unsignalized intersection. The southbound approach provides one left- turn/through lane, and the northbound approach provides one through/right-turn lane. The Site Driveway provides the westbound approach with one left-turn/right- turn lane. Capacity Analysis Capacity analyses were conducted for this location utilizing the Existing, 2028 No- Build and 2028 Build Traffic Volumes for the Peak Weekday AM and PM Hours. The results of these analyses are shown in Table B-1 in Appendix B. As indicated in the table, acceptable Levels of Service are maintained in Build conditions. As such, no improvements are required at this location as a result of the proposed Project. DTS Provident Design Engineering, LLP Page No. 19 Job No. 1085 Revised December 23, 2025 Page 154 Traffic Impact Study Town of Cortlandt, New York 3.6 LOCATION NO. 6 – LEXINGTON AVENUE & SITE DRIVEWAY/LAWRENCE ROAD Lexington Avenue forms the southbound and northbound approaches to this four- legged, unsignalized intersection. The northbound approach provides one left- turn/through/right-turn lane. The southbound approach provides one left- turn/through/right-turn lane. Lawrence Road forms the westbound approach to the intersection with one left-turn/through/right-turn lane. The Site Driveway forms the eastbound approach to the intersection with one left-turn/through/right-turn lane. Capacity Analysis Capacity analyses were conducted for this location utilizing the Existing, 2028 No- Build and 2028 Build Traffic Volumes for the Peak Weekday AM and PM Hours. The results of these analyses are shown in Table B-1 in Appendix B. As indicated in the table, acceptable Levels of Service are maintained in Build conditions. As such, no improvements are required at this location as a result of the proposed Project. DTS Provident Design Engineering, LLP Page No. 20 Job No. 1085 Revised December 23, 2025 Page 155 Traffic Impact Study Town of Cortlandt, New York SECTION 4 – PARKING ANALYSES 4.0 PARKING The proposed project will provide 96 parking spaces in the north lot and 78 parking spaces in the south lot, adding a total of 174 parking spaces. The parking requirements from the Town Code Section 307-29 of the Zoning Code, single family dwellings require 2 parking spaces per dwelling unit. The proposed 69 dwelling units would require a minimum of 138 parking spaces. The applicant proposes a total of 174 parking spaces, which includes 36 additional surfaces parking spaces available for visitor parking (0.5 spaces per unit). DTS Provident Design Engineering, LLP Page No. 21 Job No. 1085 Revised December 23, 2025 Page 156 Traffic Impact Study Town of Cortlandt, New York SECTION 5 – CONCLUSIONS 5.0 CONCLUSIONS It is the considered professional opinion of DTS Provident that the traffic generated by the proposed Project will not have a significant adverse traffic impact on the adjacent roadway network and will provide adequate parking. Safe and efficient traffic operations will be maintained in the study area. Furthermore, the analysis contained herein is conservative since it does not take any credit for the existing development on site. https://divneytungschwalbe.sharepoint.com/sites/DTSP/Shared Documents/Projects/Projects 1000/1085 - Skyview-Westview Cortlandt/Traffic/Reports/1085 - TIS - Skyview Westview Cortlandt - Rev122325 (Clean).docx DTS Provident Design Engineering, LLP Page No. 22 Job No. 1085 Revised December 23, 2025 Page 157 PROJECT SKYVIEW SKYVIEW 3211/3219 East Main Street 9/17/19 Regina Avenue 5 Skyview Avenue 3275 Lexington Avenue Town of Cortlandt, New York EAST MAIN STREET (NY ROUTE 6) FOR APPROVAL PURPOSES ONLY NOT APPROVED FOR CONSTRUCTION TOWN OF CORTLANDT, NEW YORK RRUSP SPECIAL PERMIT & SITE PLAN APPROVAL APPLICATION SUBMISSION DATES: APRIL 1, 2025 (TB) REVISED: MAY 22, 2025 (PB), DECEMBER 23, 2025 (PB) SITE LOCATION MAP AND PROJECT DATA REDUCED SITE PLAN AND LIST OF APPROVALS DRAWING LIST SCALE: 1:3000 SCALE: NTS ONLY TABLE OF SITE/CIVIL PLANS NUMBER SCALE DATE BY C-1 COVER SHEET N.A. 12/23/2025 DTSP GS G C-10 OVERALL SITE PLAN 1"=60' 12/23/2025 DTSP N.Y.S.P.C.S. (EAST), NAD 83 ONLY C-12 SITE REMOVAL PLAN - SHEET 1 1"=30' 12/23/2025 DTSP IN C-13 SITE REMOVAL PLAN - SHEET 2 1"=30' 12/23/2025 DTSP MA T T S E EA TR E C-101 SITE PLAN - SHEET 1 1"=30' 12/23/2025 DTSP S C-102 SITE PLAN - SHEET 2 1"=30' 12/23/2025 DTSP C-201 GRADING AND DRAINAGE PLAN - SHEET 1 1"=30' 12/23/2025 DTSP Zarin & Steinmetz Attorney C-202 GRADING AND DRAINAGE PLAN - SHEET2 1"=30' 12/23/2025 81 Main Street, Suite 415 DTSP White Plains, New York 10601 C-203 ROAD PROFILES - SHEET 1 1"=30'H/5'V 12/23/2025 DTSP C-204 ROAD PROFILE - SHEET 2 1"=30'H/5'V 12/23/2025 DTSP C-301 UTILITY PLAN - SHEET 1 1"=30' 12/23/2025 DTSP Gallas Surveying Group, LLC E AVENU Surveyor 2865 US Route 1 2 C-302 UTILITY PLAN - SHEET 2 1"=30' 12/23/2025 DTSP A REGIN 1 North Brunswick, New Jersey 08902 C-305 OFFSITE SANITARY SEWER PLAN/PROFILE 1"=30'H/5'V 12/23/2025 DTSP C-308 SANITARY SEWER DETAILS AND NOTES N.A. 12/23/2025 DTSP 3 C-313 WATER MAIN DETAILS AND NOTES N.A. 12/23/2025 DTSP Gallin Beeler Design Studio Architect 23 Washington Avenue C-401 EROSION & SEDIMENT CONTROL PLAN - SHEET 1 1"=30' 12/23/2025 DTSP Pleasantville, NY 10570 4 C-402 1"=30' 5 6 EROSION & SEDIMENT CONTROL PLAN - SHEET 2 12/23/2025 DTSP C-403 EROSION & SEDIMENT CONTROL DETAILS N.A. 12/23/2025 DTSP C-404 EROSION & SEDIMENT CONTROL DETAILS N.A. 12/23/2025 BEB Capital DTSP Applicant Owner/ 26 Harbor Park Drive PROJECT SITE C-501-502 SITE DETAILS N.A. 12/23/2025 DTSP Port Washington, New York 11050 C-503 DRAINAGE DETAILS N.A. 12/23/2025 DTSP C-601 TREE REMOVAL & PRESERVATION PLAN - SHEET 1 1"=30' 12/23/2025 DTSP NO. REVISION DATE PLANNING BOARD SUBMISSION C-602 TREE REMOVAL & PRESERVATION PLAN - SHEET 2 1"=30' 12/23/2025 DTSP 7 C-701 FIRE ACCESS & MANEUVERING PLAN - SHEET 1 N.A. 12/23/2025 DTSP C-702 FIRE ACCESS & MANEUVERING PLAN - SHEET 2 N.A. 12/23/2025 DTSP C-800 SLOPE ANALYSIS PLAN 1"=60' 12/23/2025 DTSP L-101 CONCEPTUAL LANDSCAPE PLAN - SHEET 1 1"=30' 12/23/2025 DTSP L-102 CONCEPTUAL LANDSCAPE PLAN - SHEET 2 1"=30' 12/23/2025 DTSP L-103 LANDSCAPE DETAILS N.A. 12/23/2025 DTSP L-104 SITE SECTIONS - SHEET 1 1"=5' 12/23/2025 DTSP L-105 SITE SECTIONS - SHEET 2 1"=5' 12/23/2025 DTS Intelligent PROVIDENT u DTSP Land Use LP-101 SITE LIGHTING PLAN WITH PHOTOMETRICS - SHEET 1 1"=30' Civil Engineers, Landscape Architect and Planner 12/23/2025 DTSP DTS Provident Design Engineering, LLP LP-102 SITE LIGHTING PLAN WITH PHOTOMETRICS - SHEET 2 1"=30' 12/23/2025 DTSP One North Broadway White Plains, NY 10601 P: 914.428.0010 MAP SOURCE: WESTCHESTER COUNTY GIS LP-103 SITE LIGHTING DETAILS N.A. 12/23/2025 DTSP F: 914.428.0017 © DTS Provident Design Engineering, LLP Certificate of Authorization #0017846 KEY ADDRESS MAP-BLOCK-LOT NYSDOT HIGHWAY INFORMATION BOUNDARY & TOPOGRAPHIC SURVEY (SHEET 1 OF 2) 1"=40' 12/23/2024 GSG C:\USERS\JMORGAN\DC\ACCDOCS\DTSP\1085_SKYVIEW-WESTVIEW CORTLANDT\PROJECT FILES\SPA\SKYVIEWCOVERSHEET ZONING DISTRICTS ROUTE 6, SH 8703 BETWEEN MILE UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING), 1 3211 E. MAIN STREET 24.7-1-1 BOUNDARY & TOPOGRAPHIC SURVEY (SHEET 2 OF 2) 1"=40' SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS CD DESIGNED COMMERCIAL MARKERS 3018 AND 3020 12/23/2024 GSG ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO 2 3219 E. MAIN STREET 24.7-1-2 PRELIMINARY LIST OF REQUIRED PERMITS AND APPROVALS ALTER THIS DOCUMENT HC HIGHWAY COMMERCIAL FLOOD INSURANCE RATE MAP DATA NOTE: SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR 3 9 REGINA AVENUE 24.7-2-2 AGENCY DESCRIPTION STATUS APPROVAL DATE TABLE OF ARCHITECTURAL PLANS REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF R-10 SINGLE FAMILY RESIDENTIAL Map Panel 36119C0028F DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED SEQRA DETERMINATION PENDING AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED 4 17 REGINA AVENUE 24.7-2-21 Map Panel 36119C0036F NUMBER SCALE DATE BY PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO R-40 SINGLE FAMILY RESIDENTIAL ZONING AMENDMENT(S) PENDING ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION 5 19 REGINA AVENUE 24.7-2-20 Effective Date September 28, 2007 A10 AERIAL VIEWS - EAST MAIN STREET NTS 12/23/2025 GBDS OF DTS PROVIDENT DESIGN ENGINEERING, LLP. COND M1 LIGHT MANUFACTURING SPECIAL PERMIT PENDING WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 6 5 SKYVIEW AVENUE 24.7-2-4 Flood Zone X AERIAL VIEWS - LEXINGTON AVENUE A02 NTS 12/23/2025 GBDS SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE 7 8275 LEXINGTON AVENUE 24.11-1-2 SITE PLAN APPROVAL PENDING FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND THIS OFFICE MUST BE NOTIFIED OF ANY DEVIATIONS OR VARIATIONS FROM DIMENSIONS TREE REMOVAL PERMIT AND STEEP SLOPE A05 SHADOW PLAN - DECEMBER 21 - 9AM 1"=60' 12/23/2025 GBDS AND CONDITIONS SHOWN BY THESE DRAWINGS. TOWN OF CORTLANDT PENDING TABLE OF SPECIAL DISTRICTS PERMIT A06 SHADOW PLAN - DECEMBER 21 - 12PM 1"=60' 12/23/2025 GBDS THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH SURFACE DEMOLITION PERMIT(S) PENDING ANYWHERE IN THE STATE TWO FULL-WORKING DAYS, EXCLUDING DAY OF SCHOOL DISTRICT LAKELAND CENTRAL SCHOOL DISTRICT A07 SHADOW PLAN - DECEMBER 21 - 3PM 1"=60' 12/23/2025 GBDS CALL. CONTACT UDIG NY 811 OR 800-962-7962. FOR NEW YORK CITY AND LONG ISLAND, CONTACT 811 OR 800-272-4480 BUILDING PERMIT(S) PENDING SEWER DISTRICT EXTENSION (MAP, PLAN AND A10 FLOOR PLANS - ON GRADE 3/16"=1' 12/23/2025 GBDS WESTCHESTER COUNTY POLICE, CORTLANDT TOWN HALL, 1 HEADY STREET, CORTLANDT MANOR PENDING TITLE: POLICE PROTECTION REPORT) A11 FLOOR PLANS - DOWNHILL 3/16"=1' 12/23/2025 GBDS NEW YORK STATE POLICE, CORTLANDT STATION, 1 MEMORIAL DRIVE, CROTON ON HUDSON WESTCHESTER COUNTY DEPT OF PLANNING GML239 REFERRAL PENDING A12 FLOOR PLANS - UPHILL 3/16"=1' COVER SHEET 12/23/2025 GBDS FIRE PROTECTION MOHEGAN FIRE DISTRICT, HOLLOWBROOK FIRE STATION, 1130 OREGON ROAD CORTLANDT MANOR SANITARY SEWER EXTENSION PENDING WESTCHESTER COUNTY DEPARTMENT OF A21 ELEVATIONS 3/16"=1' 12/23/2025 GBDS MOHEGAN VFA VAC, 1975 EAST MAIN STREET (RT 6) MOHEGAN LAKE, NY HEALTH (DOH) WATER MAIN EXTENSION PENDING Seal EMERGENCY MEDICAL SERVICES SEWER DISTRICT EXTENSION PENDING A30 BUILDING HEIGHT DIAGRAM AS SHOWN 12/23/2025 GBDS F NE E O P W YO Scale: AS SHOWN T A H P . ERAG CORTLANDT REGIONAL PARAMEDICS, 1980 CROMPOUND ROAD, CORTLANDT MANOR Date: 12/23/2025 RK NE P RA T S L NYS DEPARTMENT OF ENVIRONMENTAL STORMWATER POLLUTION PREVENTION PLAN I HOSPITAL NEW YORK - PRESBYTERIAN HUDSON VALLEY HOSPITAL, 1980 CROMPOUND ROAD, CORTLANDT MANOR CONSERVATION (DEC) (SWPPP) PENDING KEY CONSULTANT FIRM Drawn By: LIBRARY JOHN C. HART MEMORIAL LIBRARY, 1130 EAST MAIN STREET, SHRUB OAK NEW YORK STATE DEPARTMENT OF HIGHWAY WORK PERMIT PERM33COM PENDING DTSP DTS PROVIDENT * * Checked By: RPP ER L IC SEWER DISTRICT PEEKSKILL WATER DISTRICT (WESTCHESTER COUNTY) TRANSPORTATION (NYS DOT) GALLAS SURVEYING GROUP Project No.: 1085 GSG I NE S E No . 064262 NG EN D P Dwg. No.: R O F E S S I O NA L E CONSOLIDATED WATER DISTRICT CORTLANDT CONSOLIDATED WATER DISTRICT GBDS GALLIN BEELER DESIGN STUDIO EXPIRES 2/28/2026 C-1 Page 158 PROJECT TOW OF CORTLANDT TREE NOTE: ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR YEARS SHALL BE SKYVIEW PLACED BY PERMIT HOLDER AT NO EXPENSE TO TOWN OR OWNER OF THE LAND, IF OTHER 3211/3219 East Main Street THAN THE PERMIT HOLDER OF THE PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS ONL Y FOLLOWING THE WRITTEN DEMAND FOR SUCH A REPLACEMENT FROM THE DIRECTOR OF 9/17/19 Regina Avenue TECHNICAL SERVICE OR WRITTEN EXTENDED PERIOD OF TIMES AS MAY BE SPECIFIED. 5 Skyview Avenue 3275 Lexington Avenue Town of Cortlandt, New York GS G FOR APPROVAL PURPOSES ONLY NOT APPROVED FOR CONSTRUCTION N.Y.S.P.C.S. (EAST), NAD 83 ONLY ZONE CD SE 75 ACK IN TB 'F P RO ER A NT CD 35 BAC TIN S SE EXI ITIO PE ON YA ZO .6 K G T S N R D C M T RD N ' T E A S EE E TR (units) S ZONE R10 1 NORTH 2 3 RD 50' SIDE YAK 4 SETBAC PE NDI SET XIST NS 35 ACK G CO R E TIO .6' B IN 34 35 5 36 37 38 6 7 8 50' SIDE YARD SETBACK ENTIAL ZONE R10 SINGLE FAMILY RESID ENTIAL ZONE R40 SINGLE FAMILY RESID 9 33 10 32 31 E E YARD 30' SID CK AVENU SETBA 30 11 12 A REGIN DC ROA 13 30' SIDE 25 YARD 14 26 SETBACK 27 28 15 29 16 ZONE CD 60 45 30 15 0 60 120 17 ROAD A SCALE IN FEET 18 19 24 Zarin & Steinmetz Attorney 20 81 Main Street, Suite 415 23 White Plains, New York 10601 22 30' SIDE YARD SETBACK 21 Gallas Surveying Group, LLC Surveyor NT YAR 50' FRO ACK D 2865 US Route 1 SETB North Brunswick, New Jersey 08902 ZONE R40 ZONE R40 30' SIDE YARD SETBACK Gallin Beeler Design Studio Architect 23 Washington Avenue Pleasantville, NY 10570 20' WIDE SEWER AND WATER EASEMENT BEB Capital Applicant Owner/ 26 Harbor Park Drive Port Washington, New York 11050 MATCH LINE MATCH LINE MATCH LINE MATCH LINE NO. REVISION DATE PLANNING BOARD SUBMISSION 30' REAR YARD SETBACK ZONE R40 20' WIDE SEWER AND MAP 24.07, BLOCK 2, LOT 14 WATER EASEMENT N/F LANDS OF BSI LEXINGTON AVENUE, LLC CONTROL #510103519 30' SIDE YARD SETBACK DTS Intelligent PROVIDENT u NORTH Land Use Civil Engineers, Landscape Architect and Planner DTS Provident Design Engineering, LLP One North Broadway White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 42' EXIST. SETBACK x © DTS Provident Design Engineering, LLP C:\USERS\JMORGAN\DC\ACCDOCS\DTSP\1085_SKYVIEW-WESTVIEW CORTLANDT\PROJECT FILES\SPA\SKYVIEWOVERALL SITE PLAN ZONE COND M-1 Certificate of Authorization #0017846 x UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING), 16 50' FRONT YARD SETBACK SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO x ALTER THIS DOCUMENT 17 NOTE: SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR 18 3 2 1 REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF 5 4 8 7 6 DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED 9 x 11 10 AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED 19 12 PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO 13 ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION 14 15 OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER x SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE ROAD B FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND THIS OFFICE MUST BE NOTIFIED OF ANY DEVIATIONS OR VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 20 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, x DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH SURFACE 21 ANYWHERE IN THE STATE TWO FULL-WORKING DAYS, EXCLUDING DAY OF CALL. CONTACT UDIG NY 811 OR 800-962-7962. FOR NEW YORK CITY AND 22 30 31 LONG ISLAND, CONTACT 811 OR 800-272-4480 x 27 28 29 24 25 26 23 x TITLE: OVERALL SITE PLAN 30' SIDE YARD SETBACK Seal 1"=60' F NE Scale: T E O P W YO A H P . ERAG Date: 12/23/2025 RK NE P RA T S L I Drawn By: * * Checked By: Project No.: 1085 ER L IC I NE S E No . 064262 NG EN D P Dwg. No.: R O F E SS I O NA L E EXPIRES 2/28/2026 C-10